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Legal approved 9/6/18 Rev. 4/8/2021
WW1901.401
Page 1 of 2
Water Reclamation Facility Improvements - GMP 2 CO 2
CITY OF CHANDLER
CHANGE ORDER NO.
1
DATE
6/9/2021
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates
agreement herewith, including any adjustments in the Contract Price or Contract Time.
Project Name:
Water Reclamation Facility Improvements - GMP 2
Project No.:
WW1901.401
User Dept.:
Public Works & Utilities
NTP Date:
6/1/2021
TO:
McCarthy Building Companies, Inc.
6225 N. 24th St., Ste. 200 Phoenix, AZ 85016
(CONTRACTOR)
(Address)
Contractor must make the following changes to this contract: (Detail scope change (Exh. A) / cost
breakdown (Exh. B), if needed)
This Change Order No. 1 is for replacement of sand media filters with updated cloth media
technologies, rehabilitation of secondary clarifiers, construction of a reclaimed water reservoir,
replacement of large diameter blower piping, and related instrumentation and electrical upgrades.
See Exhibit A
OWNER NAME & DATE APPROVAL:
John Pinkston 6/2/2021
Changes result in the following revised contract amount and time:
Original contract amount:
$5,842,737
Current contract amount, prior to this Change Order: (incl. previous Change
Orders)
$5,842,737
Net change resulting from this Change Order: (if over $50,000 from contract
amount previously approved by Council, Council approval is required)
$38,552,248
Revised contract amount, including this Change Order:
$44,394,985
Last contract amount approved by Council:
$5,842,737
Change Order % of last contract amount approved by Council: (if over 10%
of previous contract amount approved by Council, Council approval is required)
660%
Contract time or completion date prior to this Change Order: (incl.
previous Change Orders)
or
2/6/22
Days
Date
Net change resulting from this Change Order:
Days
Revised contract time OR completion date:
or
8/25/23
Days
Date
SIGNATURE PAGE TO FOLLOW
City of Chandler Water Reclamation Facility
Improvements Project
Project No. WW1901.401
GMP #2 Proposal
May 4, 2021 Rev June 21, 2021
Exhibit A
City of Chandler Water Reclamation Facility Improvements Project
SECTION 1
PROJECT DESCRIPTION
SECTION 2
GMP PROPOSAL SUMMARY
- PROJECT COST SUMARY
- TAX EXEMPT SUMMARY
- LIST OF SUBCONTRACTORS AND SUPPLIERS
SECTION 3
WORK CATEGORY SCHEDULE OF VALUES (“SOV”)
- SCOPE SHEETS WITH VENDOR BACKUP
SECTION 4
GMP CLARIFICATIONS AND ASSUMPTIONS
- CLARIFICATIONS AND ASSUMPTIONS
- QUESTION AND ANSWER LOG
SECTION 5
PRELIMINARY PROJECT SCHEDULE
SECTION 6
LIST OF GMP PLANS AND SPECIFICATIONS
SECTION 7
GENERAL CONDITIONS AND RATES
TABLE OF CONTENTS
City of Chandler Water Reclamation Facility Improvements Project
PROJECT DESCRIPTION
Project Description
The project consists of improvements to the Airport Water Reclamation Facility (AWRF) and the Ocotillo
Water Reclamation Facility (OWRF). This GMP includes the work for the project as follows:
1. The improvement items for Airport WRF are:
a. Removal and replacement of Blower Piping between the Blower Building and the Aeration
Basins.
b. Modifications of Blower Piping and exhaust fans at the Blower Building.
c. Replacement of the fine bubble diffusers and diffuser piping for 2 Aeration Basins.
d. Retrofit East Mono-Media Filters to Disc Filters.
e. Addition of a Maintenance Building.
f. Replacement of the 480V Duct Bank between MCC-BL2 and MCC-AER.
g. Upgrades to Distributed Control System to add the Disc Filters to the existing Foxboro
Controls.
2. The improvement items for Ocotillo WRF are:
a. Structural modifications of the Aeration Basins, including channel widening and cutting out
of foam ports.
b. Structural modifications of the Anoxic Basins, including channel widening and extension,
replacement od slide gates, addition of slide gates and stop logs, replacement of the IMLR
flow meter, replacement of all mixers, addition of one IMLR pump.
c. Rehabilitation of the Clarifier Splitter Box, including replacement of gates, mud valves, and
removal of mixers.
d. Rehabilitation of the RAS/WAS Pumpstation, including process mechanical piping, pumps,
VFD and floor coatings.
e. Mechanism replacement for Secondary Clarifiers 1 and 2.
f. Replacement of Secondary Clarifier No. 1 drain plug valve.
g. Replacement of the RAS pumps and VFDs, flow meter, and RAS piping.
h. Replacement of the WAS pumps, flow meter and WAS piping.
i.
Demolition of existing Traveling Bridge Filters No. 1 and No. 2 and install four Disc Filters.
j.
Addition of a 1.5 MG Reclaimed Water Reservoir with ancillary piping and valving.
k. Replacement of the Non-Potable Water (NPW) piping and nozzles on the Aeration Basins
with new connection to the existing NPW loop.
l.
Modification to the cake silo actuated gate.
m. Replacement of the Blower Building Motor Control Centers.
n. Upgrades to Distributed Control System to add the IMLR pumps, Disc Filters, Reservoir to
the existing SCADA Controls.
Page 1 of 501
The cost to procure of the Stainless-Steel Gates and Disc Filters for both AWRF and OWRF have been
included in GMP 1 and have not been included in this GMP. The Stainless steel gates will be released for
fabrication off of the For Construction set of documents.
The following alternate pricing has not been included as part of the total GMP cost:
1. Alternate 1: Purchase and installation of disc filter 6 at AWRF (Concrete work for filter 6 is
included in WC 03A)
2. Alternate 2: Clarifier 3 removal and replacement at OWRF
3. Alternate 3: Two sludge holding tanks with new blower building at OWRF
4. Alternate 4: Removal and replacement of 2 aeration basin diffusers
Page 2 of 501
PROJECT COST SUMMARY
5/4/2021 Rev 6/21/2021
Project:
GMP #2 Proposal
Client:
City of Chandler
Location:
Chandler, AZ
City Project #
WW1901.401
Percentage
Amount
A. Direct Costs
A1 Direct Cost
$29,103,022
A2 Construction Contingency
2.38%
$691,209
TOTAL DIRECT COSTS:
$29,794,231
B. General Conditions on Direct Costs only
B
General Conditions
8.9%
$2,725,539
SUBTOTAL 1 (Cost of the Work):
$32,519,770
C. CM@Risks's Fee on Cost of Work only
CMAR Construction Fee
7.0%
$2,276,384
SUBTOTAL 2
$34,796,154
D. Bonds and Insurance
D1
Performance and Payment Bonds
0.7%
$243,573
D2
Insurance (PL/PD, Builders Risk)
1.2%
$431,472
Bonds & Insurance Allowance Total
$675,045
SUBTOTAL 3
$35,471,199
E. Sales Tax
E1
Sales Tax (65% of 7.8%)
5.07%
$1,798,390
E2
Tax Credits
($256,620)
TOTAL SALES TAX
$1,541,770
F. Allowances
F1
COVID/Force Majeure Allowance
$100,000
F2
Owner Allowance
$400,000
F3
IT Allowance at Maintenance Bld @ AWRF
$300,000
F4
90% TO 100% Drawing Allowance
$664,279
F5
Invent Allowance
$75,000
TOTAL GMP #2 PROPOSAL
$38,552,248
Chandler Water Reclamation Facility Improvements Project
Page 3 of 501
TAX EXEMPT SUMMARY
5/4/2021 Rev 6/21/2021
Project:
Chandler Water Reclamation Facility Improvements Project
GMP #2 Proposal
Client:
City of Chandler
Location:
Chandler, AZ
City Job #
WW1901.401
DESCRIPTION
Total Tax Exempt
Value
01A
General Requirements
$0
01B
Maintenance of Plant Operations
$0
01C
Quality Control
$0
01D
Startup & Commissioning
$0
01E
Survey
$0
01F
Engineers Trailers
$0
02A
Demolition
$0
02B
Earthwork & Yard Pipe
$348,168
02B.1
Landscaping
$0
02B.2
Paving
$0
02B.3
Site Concrete
$0
03A
Concrete & Reinforcing
$0
03A.1
Concrete Reinforcment
$0
04A
Masonry
$0
05A
Structural Steel
$0
05B
Miscellaneous Metals
$0
06A
Carpentry
$0
06B
Fiberglass Fabrications
$0
07A
Roofing, Accessories & Flashing
$0
07B
Sealants/Thermal Protection
$0
08A
Metal Doors, Frames, Hardware
$0
08B
Glass & Glazing
$0
08D
Overhead Coiling Doors
$0
09A
Drywall
$0
09B
Tile & Resilient Flooring
$0
09C
Suspended Acoustical Ceilings
$0
09E
Paintings & Coatings
$0
10A
Identification Devices & Misc. Specialties
$0
11C
Vertical Turbine Pumps
$147,700
11D
Submersible Mixers
$312,600
11E
Secondary Clarifier Mechanism
$837,325
11F
Fine and Coarse Aeration Systems
$174,230
11H
Submersible Pump for Dry Pit Application
$288,901
Page 4 of 501
11J
End Suction Centrifugal Pump
$41,021
11K
Equipment Installation
$0
13A
Wet Pipe Fire Extinguishing System
$0
13B
Prefabricated Metal Building
$0
14A
Hoist, Trolleys, Monorail
$0
15A
Process Mechanical
$2,266,106
15B
HVAC/Plumbing
$0
16A
Electrical, Instrumentation, & Control
$645,487
Total Tax Exempt Amount
$5,061,538
Gross Receipts Tax Credit, 65% * 7.8%
5.07%
(256,620)
$
Page 5 of 501
LIST OF SUBCONTRACTORS AND SUPPLIERS
5/4/2021 Rev 6/21/2021
Project:
GMP #2 Proposal
Client:
City of Chandler
Location:
Chandler, AZ
City Project #
WW1901.401
Work
Category
DESCRIPTION
Subcontractor / Supplier
Recommended Subcontractors / Suppliers
01A
General Requirements
Various
01B
Maintenance of Plant Operations
Various
01C
Quality Control
Alpha Geotechnical
01D
Startup & Commissioning
McCarthy
01E
Survey
Southwest Survey
01F
Engineers Trailers
Misc
02A
Demolition
Penhall
02B
Earthwork & Yard Pipe
McCarthy
02B.1
Landscaping
AAA Landscaping
02B.2
Paving
L&L Asphalt
02B.3
Site Concrete
Via Sun
03A
Concrete
McCarthy
03A.1
Concrete Reinforcment
Tyler Reinforcing
04A
Masonry
Denny Clark
05A
Structural Steel
Revolution
05B
Miscellaneous Metals
Revolution
06A
Carpentry
Best Holdings Group
06B
Fiberglass Fabrications
Fibergrate
07A
Roofing, Accessories & Flashing - ALT ONLY
Broken Arrow
07B
Sealants/Thermal Protection
RTI Sealants
08A
Metal Doors, Frames, Hardware
Walters and Wolf
08B
Glass & Glazing
SGSI Glass and Glazing
08D
Overhead Coiling Doors
Miner Corp
09A
Drywall
Pete King
09B
Tile & Resilient Flooring
Envision Flooring
09C
Suspended Acoustical Ceilings
Barret-Homes
09E
Paintings & Coatings
PPC
10A
Identification Devices & Misc. Specialties
Misc Vendors
11C
Vertical Turbine Pumps
Cascade/JCH
11D
Submersible Mixers
Invent
11E
Secondary Clarifier Mechanism
Walker
11F
Fine and Coarse Aeration Systems
Sanitaire/JCH
11H
Submersible Pump for Dry Pit Application
Flygt/JCH
11J
End Suction Centrifugal Pump
Fairbanks/Hennesy Mech
11K
Equipment Installation
McCarthy
13A
Wet Pipe Fire Extinguishing System
RCI Systems
13B
Prefabricated Metal Building
Arizona Corp
14A
Hoist, Trolleys, Monorail
Hoist Systems
15A
Process Mechanical
McCarthy
15B
HVAC/Plumbing
McCarthy
16A
Electrical, Instrumentation, & Control
Ludvik
Chandler Water Reclamation Facility Improvements Project
Page 6 of 501
WORK CATEGORY SCHEDULE OF VALUES ("SOV")
5/4/2021 Rev 6/21/2021
Project:
Chandler Water Reclamation Facility Improvements Project
GMP #2 Proposal
Client:
City of Chandler
Location:
Chandler, AZ
City Project #
WW1901.401
Work Category
Description
Total
A. DIRECT COSTS
01A
General Requirements
$391,897
01B
Maintenance of Plant Operations
$519,391
01C
Quality Control
$52,508
01D
Startup & Commissioning
$13,432
01E
Survey
$19,000
01F
Engineers Trailers
$148,366
02A
Demolition
$984,603
02B
Earthwork & Yard Pipe
$3,440,494
02B.1
Landscaping
$44,287
02B.2
Paving
$89,312
02B.3
Site Concrete
$119,764
03A
Concrete
$5,087,692
03A.1
Concrete Reinforcment
$879,869
04A
Masonry
$6,335
05A
Structural Steel
$642,403
05B
Miscellaneous Metals
$863,923
06A
Carpentry
$2,809
06B
Fiberglass Fabrications
$42,734
07B
Sealants/Thermal Protection
$11,024
08A
Metal Doors, Frames, Hardware
$31,482
08B
Glass & Glazing
$12,103
08D
Overhead Coiling Doors
$32,721
09A
Drywall
$119,345
09B
Tile & Resilient Flooring
$14,556
09C
Suspended Acoustical Ceilings
$6,815
09E
Paintings & Coatings
$347,253
10A
Identification Devices & Misc. Specialties
$99,901
11C
Vertical Turbine Pumps
$152,913
11D
Submersible Mixers
$317,719
11E
Secondary Clarifier Mechanism
$854,427
11F
Fine and Coarse Aeration Systems
$175,539
11H
Submersible Pump for Dry Pit Application
$196,668
11J
End Suction Centrifugal Pump
$47,402
11K
Equipment Installation
$1,675,810
13A
Wet Pipe Fire Extinguishing System
$32,703
13B
Prefabricated Metal Building
$564,673
14A
Hoist, Trolleys, Monorail
$231,563
15A
Process Mechanical
$4,263,556
15B
HVAC/Plumbing
$737,661
16A
Electrical, Instrumentation, & Control
$5,828,369
Direct Cost Subtotal
$29,103,022
Page 7 of 501
TOTAL WORK CATEGORY PACKAGE VALUE
$391,897
Description
Qty
Unit
Unit Price
Total
Both Sites
$130,520
CPM Schedule Preparation
1
LS
22,880.00
$22,880
CPM Schedule Progress Updates
23
MO
4,680.00
$107,640
Airport WRF
$90,661
Final Cleanup (Maintenance Bldg)
1.0
LS
1,533.00
$1,533
General Cleanup- Periodic
51
WK
446.73
$22,761
Haul Debris Service/Haz Com Program (3 LD/MO)
36.0
LD
260.06
$9,362
Temporary Toilets (2x per wk.) @ 6 for 12 Mo
72
MO
77.35
$5,569
Hand Wash (1x per Wk.) @ 3 for 12 Mo
36
MO
85.00
$3,060
Temp Ladders/Stairs/Site Lighting
1
LS
3,500.00
$3,500
Temp Protection
1
LS
5,000.00
$5,000
Project Signs
1
LS
12,000.00
$12,000
Fire Extinguishers
8
EA
150.00
$1,200
Progress Photos & Drone Flights
12
EA
450.00
$5,400
As-Builts per 01782
1
LS
2,000.00
$2,000
Utility Locating and Mapping
1
LS
10,000.00
$10,000
General Safety Labor
12
MO
773.00
$9,276
Ocotillo WRF
$170,716
Final Cleanup
1.0
LS
4,500.00
$4,500
General Cleanup- Periodic
101
WK
446.73
$45,328
Haul Debris Service/Haz Com Program (4 LD/MO)
91
LD
260.06
$23,665
Temporary Toilets (2x per wk.) @ 6.5 - 21 Mo
138
MO
77.35
$10,675
Hand Wash (1x per Wk.) @ 3 for 21 Mo
69
MO
85.00
$5,865
Temp Ladders/Stairs/Site Lighting
1
LS
3,500.00
$3,500
Temp Protection
1
LS
5,000.00
$5,000
Temp Fence / Barricades
1
LS
5,500.00
$5,500
Project Signs
1
LS
15,000.00
$15,000
Fire Extinguishers
20
EA
150.00
$3,000
Progress Photos & Drone Flights
21
EA
450.00
$9,450
As-Builts per 01782
1
LS
5,000.00
$5,000
Utility Locating and Mapping
1
LS
18,000.00
$18,000
General Safety Labor
21
MO
773.00
$16,233
TOTAL WORK CATEGORY PACKAGE VALUE
$391,897
Work Category:
GMP Date:
01A - General Requirements
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
Page 8 of 501
McCarthy Building
Companies
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Ben Whitlock
Contact Name
Contact Name
Contact Name
Contact Name
602-320-7837
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
bwhitlock@mccarthy.
com
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$519,391
$0
$0
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Per Plans & Specifications
Yes
2
Division 1 as it relates to this scope of work
Yes
3
01012 Plant Operation During Construction
Yes
Scope of Work
$560,790.00
$0
$0
$0
$0
4
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 01B - Maintenance of Plant Operations, in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but
not limited to the following:
Yes
5
1 year warranty from Final Acceptance (Aug 2023)
N/A
6
AWRF
7
CMAR MOPOs
8
Filters 1-8 Process Flow
Yes
9
Blower Piping Air Supply Test Included as an alternate
No
10
Civil MOPOs
11
Abandon 24" BW at Filters
WC 02B
12
Abandon 12" Filter to Waste Piping
WC 02B
13
Connection of 12-inch Backwash Water Pipe to new sewer manhole
WC 02B
14
Maintenance Bldg. POT/Sewer connections
WC 02B
15
Process MOPOs
16
Aeration Basin Diffuser Piping
N/A
17
Blower Piping
WC 15A
18
Abandon 8" SST Air Supply at Filters
WC 15A
19
Electrical MOPOs
20
MCC-BL2 to MCC-AER Feed Replacement
WC 16A
21
Thickening Building - MCC-TH2 - New Maintenance Building
Breaker/Feeders
WC 16A
22
OWRF
23
CMAR MOPOs
24
Chlorine Contact Basin Bypass for Structural & Process Modifications
Yes
25
Clarifier 1 & 2 Structure Shutdown
Yes
26
Filters 1 - 2 Process Flow
Yes
27
Anoxic Basin Process Flow
Yes
28
Clarifier Splitter Box (3 Coffer Dams)
Yes
29
RAS/WAS PS and Wetwell (Cleanout)
Yes
30
Reclaimed Water Pump Station Sluice Gates
Yes
31
Civil MOPOs
32
48" RW Installation at CCB
WC 02B
33
60" Manholes West of Sludge Holding Tanks
WC 02B
34
6" NPW Connection South of Aeration Basins
WC 02B
35
New Sewer MH East of Filters
WC 02B
36
Process MOPOs
N/A
Project Name: Chandler WRF Improvements
Project No. WW1901.401
01B - Maintenance of Plant Operations
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Base Bid:
Page 9 of 501
McCarthy Building
Companies
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Ben Whitlock
Contact Name
Contact Name
Contact Name
Contact Name
602-320-7837
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
bwhitlock@mccarthy.
com
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$519,391
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
01B - Maintenance of Plant Operations
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Electrical MOPOs
38
Secondary Clarifier #1, #2 and #3 feeders, drive motors, control panels, etc.
replacement and upgrade
WC 16A
39
MCC-539-001/002 prep for new disk filters #1-4
WC 16A
40
Reclaimed Water PS Ductbank Relocation
WC 16A
41
General
42
Provide lifting lugs for proper installation
Yes
43
Provide structural and anchorage calculation sealed by a registered
structural engineer in the state of Arizona
Yes
44
Provide all anchors and epoxy required for the installation of the equipment
Yes
45
Unloading & storage
Yes
46
GMP 1 Early Demo
-$41,399
47
ADD ALTERNATE NOT IN TOTAL (Blower Pipe Test Station)
$45,787
48
End of Scope
49
Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$519,391
$0
$0
$0
$0
Page 10 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
01B – Maintenance of Plant Operations
A - Filters
10,512
5,138
23,249
2,500
$41,399
AWRF Filters 1-8
Coffer dam engineering
1.0
EA
1,800.00
1,800
$1,800
Coffer dam fabrication
4.0
EA
5,000.00
20,000
$20,000
Coffer dam installation
4.0
EA
1,501.68
6,007
$6,007
Pump out Flocc Basins 1-4
4.0
EA
825.42
1,502
1,800
$3,302
Disinfect Filters 1-8, Filter Influent Channels and BW
10.0
EA
250.00
2,500
$2,500
Channel
Remove coffer dam
4.0
EA
750.84
3,003
$3,003
42" inflatable plug
2.0
MO
1,669.00
3,338
$3,338
Safety Equipment @ 2%
1.0
LS
827.97
828
$828
Small Tools/Consumables @ 1%
1.0
LS
620.98
621
$621
O - Aeration / Anoxic & MCC Replacement
101,044
47,616
19,240
$167,900
Anoxic Grit Removal
City to open mud valves to drain basins
2.0
EA
Grit Removal
1,017.0
CY
Crane
20.0
DY
1,864.04
11,594
25,687
$37,281
Forklift
20.0
DY
670.24
9,275
4,130
$13,405
CAT 242D Skid Steer
20.0
DY
914.08
9,888
8,394
$18,282
(6) Craft for cleanup
20.0
DY
2,620.32
52,406
$52,406
Trash Hoppers
6.0
EA
558.00
3,348
$3,348
2 Yd Concrete Buckets
6.0
EA
593.00
3,558
$3,558
Fuel (35 Gallons Per Day)
20.0
DY
122.50
2,450
$2,450
Power Washer
1.0
LS
2,500.00
2,500
$2,500
50% OT @ 1.43%
1.0
LS
17,880.17
17,880
$17,880
Safety Equipment @ 6%
1.0
LS
10,074.02
10,074
$10,074
Small Tools @ 4%
1.0
LS
6,716.02
6,716
$6,716
O - Chlorine Contact Basin
4,504
75,446
58,720
$138,670
OWRF Chlorine Contact Basin for Modifications
Pump Bypass
4.0 WK
30,631.25
72,125
50,400
$122,525
Labor to install and remove plug
1.0
EA
794.24
794
$794
48" inflatable plug
1.0
MO
1,669.00
1,669
$1,669
Forklift
8.0
HR
670.25
3,710
1,652
$5,362
Safety Equipment @ 6%
1.0
LS
8,320.23
8,320
$8,320
O - Clarifiers
2,052
19,328
$21,381
Secondary Clarifier 1 & 2
30" Inflatable Plug - Clarifier 1
8.0
MO
927.00
7,416
$7,416
Plug Installation/Removal - Clarifier 1
16.0
EA
183.70
794
2,145
$2,939
Forklift - Clarifier 1
4.0
HR
83.78
232
103
$335
30" Inflatable Plug - Clarifier 2
8.0
MO
927.00
7,416
$7,416
Plug Installation/Removal - Clarifier 2
16.0
EA
183.70
794
2,145
$2,939
Forklift - Clarifier 2
4.0
HR
83.78
232
103
$335
O - Effluent Storage Reservoir
9,020
4,068
835
$13,924
Reclaimed Water PS Sluice Gate
Remove 48" blind flanges
3.0
DY
3,462.32
7,861
2,526
$10,387
Forklift
1.0
DY
837.82
580
258
$838
Crane
1.0
DY
1,864.04
580
1,284
$1,864
Safety Equipment @ 4%
1.0
EA
556.98
557
$557
Consumables @ 2%
1.0
LS
278.49
278
$278
O - Filters
7,508
20,834
$28,342
OWRF Filters
Coffer dam engineering
2.0
EA
2,350.00
4,700
$4,700
Coffer dam fabrication
3.0
EA
5,000.00
15,000
$15,000
Coffer dam installation
3.0
EA
1,501.68
4,505
$4,505
Remove coffer dam
3.0
EA
1,001.12
3,003
$3,003
Small Tools/Consumables @ 4%
1.0
LS
1,133.68
1,134
$1,134
O - RAS/WAS Pump Station
10,481
15,992
2,345
500
$29,318
RAS/WAS PS and Wet Well
Clean
4.0
DY
3,462.32
10,481
3,368
$13,849
Vactor Truck and haul off for wet well
4.0
EA
2,979.90
11,920
$11,920
Safety Retrieval System
4.0
DY
176.00
704
$704
Disinfect Pump Station/Wet Well
1.0
EA
500.00
500
$500
Safety Equipment @ 4%
1.0
LS
1,172.73
1,173
$1,173
Small Tools @ 4%
1.0
LS
1,172.73
1,173
$1,173
O - Splitter Box Mods
7,324
5,137
13,384
$25,846
OWRF Splitter Box
Coffer dam engineering
1.0
EA
2,350.00
2,350
$2,350
Coffer dam fabrication
2.0
EA
5,000.00
10,000
$10,000
Coffer dam installation
2.0
EA
1,501.68
3,003
$3,003
Crane
4.0
DY
1,864.04
2,319
5,137
$7,456
Remove coffer dam
2.0
EA
1,001.12
2,002
$2,002
Consumables @ 4%
1.0
LS
1,033.82
1,034
$1,034
Z - General Requirements (both plants)
52,000
$94,010
Job Support Items
Final MOPO Development
1.0
LS
52,000.00
52,000
$52,000
Contractor Fee @ 9%
466,780.2
%
0.09
$42,010
01B – Maintenance of Plant Operations Total
152,447
172,726
190,608
3,000
$560,790
Page 11 of 501
Recommended
Alpha Geotechnical
& Materials, Inc
ACS Services
Ninyo & Moore
Advanced GPR
Corporation
Sub / Vendor
Aaron Tiemann
Sean Mayfield
Jony Martinez
Kevin Pine
Contact Name
623-414-9909
480-968-0190
520-577-7600
602-875-0909
(480) 000-0000
atiemann@alphageot
ech.com
email
email
@advancedgpr.
email
TOTAL WORK CATEGORY PACKAGE VALUE
$52,508
No Bid
No Bid
Incomplete Bid
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
No
2
Bid Submitted on McCarthy Bid Form
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
In Prequal
5
Surety Company
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Travelers Indemnity
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
Yes
16
Tier 2 Approved
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
6.1 had 3 minor on
less than 100k of
hrs
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
N/A
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
N/A
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
01C - Quality Control Testing
COMPANY INFORMATION
Work Category:
GMP Date:
Page 12 of 501
Recommended
Alpha Geotechnical
& Materials, Inc
ACS Services
Ninyo & Moore
Advanced GPR
Corporation
Sub / Vendor
Aaron Tiemann
Sean Mayfield
Jony Martinez
Kevin Pine
Contact Name
623-414-9909
480-968-0190
520-577-7600
602-875-0909
(480) 000-0000
atiemann@alphageot
ech.com
email
email
@advancedgpr.
email
TOTAL WORK CATEGORY PACKAGE VALUE
$52,508
No Bid
No Bid
Incomplete Bid
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
01C - Quality Control Testing
COMPANY INFORMATION
Work Category:
GMP Date:
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
Scope of Work
$40,529
$0
$0
$0
$0
41
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 01C - Quality Control Testing, in accordance with
and reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
42
Check to Spec completed and submitted to McCarthy
N/A
43
1 year warranty from Final Acceptance (Aug 2023)
N/A
44
Early concrete breaks for columns (16)
$1,994
45
Early concrete breaks for beams (6)
$748
46
Early concrete breaks for decks (46)
$5,733
47
Soil Compaction Tests (50)
$3,505
48
Mapping Services
N/A
49
COVID-19 Scope Items
50
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
51
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
52
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
53
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
54
All tools and equipment used must be sanitzed each day.
Yes
55
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
56
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
57
Personnel are not allowed to carpool to the site or while onsite.
Yes
58
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
59
60
End of Scope
61
Bond/CDI Cost
$0
$0
$0
$0
$0
62
TOTAL WORK CATEGORY PACKAGE VALUE
$52,508
$0
$0
$0
$0
Base Bid:
Page 13 of 501
-
-
-
-
-
-
April 05, 2021
Alpha Proposal Number: 21-CC-12148
Alpha Geotechnical & Materials, Inc. (Alpha), is pleased to present our estimate for sampling and testing services for this project. This
proposal is based upon a review of the Chandler Water Reclamation Facility Improvements Plans as part of a request for proposal dated
3/16/2021 by BWhitlock, Project Manager.
1.0 PROJECT UNDERSTANDING
Materials sampling, testing and special inspections services will be required to determine compliance with the applicable specifications and
jurisdictional regulations during construction. Alpha should revise this proposal once construction set drawings become available.
2.0 ESTIMATED FEES
Alpha proposes to complete the scope of services for a 'Not to Exceed' fee, as outlined in the attached cost estimate, provided the
estimated number of trips is not exceeded.
Charges will be made at the unit rates established in this proposal for all project-related time, including travel (port-to-port).
The quoted rates include the vehicle and all equipment necessary to perform field tests
There is an additional charge of $75 for same day service schedules.
Overtime (work over 8 hours per day or weekend work) will be invoiced at 1.5 times the hourly rate.
Unit prices for laboratory tests include all labor, equipment and administrative time necessary to complete the test procedure and
prepare the report.
Additional areas of construction may require materials testing or inspections to satisfy code or jurisdictional requirements. These
services will be provided at the client's request. However, they are not included in our cost estimate and will be invoiced according to
our Standard Unit Fee Schedule.
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Attention:
BWhitlock, Project Manager
Estimating Department
Regarding: Materials Testing and Sampling Services
Chandler Water Reclamation Facility
Improvements
# Trips
Cost
Building Pads (BP)
25
$7,392.00
Commercial Structure (CS)
20
$4,972.00
Drainage Facilities (DF)
2
$269.20
Dry Utilities (DU)
11
$1,390.60
Foundation (F)
34
$6,376.40
Sewer (S)
15
$2,085.00
Streets & Street Related Work (ST)
39
$7,701.40
Walls Load Bearing (WAL-LB)
38
$6,074.80
Water (W)
5
$583.00
Project Code Total
189
$36,844.40
Sub-Total
$36,844.40
Project Management
$3,684.44
TOTAL ESTIMATE
$40,528.84
Page 14 of 501
-
-
-
-
-
-
-
-
-
3.0 SCOPE OF SERVICES
Alpha will provide qualified and experienced personnel to perform the scopes as outlined in the attached cost estimate.
4.0 ASSUMPTIONS
Number of Trips
The Client's representative is responsible for coordinating testing efforts with Alpha so the minimum testing frequency, as required by
the applicable specifications (if specified), is met.
Not meeting the minimum tests per trip requirement will likely result in an increase in the number of trips and cost.
The minimum test per trip requirement is defined as the minimum number of tests required, by the applicable specification (if
specified), divided by the estimated number of trips per scope.
The number of trips estimated for each scope in this proposal is based on meeting or exceeding the minimum tests per trip
requirement.
The minimum tests per trip for each scope is outlined in the cost summary at the end of this proposal.
Other
This proposal includes concrete sampling and cylinders for every 50 cubic yards placed.
This proposal excludes special inspections, however may be added upon request.
This proposal excludes materials testing and inspections for site and screen walls, trash enclosures, light pole bases, concrete
bollards, and monument signs, however may be added upon request.
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Page 15 of 501
-
-
-
-
-
5.0 CLIENT RESPONSIBILITIES
Prior to the start of work, sign our attached Consulting Services Agreement or provide a Consulting Services Contract for our
signature.
Provide Alpha with updated plans each time there are changes to the existing plans.
Ensure the client representative coordinates scheduling service with Alpha to meet or exceed the minimum test per trip requirement as
outlined in the estimate.
Schedule services at least 24 hrs in advance (48 hrs for night work) by using the online scheduling portal at www.alphageotech.com
or calling 602-453-3265 Ext. 4. Alpha's office hours are from 8:00 am to 5:00 pm M-F.
Register all client authorized users on our secure website to access project specific test results and inspection reports within 24 hours
of the test taken.
6.0 DELIVERABLES
Reports
Test results and Final Reports are available for review or download on our secure web site at no charge. Final Reports on electronic media
and/or bound paper originals are $50 per report.
Reports of test results and inspections will be distributed to those designated by the client. Concrete compressive strength data, if
designated by the client, can also be provided to the concrete supplier.
7.0 ACKNOWLEDGEMENT
The Client acknowledges acceptance of this proposal by signing and returning it to Alpha Geotechnical & Materials, Inc. We look forward to
working with you on this project and are committed to enhancing the quality and value of the project to the owners.
If you have questions concerning this estimate, please contact Alf Wold at (602) 453-3265 extension 132, or e-mail questions to:
awold@alphageotech.com.
Respectfully submitted,
Attached:
- Consulting Services Agreement
- Estimate
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Alpha Geotechnical & Materials, Inc.
Aaron Tiemann
Project Manager
Email: atiemann@alphageotech.com
Office Phone: (602) 453-3265 x172
Cell Phone: (623) 414-9909
Reviewed by,
Alf Wold, P.E.
V.P. Operations
Office Phone: (602) 453-3265 x132
Cell Phone: (602) 370-0201
Page 16 of 501
This CONSULTING SERVICES AGREEMENT is made by and between:
- McCarthy Building Companies, Inc.
hereinafter referred to as CLIENT, and Alpha Geotechnical & Materials, Inc., hereinafter called Alpha.
The CONSULTING SERVICES AGREEMENT between the parties consists of these terms and conditions, the attached PROPOSAL
identified as Alpha Proposal Number:
and any exhibits or attachments noted in the PROPOSAL. Together, these elements will constitute the entire AGREEMENT superseding
any and all prior negotiations, correspondence, or agreements either written or oral. Any changes to this CONSULTING SERVICES
AGREEMENT must be mutually agreed to in writing.
SECTION 1 - SCOPE OF WORK
Alpha shall perform pursuant to the terms and conditions of this CONSULTING SERVICES AGREEMENT the services as set forth in the
accompanying PROPOSAL.
SECTION 2 - PERMITS & UTILITIES
1. Unless otherwise stated in the PROPOSAL, CLIENT shall apply for and obtain all required permits and licenses. CLIENT shall make all
necessary arrangements for right of entry to provide Alpha access to the site for all equipment and personnel at no charge to Alpha.
2. While Alpha will take all reasonable precautions to minimize any damage to the property, CLIENT agrees to hold Alpha harmless for any
damages to structures or any damage required for right of entry, in the absence of willful and gross misconduct by Alpha.
SECTION 3 - SAMPLES
Samples collected during this work will be retained for approximately 30 days after the sample is collected and then disposed.
SECTION 4 - INVOICES
Alpha will submit monthly progress invoices to CLIENT. Payment is due upon presentation of invoice and is past due thirty (30) days from
invoice date. CLIENT agrees to pay a finance charge of one and percent (1 1/2%) per month on past due invoices. Alpha may require a
retainer prior to start of work. Alpha will apply the retainer, if applicable, to the final invoice.
SECTION 5 - OWNERSHIP OF DOCUMENTS
1. All reports, field data, field notes, calculations, estimates and other documents prepared by Alpha, as instruments of service, shall remain
the property of Alpha.
2. Alpha will retain all pertinent records relating to the services performed for a period of five years following submission of the report,
during which period the records will be made available to CLIENT at reasonable times.
SECTION 6 - DISPUTES
In an effort to resolve any conflicts that arise during the design or construction of the Project or following the completion of the Project, the
CLIENT and Alpha agree that all disputes arising between them out of or relating to this Agreement or the Project shall be submitted to
mediation unless the parties mutually agree otherwise.
SECTION 7 - STANDARD OF CARE & NOTIFICATION
1. Services performed by Alpha under this CONSULTING SERVICES AGREEMENT will be conducted in a manner consistent with that
level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No warranty is
expressed or implied.
2. Alpha agrees to notify CLIENT when unanticipated hazardous materials or suspected hazardous materials are encountered. CLIENT
agrees to make any disclosures required by law to the appropriate governing agencies.
3. Alpha will be responsible for data, interpretations, and recommendations, but shall not be responsible for the interpretation by others of
the information developed.
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
CONSULTING SERVICES AGREEMENT
21-CC-12148
dated: April 05, 2021
Page 17 of 501
SECTION 8 - LIMITATION OF LIABILITY
1. CLIENT agrees to limit Alpha's liability to CLIENT and all third parties arising from Alpha's negligent acts, errors or omissions, such that
the total aggregate liability of Alpha to all those named shall not exceed our fees for the project or $50,000, whichever is less. Neither
CLIENT nor any third parties assume any liability for damages to others, which may arise solely on account of Alpha's negligent acts, errors
or omissions.
2. As part of the consideration Alpha requires for provision of the Services indicated herein, CLIENT agrees that any claim for damages
filed against Alpha by CLIENT of any contractor or subcontractor hired directly or indirectly by CLIENT will be filed solely against Alpha or
its successors or assigns and that no individual person shall be made personally liable or liable for damages, in whole or in part.
SECTION 9 - INSURANCE
Alpha represents and warrants that it and its agents, staff and consultants employed by it are protected by worker's compensation
insurance and that Alpha has such coverage under public liability and property damage insurance policies which Alpha deems to be
adequate. Certificates for all such policies of insurance will be provided to CLIENT, if requested. Within the limits and conditions of such
insurance, Alpha agrees to indemnify and hold CLIENT harmless from and against any loss, damage, or liability arising from any negligent
acts by Alpha, it agents, staff, and consultants employed by it. Alpha shall not be responsible for any loss, damage or liability arising from
any acts by CLIENT, its agents, staff, and other consultants employed by it.
SECTION 10 - TERMINATION
1. This CONSULTING SERVICES AGREEMENT may be terminated by either party upon seven (7) days written notice in the event of
substantial failure by the other party to perform in accordance with the terms hereof, or in the event of the parties' failure to agree upon an
adjustment to this CONSULTING SERVICES AGREEMENT in accordance with Section 6. Such termination shall not be effective if that
substantial failure has been remedied before expiration of the period specified in the written notice. In the event of termination, Alpha shall
be paid for services performed to the termination notice date plus reasonable termination expenses.
2. In the event of termination or suspension for more than three (3) months prior to completion of all reports contemplated by this
CONSULTING SERVICES AGREEMENT, Alpha may complete such analyses and records as are necessary to complete ALPHA's Project
files and may also complete a report on the services performed to the date of notice of termination or suspension. The expenses of
termination or suspension shall include all direct costs of ALPHA in completing such analyses, records and reports.
SECTION 11 - ENTIRE AGREEMENT
This CONSULTING SERVICES AGREEMENT along with the exhibits and/or proposals appended hereto constitute the entire
CONSULTING SERVICES AGREEMENT of the parties with respect to the subject matter hereof.
The Parties have read the foregoing, understand completely the terms and conditions, and willingly enter into this CONSULTING
SERVICES AGREEMENT which will become effective on the date signed by the CLIENT below.
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Alpha Geotechnical & Materials, Inc.
Client
By :
By
Name (please print): Carrie Weaver
Name
Title:
President
Title
Date:
April 05, 2021
Date
Page 18 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Chandler Water Reclamation Facility Improvements
Building Pads (BP) : Mass Grading : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Native Soil
Sampling
Engineering Technician -
Sampling Soils/Aggregate
4
1
4
2.7
$48.00
$129.60
Aggregate Base
Course
Sampling
Engineering Technician -
Sampling Soils/Aggregate
1
1
1
1.2
$48.00
$57.60
Native Soil
Compaction Testing
Sr Engineering Technician -
Nuclear Gauge
Soils/Aggregate
60
15
4
70.5
$54.00
$3,807.00
Aggregate Base
Course
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
32
8
4
13.6
$48.00
$652.80
Labor Total
25
88
$4,647.00
Building Pads (BP) : Mass Grading : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Native Soil
Lab Testing
Plasticity Index (Dry Preparation)
4
$58.00
$232.00
Native Soil
Lab Testing
Standard Proctor
4
$108.00
$432.00
Native Soil
Lab Testing
Swell (Remolded Sample)
4
$148.00
$592.00
Native Soil
Lab Testing
Gradation of soil or aggregate
4
$64.00
$256.00
Aggregate Base Course
Lab Testing
Plasticity Index (Wet Preparation)
1
$156.00
$156.00
Aggregate Base Course
Lab Testing
Standard Proctor
1
$138.00
$138.00
Aggregate Base Course
Lab Testing
Gradation of soil or aggregate
1
$64.00
$64.00
Laboratory Total
19
$1,870.00
Building Pads (BP) : Mass Grading Sub-Total
$6,517.00
Mileage Charge (25 trips X $35.00)
$875.00
Project Management
$739.20
Building Pads (BP) : Mass Grading Total
$8,131.20
Commercial Structure (CS) : Columns : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
5
5
1
4.75
$48.00
$228.00
Concrete
Sampling
Engineering Technician -
Sampling Concrete
5
5
1
8.5
$48.00
$408.00
Labor Total
10
13.25
$636.00
Commercial Structure (CS) : Columns : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
20
$18.00
$360.00
Laboratory Total
20
$360.00
Commercial Structure (CS) : Columns Sub-Total
$996.00
Mileage Charge (10 trips X $35.00)
$350.00
Project Management
$134.60
Commercial Structure (CS) : Columns Total
$1,480.60
Commercial Structure (CS) : Slab on Deck : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Page 19 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Concrete
Pick up
Engineering Technician
5
5
1
4.75
$48.00
$228.00
Concrete
Sampling
Engineering Technician -
Sampling Concrete
24
5
5
27.5
$48.00
$1,320.00
Labor Total
10
32.25
$1,548.00
Commercial Structure (CS) : Slab on Deck : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
96
$18.00
$1,728.00
Laboratory Total
96
$1,728.00
Commercial Structure (CS) : Slab on Deck Sub-Total
$3,276.00
Mileage Charge (10 trips X $35.00)
$350.00
Project Management
$362.60
Commercial Structure (CS) : Slab on Deck Total
$3,988.60
Drainage Facilities (DF) : Head/Wing Walls : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
1
1
1
0.95
$48.00
$45.60
Concrete
Sampling
Engineering Technician -
Sampling Concrete
1
1
1
1.7
$48.00
$81.60
Labor Total
2
2.65
$127.20
Drainage Facilities (DF) : Head/Wing Walls : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
4
$18.00
$72.00
Laboratory Total
4
$72.00
Drainage Facilities (DF) : Head/Wing Walls Sub-Total
$199.20
Mileage Charge (2 trips X $35.00)
$70.00
Project Management
$26.92
Drainage Facilities (DF) : Head/Wing Walls Total
$296.12
Dry Utilities (DU) : Mainline : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Backfill - Type I
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
20
5
4
8.5
$48.00
$408.00
Labor Total
5
8.5
$408.00
Dry Utilities (DU) : Mainline Sub-Total
$408.00
Mileage Charge (5 trips X $35.00)
$175.00
Project Management
$58.30
Dry Utilities (DU) : Mainline Total
$641.30
Dry Utilities (DU) : Structures : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
3
3
1
2.85
$48.00
$136.80
Concrete
Sampling
Engineering Technician -
Sampling Concrete
3
3
1
5.1
$48.00
$244.80
Labor Total
6
7.95
$381.60
Dry Utilities (DU) : Structures : Laboratory
Page 20 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
12
$18.00
$216.00
Laboratory Total
12
$216.00
Dry Utilities (DU) : Structures Sub-Total
$597.60
Mileage Charge (6 trips X $35.00)
$210.00
Project Management
$80.76
Dry Utilities (DU) : Structures Total
$888.36
Foundation (F) : Footings : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
5
5
1
4.75
$48.00
$228.00
Concrete
Sampling
Engineering Technician -
Sampling Concrete
5
5
1
8.5
$48.00
$408.00
Labor Total
10
13.25
$636.00
Foundation (F) : Footings : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
20
$18.00
$360.00
Laboratory Total
20
$360.00
Foundation (F) : Footings Sub-Total
$996.00
Mileage Charge (10 trips X $35.00)
$350.00
Project Management
$134.60
Foundation (F) : Footings Total
$1,480.60
Foundation (F) : Slab on Grade : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
12
12
1
11.4
$48.00
$547.20
Concrete
Sampling
Engineering Technician -
Sampling Concrete
27
12
3
35.4
$48.00
$1,699.20
Labor Total
24
46.8
$2,246.40
Foundation (F) : Slab on Grade : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
108
$18.00
$1,944.00
Laboratory Total
108
$1,944.00
Foundation (F) : Slab on Grade Sub-Total
$4,190.40
Mileage Charge (24 trips X $35.00)
$840.00
Project Management
$503.04
Foundation (F) : Slab on Grade Total
$5,533.44
Sewer (S) : Mainline : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Backfill - Type I
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
12
3
4
5.1
$48.00
$244.80
Labor Total
3
5.1
$244.80
Sewer (S) : Mainline Sub-Total
$244.80
Mileage Charge (3 trips X $35.00)
$105.00
Page 21 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Project Management
$34.98
Sewer (S) : Mainline Total
$384.78
Sewer (S) : Manhole Bases : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
4
4
1
3.8
$48.00
$182.40
Concrete
Sampling
Engineering Technician -
Sampling Concrete
4
4
1
6.8
$48.00
$326.40
Labor Total
8
10.6
$508.80
Sewer (S) : Manhole Bases : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
16
$18.00
$288.00
Laboratory Total
16
$288.00
Sewer (S) : Manhole Bases Sub-Total
$796.80
Mileage Charge (8 trips X $35.00)
$280.00
Project Management
$107.68
Sewer (S) : Manhole Bases Total
$1,184.48
Sewer (S) : Manholes : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Backfill - Type III
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
32
4
8
10.8
$48.00
$518.40
Labor Total
4
10.8
$518.40
Sewer (S) : Manholes Sub-Total
$518.40
Mileage Charge (4 trips X $35.00)
$140.00
Project Management
$65.84
Sewer (S) : Manholes Total
$724.24
Streets & Street Related Work (ST) : Curb & Gutter : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
4
4
1
3.8
$48.00
$182.40
Concrete
Sampling
Engineering Technician -
Sampling Concrete
4
4
1
6.8
$48.00
$326.40
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
8
0
0
2
$48.00
$96.00
Labor Total
8
12.6
$604.80
Streets & Street Related Work (ST) : Curb & Gutter : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
16
$18.00
$288.00
Laboratory Total
16
$288.00
Streets & Street Related Work (ST) : Curb & Gutter Sub-Total
$892.80
Mileage Charge (8 trips X $35.00)
$280.00
Project Management
$117.28
Streets & Street Related Work (ST) : Curb & Gutter Total
$1,290.08
Page 22 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Streets & Street Related Work (ST) : Driveways : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
2
2
1
1.9
$48.00
$91.20
Concrete
Sampling
Engineering Technician -
Sampling Concrete
2
2
1
3.4
$48.00
$163.20
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
4
0
0
1
$48.00
$48.00
Labor Total
4
6.3
$302.40
Streets & Street Related Work (ST) : Driveways : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
8
$18.00
$144.00
Laboratory Total
8
$144.00
Streets & Street Related Work (ST) : Driveways Sub-Total
$446.40
Mileage Charge (4 trips X $35.00)
$140.00
Project Management
$58.64
Streets & Street Related Work (ST) : Driveways Total
$645.04
Streets & Street Related Work (ST) : Parking Lot : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Aggregate Base
Course
Sampling
Engineering Technician -
Sampling Soils/Aggregate
1
1
1
1.2
$48.00
$57.60
Asphaltic Concrete
Sampling
Engineering Technician -
Sampling Asphaltic Concrete
4
0
0
2
$48.00
$96.00
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
16
4
4
6.8
$48.00
$326.40
Aggregate Base
Course
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
16
4
4
6.8
$48.00
$326.40
Asphaltic Concrete
Compaction Testing
Engineering Technician -
Nuclear Gauge Asphaltic
Concrete
20
4
5
22.8
$48.00
$1,094.40
Labor Total
13
39.6
$1,900.80
Streets & Street Related Work (ST) : Parking Lot : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Aggregate Base Course
Lab Testing
Gradation of soil or aggregate
1
$64.00
$64.00
Aggregate Base Course
Lab Testing
Plasticity Index (Wet Preparation)
1
$156.00
$156.00
Aggregate Base Course
Lab Testing
Standard Proctor
1
$138.00
$138.00
Asphaltic Concrete
Lab Testing
Rice or Maximum Theoretical Specific Gravity
4
$148.00
$592.00
Asphaltic Concrete
Lab Testing
Oil Content by Ignition Method
4
$96.00
$384.00
Asphaltic Concrete
Lab Testing
Gradation of extracted aggregate
4
$50.00
$200.00
Laboratory Total
15
$1,534.00
Streets & Street Related Work (ST) : Parking Lot Sub-Total
$3,434.80
Mileage Charge (13 trips X $35.00)
$455.00
Project Management
$388.98
Streets & Street Related Work (ST) : Parking Lot Total
$4,278.78
Streets & Street Related Work (ST) : Roadway : Labor
Material
Service
Item
# Tests /
Trips
Tests /
Total
Rate
Sub-Total
Page 23 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Samples
Trip
Hours
Concrete
Pick up
Engineering Technician
3
3
1
2.85
$48.00
$136.80
Concrete
Sampling
Engineering Technician -
Sampling Concrete
3
3
1
5.1
$48.00
$244.80
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
6
0
0
1.5
$48.00
$72.00
Labor Total
6
9.45
$453.60
Streets & Street Related Work (ST) : Roadway : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
12
$18.00
$216.00
Laboratory Total
12
$216.00
Streets & Street Related Work (ST) : Roadway Sub-Total
$669.60
Mileage Charge (6 trips X $35.00)
$210.00
Project Management
$87.96
Streets & Street Related Work (ST) : Roadway Total
$967.56
Streets & Street Related Work (ST) : Sidewalk : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
2
2
1
1.9
$48.00
$91.20
Concrete
Sampling
Engineering Technician -
Sampling Concrete
2
2
1
3.4
$48.00
$163.20
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
4
0
0
1
$48.00
$48.00
Labor Total
4
6.3
$302.40
Streets & Street Related Work (ST) : Sidewalk : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
8
$18.00
$144.00
Laboratory Total
8
$144.00
Streets & Street Related Work (ST) : Sidewalk Sub-Total
$446.40
Mileage Charge (4 trips X $35.00)
$140.00
Project Management
$58.64
Streets & Street Related Work (ST) : Sidewalk Total
$645.04
Streets & Street Related Work (ST) : Valley Gutters : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
2
2
1
1.9
$48.00
$91.20
Concrete
Sampling
Engineering Technician -
Sampling Concrete
2
2
1
3.4
$48.00
$163.20
Native Soil
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
4
0
0
1
$48.00
$48.00
Labor Total
4
6.3
$302.40
Streets & Street Related Work (ST) : Valley Gutters : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
8
$18.00
$144.00
Laboratory Total
8
$144.00
Page 24 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Streets & Street Related Work (ST) : Valley Gutters Sub-Total
$446.40
Mileage Charge (4 trips X $35.00)
$140.00
Project Management
$58.64
Streets & Street Related Work (ST) : Valley Gutters Total
$645.04
Walls Load Bearing (WAL-LB) : Building : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Grout
Pick up
Engineering Technician
4
4
1
3.8
$48.00
$182.40
Grout
Sampling
Engineering Technician -
Sampling Grout
4
4
1
6.8
$48.00
$326.40
Labor Total
8
10.6
$508.80
Walls Load Bearing (WAL-LB) : Building : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Grout
Lab Testing
Compressive Strength of Grout Prisms
16
$18.00
$288.00
Laboratory Total
16
$288.00
Walls Load Bearing (WAL-LB) : Building Sub-Total
$796.80
Mileage Charge (8 trips X $35.00)
$280.00
Project Management
$107.68
Walls Load Bearing (WAL-LB) : Building Total
$1,184.48
Walls Load Bearing (WAL-LB) : Retaining : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Concrete
Pick up
Engineering Technician
15
15
1
14.25
$48.00
$684.00
Concrete
Sampling
Engineering Technician -
Sampling Concrete
23
15
2
33.5
$48.00
$1,608.00
Labor Total
30
47.75
$2,292.00
Walls Load Bearing (WAL-LB) : Retaining : Laboratory
Material
Service
Item
# Tests
Rate
Sub-Total
Concrete
Lab Testing
Compressive Strength of Concrete Specimens
92
$18.00
$1,656.00
Laboratory Total
92
$1,656.00
Walls Load Bearing (WAL-LB) : Retaining Sub-Total
$3,948.00
Mileage Charge (30 trips X $35.00)
$1,050.00
Project Management
$499.80
Walls Load Bearing (WAL-LB) : Retaining Total
$5,497.80
Water (W) : Mainline : Labor
Material
Service
Item
# Tests /
Samples
Trips
Tests /
Trip
Total
Hours
Rate
Sub-Total
Backfill - Type I
Compaction Testing
Engineering Technician -
Nuclear Gauge
Soils/Aggregate
20
5
4
8.5
$48.00
$408.00
Labor Total
5
8.5
$408.00
Water (W) : Mainline Sub-Total
$408.00
Mileage Charge (5 trips X $35.00)
$175.00
Project Management
$58.30
Water (W) : Mainline Total
$641.30
Page 25 of 501
Client: McCarthy Building Companies, Inc.
Project: Chandler Water Reclamation Facility Improvements
Proposal Number: 21-CC-12148
Location: 905 East Queen Creek Road & 3333 South Old
Price Road
Date: 04-05-2021
Cost Summary
Sub-Total:
$36,844.40
Project Management Total
$3,684.44
Grand Total
$40,528.84
Page 26 of 501
01D - Startup & Commissioning
TOTAL WORK CATEGORY PACKAGE VALUE
$13,432
Description
Qty
Unit
Unit Price
Total
Airport WRF
$5,256
Filters 1-5
1
LS
2,920
$2,920
Aeration Basins 1-2
1
LS
2,336
$2,336
Ocotillo WRF
$8,176
Anoxic Basins
1
LS
3,504
$3,504
Clarifier #1
1
LS
1,168
$1,168
Clarifier #2
1
LS
1,168
$1,168
Filters 1-4
1
LS
2,336
$2,336
TOTAL WORK CATEGORY PACKAGE VALUE
$13,432
Work Category:
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
Startup and commissioning cost are support costs for complete system startups.
All individual process equipment startup is included in each equipment work category.
Page 27 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 01E Surveying
Subcontractor/Supplier Name
Status
Southwest Survey Solutions
Recommended
D2 Surveying
Proposed
Rick Engineering Company
Proposed
82 Bravo LLC
Declined
Skynewest
Declined
DBE Surveying
Declined
Geomatics Consulting Group
Declined
Inti, LLC
Declined
Ritoch-Powell & Associates
Declined
The CK Group
Declined
Trace Consulting
Declined
JT2 Enterprises
Declined
Lemme Associates AZ
Declined
Page 28 of 501
Recommended
Southwest Survey
Solutions
D2 Surveying
Rick Engineering
Company
Sub / Vendor
Sub / Vendor
Todd Highland
Jeremy
Randy Hagar
Contact Name
Contact Name
480-522-6661
480-221-1368
623-262-1581
(480) 000-0000
(480) 000-0000
toddh@s3-az.com
jeremy@d2surveying.c
om
rhager@rickengineerin
g.com
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$19,000
$23,000
$23,000
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
N/A
N/A
N/A
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
N/A
N/A
N/A
5
Surety Company
N/A
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Unit Price
Unit Price
Unit Price
9
Bond/CDI Cost
0.000%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
COUNTRY Mutual
Insurance Company
RLI Insurance
Company
XL Specialty
Company
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
15
Tier 1 Approved
Yes
No
No
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
19
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
20
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
21
Tie-off above 6' required
Yes
Yes
Yes
22
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
23
Acknowledges Soils Report
N/A
N/A
N/A
24
Acknowledges Addenda
N/A
N/A
N/A
25
Hold Bid for 150 Days
Yes
Yes
Yes
26
Pricing good for the duration of the project
Yes
No
No
27
Sales Tax Included
N/A
N/A
N/A
28
COVID-19 Market Questions
29
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
30
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
32
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
36
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
37
Project Name: Chandler WRF Improvements
Project No. WW1901.401
01E - Surveying
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 29 of 501
Recommended
Southwest Survey
Solutions
D2 Surveying
Rick Engineering
Company
Sub / Vendor
Sub / Vendor
Todd Highland
Jeremy
Randy Hagar
Contact Name
Contact Name
480-522-6661
480-221-1368
623-262-1581
(480) 000-0000
(480) 000-0000
toddh@s3-az.com
jeremy@d2surveying.c
om
rhager@rickengineerin
g.com
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$19,000
$23,000
$23,000
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
01E - Surveying
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
Per Plans & Specifications
No
No
No
39
Division 1 as it relates to this scope of work
No
No
No
Scope of Work
Unit Cost
Unit Cost
Unit Cost
$0
$0
40
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 01E - Surveying, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
Yes
Yes
Yes
41
Check to Spec completed and submitted to McCarthy
N/A
N/A
N/A
42
1 year warranty from Final Acceptance (Aug 2023)
N/A
N/A
N/A
43
All scopes include 1 man crew
Yes
Yes
Yes
44
Structural control, layout and benchmarks
Yes
Yes
Yes
45
AWRF
46
Filters
$2,280
$3,120
$3,000
47
Blower Piping
$2,280
$3,120
$3,000
48
Maintenance Bldg.
$1,520
$2,080
$2,000
49
OWRF
50
Anoxic Basins
$1,520
$2,080
$2,000
51
Filters
$3,040
$4,160
$4,000
52
Reservoir
$4,560
$6,240
$6,000
53
Administrative Fees for invoices
$3,800
$2,200
$3,000
54
COVID-19 Scope Items
55
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
56
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
57
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
58
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
59
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
60
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
61
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
N/A
62
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
63
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
64
65
End of Scope
66
Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$19,000
$23,000
$23,000
$0
$0
Base Bid:
Page 30 of 501
Southwest Survey Solutions LLC
4615 East Warner Road, Suite 5
Gilbert, AZ 85296
Office: 480-414-4121
Fax: 1-888-870-6203 Email: toddh@s3-az.com
March 31, 2020
McCarthy Building Companies, Inc.
6225 N 24th Street, Suite 200
Phoenix, AZ 85016
Re: Chandler WRF Improvements - GMP 02 Full Time S3 Surveyor/Grade Checker Support
Below is bullet point of the services and how the fees work under this type of agreement with S3.
Services
Site calibration
Prelim topo’s
Quantity topo’s
Final topo’s and as-builts
Staking
Grade checking
Machine control support (loading control an models, trouble shooting)
Cost
Flat rate cost of $95.00/hr. Includes trained surveyor/grade checker, office support including
calcs, quantities, as-builts, and employee management.
S3 UTV or Vehicle for site travel included.
Base and Rover included in rate.
PO forms signed daily by the site McCarthy supervisor.
When the site is a full-time project the billable hours are on-site time. Projects less than 40hrs
will be billed port to port.
Rate does not change/increase for overtime.
Arizona RLS services are included in the flat rate.
Site specific training shall be paid under hourly rate.
This does not include boundary and ALTA type surveys.
Please feel free to contact me with any questions or clarifications.
Regards,
Todd Highland
Page 31 of 501
TOTAL WORK CATEGORY PACKAGE VALUE
$148,366
Description
Qty
Unit
Unit Price
Total
Trailer Rental (24'x60')
24
MO
1,500
$36,000
Trailer Set Up and Demob
1
LS
9,100
$9,100
Trailer Furnishings
1
LS
19,500
$19,500
Trailer Utilities
24
MO
450
$10,800
Construction Trailer Permit
1
LS
5,500
$5,500
Copier and Office Supplies
24
MO
850
$20,400
Internet
24
MO
500
$12,000
Drinking Water and Cups
24
MO
390
$9,360
Trailer Signs
1
LS
650
$650
Old Admin Cleaning
24
MO
450
$10,800
VOIP Phones
72
MO
48
$3,456
Trailer Cleaning
24
MO
450
$10,800
TOTAL WORK CATEGORY PACKAGE VALUE
$148,366
Work Category:
GMP Date:
01F - Engineer Trailers
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
Page 32 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 02A Demolition
Subcontractor/Supplier Name
Status
Penhall Company
Recommended
Dickens Quality Demolition
Proposed
BCS Demolition
Proposed
Viking
Declined
Cano Structures
Declined
Desert Services International Inc.
Declined
Total Quality Contracting
Declined
Advanced Demolition
Declined
The Ground Level Co.
Declined
Page 33 of 501
Recommended
Penhall Company
Dickens Quality
Demolition
BCS Demolition
Sub / Vendor
Sub / Vendor
Josh Hernandez
Craig Snider
Cameron Morris
Contact Name
Contact Name
949-562-5935
602-361-5173
480-620-0491
(480) 000-0000
(480) 000-0000
jhernandez@penhall.c
om
csnider@dickensquality
.com
cjmorris@bcsdemo.co
m
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
Yes
Yes
5
Surety Company
Arch Insurance
Company
Merchants Bonding
Company
Western Surety
Company
6
Surety AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
7
AM Best Financial Size X($500M to $750M) or higher
Yes
No
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
9
Bond/CDI Cost
2.000%
0.750%
2.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix) CGL $5 Million
Yes
Yes
Yes
11
GL Insurance Company Name
Zurich American
Insurance Company
Evanston Insurance
Company
Great Divide
Insurance Company
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance as required by the Front Ends
Yes
Yes
Yes
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
1.33
3.25
1.07
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for ALL of Sub's Own Work Scope
Yes
Yes
Yes
24
Acknowledges Soils Report
Yes
Yes
Yes
25
Acknowledges Addenda 1-4
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
Yes
28
Sales Tax Included
N/A
N/A
N/A
29
COVID-19 Market Questions
30
Has your work program been impacted by the COVID-19 situation? % of work
stopped or delayed by more than 2 weeks?
No
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
33
Have you had any difficulty with employees not wanting to come to work because
of the risk of infection?
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
02A - Demolition
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 34 of 501
Recommended
Penhall Company
Dickens Quality
Demolition
BCS Demolition
Sub / Vendor
Sub / Vendor
Josh Hernandez
Craig Snider
Cameron Morris
Contact Name
Contact Name
949-562-5935
602-361-5173
480-620-0491
(480) 000-0000
(480) 000-0000
jhernandez@penhall.c
om
csnider@dickensquality
.com
cjmorris@bcsdemo.co
m
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
02A - Demolition
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
38
39
Per Plans & Specifications
Yes
Yes
No
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
41
Spec Section 01012 Plant Operation During Construction
Yes
Yes
Yes
42
Spec Section 02050 Demolitions
Yes
Yes
Yes
Scope of Work
$1,150,529
$1,155,222
$916,341
$0
$0
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 02A Demolition, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
Yes
Yes
Yes
44
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
N/A
Yes
46
Electrical determ and make safe at all demolition areas for both sites
WC 16A
WC 16A
WC 16A
47
Understands project schedule requirements and critical path
Yes
Yes
Yes
48
Includes crews and OT as needed to perform the OWRF Anoxic/Aeration/RAS
shutdown in February & March of 2022
Yes
No
Yes
49
Demo Contractor has reviewed and understands the Q&A log
Yes
Yes
Yes
50
Wash down structures and chlorinate
$16,500
$16,500
$16,500
51
AWRF Site
52
Remove asphalt parking lot & curb south of Thickening Bldg.
WC 02B
WC 02B
WC 02B
53
Remove 55' of 24" BW south of filter #1 as shown and abandon in place
WC 02B
WC 02B
WC 02B
54
Remove 2" pressure assembly and bollards
WC 02B
WC 02B
WC 02B
55
Abandon in place 8" SST BWA @ Filters
WC 15A
WC 15A
WC 15A
56
Abandon in place 12" DIA DIP Filter to Waste Piping @ Filters
WC 02B
WC 02B
WC 02B
57
Abandon in place 30" DIA DIP Filter Effluent Piping @ Filters
N/A - Completed in
UV Structure
N/A - Completed in
UV Structure
N/A - Completed in
UV Structure
58
Abandon in place Flow Meter Manholes
N/A - No Scope
Required
N/A - No Scope
Required
N/A - No Scope
Required
59
AWRF Blower Bldg./Blower Piping
60
Remove 30" and haul off Temp Steel Blower Air Pipe from basin 1 to Blower
BLDG
WC 15A
WC 15A
WC 15A
61
Remove existing pipe supports under 30" Temp Steel Air Pipe
WC 15A
WC 15A
WC 15A
62
Remove FRP air pipe to SST connections and Cap
WC 03A/15A
WC 03A/15A
WC 03A/15A
63
Salvage existing 20" expansion joints and BFVs
WC 15A
WC 15A
WC 15A
64
Remove pipe hangers in blower building
WC 15A
WC 15A
WC 15A
65
Remove HVAC Exhaust Fans
WC 15B
WC 15B
WC 15B
66
AWRF Aeration Basins
67
Remove metal stairs on NW corner of A Basin #4
Yes
Yes
Yes
68
Remove diffuser piping, anchors and supports in 2 aeration basins (2 basins are
part of alternate #4)
-$4,800
Yes
Yes
69
Salvage stainless steel couplings
Yes
No
Yes
70
AWRF Filters
71
Remove ALL filter influent troughs in Filters 1-8
Yes
$443
Yes
Base Bid:
Page 35 of 501
Recommended
Penhall Company
Dickens Quality
Demolition
BCS Demolition
Sub / Vendor
Sub / Vendor
Josh Hernandez
Craig Snider
Cameron Morris
Contact Name
Contact Name
949-562-5935
602-361-5173
480-620-0491
(480) 000-0000
(480) 000-0000
jhernandez@penhall.c
om
csnider@dickensquality
.com
cjmorris@bcsdemo.co
m
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
02A - Demolition
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
72
Remove 4 decks as shown on D-1.14 in Filters 2,3,6 & 7
Yes
$26,040
Yes
73
Remove Filter influent and BW Gates
WC 11K
WC 11K
WC 11K
74
Salvage and relocate anthracite media from 1-8 to 9-16 as needed
WC 11K
WC 11K
WC 11K
75
Remove ALL Filter underdrains in Filters 1-8
Yes
$5,409
Yes
76
Sawcut & remove (3) 12'x10' wall openings per Q&A 80
Yes
Yes
Yes
77
Sawcut & remove 2'x4'' Filter influent wall openings
Yes
Yes
Yes
78
Sawcut & remove (15) walls 6'x8' between filters 1-8 to allow for new concrete
walls to be built as shown on Structural drawings
Yes
$14,702
$10,500
79
Remove grout behind 6'x8' wall openings at 8 locations
Yes
$24,175
$391,400
80
Delete grout behind (2) 6'x8' wall openings between filters 1 & 2
-$6,097
-$6,044
-$97,850
81
Remove grout in Filters 2-8 (Filter 1 removed from price)
-$11,323
Yes
Yes
82
Remove FRP overflow trough per Q&A 105
Yes
$750
$750
83
Remove steel platform above filters 2&3 per Q&A 106
Yes
$6,640
$500
84
Cap and abandon in place 42" PCCP line in UV splitter box
WC 03A/15A
WC 03A/15A
WC 03A/15A
85
Sawcut and remove 4'x5' concrete wall to splitter box per note 3 on section E
Yes
Yes
Yes
86
Cap and abandon in place 30" DIP line in UV splitter box
WC 03A/15A
WC 03A/15A
WC 03A/15A
87
Core (36) 6" diameter cores at 3 new sumps per Detail 5 on S-1.70
Yes
$4,154
$4,000
88
Sawcut 4'x4' slab at 3 locations for new sumps
Yes
$4,449
$9,000
89
Sawcut and remove 4'x5' concrete wall for BW channel access x 2
$10,000
$10,000
$10,000
90
OWRF Site
91
Remove 12" Sewer for new MH @ SW corner of existing Blower Bldg.
WC 02B
WC 02B
WC 02B
92
Remove asphalt paving and curb around old Admin Bldg.
WC 02B
WC 02B
WC 02B
93
Relocate 3 light pole bases around old Admin Bldg. and Dewatering PS
WC 03A/16A
WC 03A/16A
WC 03A/16A
94
Relocate electrical conduit around old Admin Bldg. and Dewatering PS
WC 16A
WC 16A
WC 16A
95
Remove existing curb north of Filters 1 & 2
WC 02B
WC 02B
WC 02B
96
Determ and pull wire from ductbank south of RWPS
WC 16A
WC 16A
WC 16A
97
Remove ductbank south of RWPS
WC 02B
WC 02B
WC 02B
98
Remove 48" OF pipe south of RWPS
WC 02B
WC 02B
WC 02B
99
Abandon and bury west reservoir structure per D-3.05
WC 02B
WC 02B
WC 02B
100
Sawcut and cap 24" influent headers per D-3.06
WC 02B
WC 02B
WC 02B
101
Remove & cap 8" NPW and air line south of anoxic basin.
WC 02B
WC 02B
WC 02B
102
Remove 24" BFVs at reservoir inlet chamber
WC 11K
WC 11K
WC 11K
103
OWRF CCB
104
Core (11) 6" cores for new beam S-3.60
Yes
$1,270
$2,000
105
Sawcut & remove 18"x13' opening in CCB deck
Yes
Yes
Yes
106
OWRF Filters 1 & 2
107
Remove flow metering vault north of filters
Yes
Yes
Yes
108
Remove flow meter in box north of filters
WC 15A
WC 15A
WC 15A
109
Remove all concrete as shown on the drawings
Yes
Yes
Yes
110
Remove all equipment, media, conduits, piping within the demolition limits of
Filters 1 & 2
Yes
Yes
$27,000
111
Remove concrete stairs
Yes
Yes
Yes
112
Remove slide gates
WC 11K
WC 11K
WC 11K
Page 36 of 501
Recommended
Penhall Company
Dickens Quality
Demolition
BCS Demolition
Sub / Vendor
Sub / Vendor
Josh Hernandez
Craig Snider
Cameron Morris
Contact Name
Contact Name
949-562-5935
602-361-5173
480-620-0491
(480) 000-0000
(480) 000-0000
jhernandez@penhall.c
om
csnider@dickensquality
.com
cjmorris@bcsdemo.co
m
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
02A - Demolition
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
113
OWRF Aeration Basins
114
Sawcut and remove foam (16) ports below deck
Yes
Yes
No
115
Sawcut and remove (8) openings on west wall
Yes
Yes
Yes
116
Sawcut and remove (16) 18"x24" opening in the west deck per S-3.01
Yes
Yes
Yes
117
Core (35) 6" cores in the west deck per S-3.01
Yes
Yes
$4,000
118
Remove SST air line and supports in south channel of aeration basins and into
splitter box channels
WC 15A
WC 15A
WC 15A
119
Sawcut and remove (8) wall openings on east dividing wall
Yes
Yes
No
120
Sawcut and remove south effluent channel and pipe chase
Yes
Yes
Yes
121
Remove aluminum handrail on south channel wall
Yes
Yes
Yes
122
Remove NPW piping, pipe supports & spray nozzles throughout aeration basins
WC 15A
WC 15A
WC 15A
123
OWRF Anoxic Basins
124
Remove slide/sluice gates throughout structure
WC 11K
WC 11K
WC 11K
125
Sawcut 6'x2' opening on north deck
Yes
Yes
Yes
126
Remove (8) vertical mixers
WC 11K
WC 11K
WC 11K
127
Remove 8" mud valves
WC 15A
WC 15A
WC 15A
128
Remove IMLR deck and wall and all pipe, conduits, appurtenances, etc. located
on wall
Yes
Yes
Yes
129
Remove 24" RAS Piping
WC 02B/15A
WC 02B/15A
WC 02B/15A
130
Remove 36" Flow Meter in vault
WC 15A
WC 15A
WC 15A
131
Remove metal stairs, handrail and concrete pad
Yes
Yes
Yes
132
Remove concrete T wall separating east/west anoxic basins north of the IMLR
discharge channel
Yes
Yes
Yes
133
Salvage and reinstall IMLR pump seal water assembly
WC 15A
WC 15A
WC 15A
134
Sawcut 24" RAS Piping 6" below RAS 90
WC 15A
WC 15A
WC 15A
135
OWRF Clarifier Splitter Box
136
Remove mixers
WC 11K
WC 11K
WC 11K
137
Remove grating and supports
Yes
Yes
Yes
138
Remove slide/sluice/weir gates
WC 11K
WC 11K
WC 11K
139
Remove mud valves
WC 1A
WC 1A
WC 1A
140
OWRF Clarifiers 1 & 2
141
Remove walkway, stairs, handrail, suction piping and clarifier mechanisms
WC 11K
WC 11K
WC 11K
142
Remove 30" pipe from effluent trough
WC 15A
WC 15A
WC 15A
143
Remove effluent trough and concrete beams
Yes
Yes
Yes
144
Remove 8" drain plug valve
WC 02B
WC 02B
WC 02B
145
Remove concrete grout topping
Yes
Yes
Yes
146
Remove scum box
WC 11K
WC 11K
WC 11K
147
Remove influent riser piping
WC 11K
WC 11K
WC 11K
148
OWRF RAS/WAS PS
149
Remove all pipe, metal pipe supports, valves, etc.
WC 15A
WC 15A
WC 15A
150
Remove all pumps
WC 11K
WC 11K
WC 11K
151
Remove concrete pipe/equipment supports
Yes
Yes
$4,250
152
Demo hatch and bush concrete for replacement assume 8" around perimeter
(bar to remain in place)
Yes
Yes
$2,500
153
Haul off demolished materials removed by WC 02A
Yes
Yes
Yes
Page 37 of 501
Recommended
Penhall Company
Dickens Quality
Demolition
BCS Demolition
Sub / Vendor
Sub / Vendor
Josh Hernandez
Craig Snider
Cameron Morris
Contact Name
Contact Name
949-562-5935
602-361-5173
480-620-0491
(480) 000-0000
(480) 000-0000
jhernandez@penhall.c
om
csnider@dickensquality
.com
cjmorris@bcsdemo.co
m
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
02A - Demolition
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
154
Unloading & storage
Yes
Yes
Yes
155
Temporary protection of structures and equipment staying in place
Yes
Yes
Yes
156
GMP 1 Early Demolition @ AWRF Filters
-$189,512
-$189,512
-$189,512
157
COVID-19 Scope Items
158
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
159
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
160
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
161
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
162
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
163
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
164
Subcontractors with onsite trailers must sanitize trailer interior high contact areas
and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the AHJ.
Yes
Yes
Yes
165
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
166
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
167
168
End of Scope
169
Bond/CDI Cost
$19,306
$8,056
$22,228
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$984,603
$1,082,255
$1,133,607
$0
$0
Page 38 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
Penhall Company
3301 E Wood St
Phoenix, AZ 85040
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
4/21/21
Penhall Company
AZ
Demolition Company
City of Chandler- Chandler Water Reclamation Facility- Improvements Project- GMP 2
DocuSign Envelope ID: B692B656-DA6F-4E08-B641-0D5FFFE3EE2D
Page 39 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
listed on Penhall's Proposal
1,352,125.68
17,021.00 estimate
$1,167,550.08
2
estimate
Alliant Insurance Services, Inc.
DocuSign Envelope ID: B692B656-DA6F-4E08-B641-0D5FFFE3EE2D
1,369,146.68
See proposal breakout
below. Base work category
value is $1,150,529.08.
Above value of
$1,369,146.68 includes cost
for alternates that are not
included in total GMP 2
amount.
Page 40 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
61,833,61
139,762.99
.95
.87
.70
2,658,794
2,453,712
2,247,921
8
6
4
1.73
1.71
1.33
DocuSign Envelope ID: B692B656-DA6F-4E08-B641-0D5FFFE3EE2D
Page 41 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
x
DocuSign Envelope ID: B692B656-DA6F-4E08-B641-0D5FFFE3EE2D
Page 42 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
7501 Esters Blvd Ste 150
Irving, TX 75063
817-796-7150
ROC084469/ ROC084470
American Zurich Insurance
DocuSign Envelope ID: B692B656-DA6F-4E08-B641-0D5FFFE3EE2D
bberger@penhall.com
Sr. Vice President
Brian Berger
Page 43 of 501
Concrete Sawing, Drilling, Scanning and Breaking
PROPOSAL
Date:
4/19/2021
Phone:
602.320.7837
Attention:
Ben Whitlock
Fax:
N/A
Company:
McCarthy
Email:
bwhitlock@mccarthy.com
Re:
Chandler WRF Improvements
Thank you for the opportunity to submit this proposal for your consideration. I have listed below a scope of work outlining what is
included in the quoted price. Please feel free to contact me with any questions. Penhall Company proposes to furnish labor and
equipment to:
AWRF Aeration Basins
Remove metal stairs on NW corner of A Basin #4
Yes
Remove diffuser piping, anchors, and supports in 2 aeration basins (2 basins
are part of alternate #4)
Yes
Salvage stainless steel couplings
Yes
AWRF Filters
Remove ALL filter influent troughs in Filters 1-8
Yes
Remove 4 decks as shown on D-1.14 in Filters 2,3,6 & 7
Yes
Remove ALL Filter underdrains in Filters 1-8
Yes
Sawcut & remove (3) 12'x10' wall openings per Q&A 80
Yes
Sawcut & remove 2'x4'' Filter influent wall openings
Yes
Sawcut & remove (12) walls 6'x8' between filters 1-8 to allow for new
concrete walls to be built as shown on Structural drawings
Yes
Remove grout behind 6'x8' wall openings at 8 locations
Yes
Remove Filter underdrains and grout in ALL Filters 1-8 (no surface
treatment, rough finish after grout removal)
Yes
Remove FRP overflow trough per Q&A 105
Yes
Remove steel platform above filters 2&3 per Q&A 106
Yes
Review RFI Responses
Sawcut and remove 4'x5' concrete wall to splitter box per note 3 on section
E
Yes
Core (36) 6" diameter cores at 3 new sumps per Detail 5 on S-1.70
Yes
(3) 4x4 Openings per Sheet, S-1.70 Detail 5
Yes
OWRF CCB
Core (11) 6" cores for new beam S-3.60
Yes
Sawcut & remove 18"x13' opening in CCB deck
Yes
OWRF Filters 1 & 2
Remove flow metering vault north of filters
Yes
Remove all concrete as shown on the drawings
Yes
Remove all equipment, media, conduits, piping within the demolition limits
of Filters 1 & 2
Yes
Remove concrete stairs
Yes
OWRF Aeration Basins
Sawcut and remove foam (16) ports below deck
Yes
Page 44 of 501
Sawcut and remove (8) openings on west wall
Yes
Sawcut and remove (16) 18"x24" opening in the west deck per S-3.01
Yes
Core (35) 6" cores in the west deck per S-3.01
Yes
Sawcut and remove (8) wall openings on east dividing wall
Yes
Sawcut and remove south effluent channel and pipe chase
Yes
Remove aluminum handrail on south channel wall
Yes
OWRF Anoxic Basins
Sawcut 6'x2' opening on north deck
Yes
Remove IMLR deck and wall and all pipe, conduits, appurtenances, etc.
located on wall
Yes
Remove metal stairs, handrail, and concrete pad
Yes
Remove concrete T wall separating east/west anoxic basins north of the
IMLR discharge channel
Yes
OWRF Clarifier Splitter Box
Remove grating and supports
Yes
OWRF Clarifiers 1 & 2
Remove effluent trough and concrete beams
Yes
Remove concrete grout topping (1/2” amplitude tolerance, no surface
treatment, rough finish after grout removal)
Yes
OWRF RAS/WAS PS
Remove concrete pipe/equipment supports
Yes
Demo hatch
Yes
Alternate #2 - Clarifier 3
Base Bid
$61,833.61
Alternate #4 - 2 Diffuser Rehab
Base Bid
$139,762.99
Bond Estimate for Base Bid, Alt #2, & Alt #4 $17,021.00
DESCRIPTION
Qnty
UoM
THICKNESS/Dia.
SF/ LF
AMOUNT
Total Work Category Package Value
1
LS
$1,150,529.08
Alternate #2- Clarifier 3, Remove 2” Grout Topping/
Sheet D-3.19, Keyed Note #4
1
LS
$61,833.61
Alternate #4- 2 Diffuser Rehab
1
LS
$139,762.99
TOTAL: BASE BID, ALT #2 & ALT #4, & Bond Estimate
$1,369,146.68
GPR Scanning of the concrete is recommended and is available from Penhall for an additional charge of $185.00/hr. Hourly rate will be charged for all time on site and travel from and to our local branch
office. Orientation, badging and drug testing, parking fees, permitting, utility location, call before you dig, temporary walls and barricades, bonding, liquidated damages, retainage, layout, cleaning and power
washing are all excluded. The price is based on one mobilization only and continuous, clear, and unobstructed access to the work. If the scope changes or quantity, dimensions or thickness exceed those
qualified herein, additional charges will apply. The Proposal Price does not include sales tax, use tax, excise tax, business tax, or other similar taxes or duties. Customer shall pay all such taxes in addition to the
Proposal Price, or, alternatively, shall provide Penhall with acceptable proof of tax exemption. Customer understands and agrees that Penhall’s Standard Terms and Conditions (which are available on
Penhall’s website (www.penhall.com/us/standard-terms-conditions) or by request) are incorporated by reference into this Proposal and shall apply, in addition to the terms of this Proposal, to all transactions
between Customer and Penhall related to this Proposal. A 4.3% Environmental Fee will be added to all invoices.
Page 45 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
N/A
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Yes
5
Surety Company
Allianz-Starr
6
Surety AM Best Rating (Must be A- or Better)
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
9
Bond/CDI Cost
0.000%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Allianz-Starr
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
15
Tier 1 Approved
Yes
16
Tier 2 Approved
Yes
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
0.39
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
N/A
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
Page 46 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
01414 - Earthmoving and Dust Control
Yes
42
02050 - Demolitions
Yes
43
02100 - Site Preparations
Yes
44
02150 - Shoring
Yes
45
02315 - Earthwork, Excavation, and Backfill
Yes
46
02318 - Crushed Stone and Gravel
Yes
47
02319 - Riprap
Yes
48
02371 - Filter Fabric for Rip Rap Channels
Yes
49
02500 - Asphalt Pavement
Yes
50
02580 - Pavement Markings
Yes
51
02751 - Portland Cement Concrete Paving
Yes
52
03100 - Concrete Formwork
Yes
53
03200 - Concrete Reinforcement
Yes
54
03251 - Concrete Joints
Yes
55
03300 - Cast-in-Place Concrete
Yes
56
03600 - Grout
Yes
57
11295 - Hydraulic Valves
Yes
58
15050 - Piping Systems
Yes
59
15051 - Buried Piping Installation
Yes
60
15061 - Ductile Iron Pipe
Yes
61
15064 - Copper Pipe
Yes
62
15065 - Thermoplastic Pipe and Accessories
Yes
63
15067 - Fiberglass Reinforced Plastic Pipe and Accessories
Yes
64
15120 - Piping Specialties and Accessories
Yes
Scope of Work
$3,440,494
$0
$0
$0
$0
65
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 02B-Civil Earthwork & Yard Pipe, in accordance with
and reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
66
Check to Spec completed and submitted to McCarthy
Yes
67
1 year warranty from Final Acceptance (Aug 2023)
Yes
68
Demolition, Make-ready, temporary facilities
69
Clear and Grub
N/A
70
Sawcut and remove asphalt/pavement
Yes
71
Sawcut and remove curb and sidewalk
Yes
72
Sawcut and cap underground wet utilities
Yes
73
Sawcut and demo ductbank at Ocotillo Reservoir - Electrical to Terminate
Yes
74
Light pole and foundation removal - Airport
Yes
75
Concrete bollard removal
Yes
76
Electrical ductbank removal
Yes
Base Bid:
Page 47 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
77
Rip rap removal
Yes
78
Backfill of excavations left behind by demolition subcontractor including, but not
limited to the following:
Yes
79
Disc Filters - OWRF
Yes
80
Asphalt Pavement and ABC subbase
Yes
81
Hold Asphalt pricing through 5/31/2023.
Yes
82
Pavement Markings
Yes
83
Concrete utility adjustments
Yes
84
Excavation, subgrade prep, fine grade +/- 0.05', and backfill for all site concrete
including, but not limited to, curb, valley gutter, curb & gutter, bollards, and
sidewalk.
Yes
85
Site concrete including, but not limited to, curb, curb & gutter, valley gutter
bollards, and sidewalk.
Yes
86
Sitework concrete to be installed by applicator with minimum of 2 years’
experience.
Yes
87
Replace disturbed rip rap as required for the installation of yard piping and
earthwork scope.
Yes
88
Maintain temporary roadways, laydown areas
Yes
89
Place 1-1/2" of temp bituminous pavement immediately after backfilling
trenches in paved roadways which are to be retained for permanent use
Yes
90
Develop SWPPP manual and obtain permits
Yes
91
Install and maintain SWPPP BMP's as required
Yes
92
Track-out Pad installation, maintenance, and removal
Yes
93
Underground pipe removal & abandonment as required
Yes
94
Place pre-emergent herbicide according to MAG; prior to installation of
decomposed granite (DG). DG depth to be a minimum of 2”.
Yes
95
Asphalt & Site Concrete removal and replacement as required for the installation
of yard piping.
Yes
96
Sweep all paved roads by mechanical sweeper
Yes, while onsite
97
Excavation, fine grade, & backfill
98
Provide all excavation, fine grading, dental excavation, CLSM backfill & structure
backfill as required at the following structures, including, but not limited to:
Yes
99
Maintenance Building AWRF
Yes
100
Blower Building/Pipe Supports AWRF
Yes
101
Sludge Holding Tanks / Blower Building OWRF
Yes
102
Disc Filters OWRF
Yes
103
Clarifier 1, 2, 3 Rehab OWRF
Yes
104
A-Basin OWRF
Yes
105
Reservoir OWRF
Yes
106
Other areas as required for relocations and make-ready.
Yes
107
Toe of excavation shall start 5' outside of the concrete footings
Yes
108
Grade structure excavations to +0.0 to -0.05'
Yes
109
Engineered shop drawings for excavation stamped by Registered Professional
Engineer licensed in the State of Arizona
Yes
110
Include CLSM backfill for structures bearing on backfill zones
Yes
111
Modifications to drainage areas and grading in associated areas
Yes
112
Finish grade site to final contours shown on plans less the depth of landscaping
finish course.
Yes
Page 48 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
113
Conform to Section 701 of the Uniform Standard Specifications of Public Works
Construction by the Maricopa Association of Government (MAG).
Yes
114
On-site excavated material will be classified for use as backfill material. All
materials should be screened and free of organics, debris, rubble and material
greater than 3 inches in size.
Yes
115
Provide grading and paving as required at the following structures, including, but
not limited to:
Yes
116
Maintenance Building AWRF
Yes
117
Blower Building/Pipe Supports AWRF
Yes
118
Filters Structure AWRF
Yes
119
Sludge Holding Tanks / Blower Building OWRF
Yes
120
Disc Filters OWRF
Yes
121
Clarifier 1, 2, 3 Rehab OWRF
Yes
122
A-Basin OWRF
Yes
123
Reservoir OWRF
Yes
124
Other areas as required for relocations and make-ready.
Yes
125
Berm excavations per OSHA and to ensure no rainwater is able to enter the
excavation
Yes
126
Install and maintain temporary fencing around excavations while onsite. Remove
once excavation is backfilled.
Yes
127
Monitoring, inspections, and maintenance of all shoring and excavation sloping
until excavations are backfilled
Yes
128
Caliche, which is a calcareous soil, is a common subsurface condition in the
Phoenix area and may exist within the limits of this project. Caliche varies in
density and in strength. Caliche soils contain gravel and particles of rock
cemented together by calcium carbonate. There will be no cost adjustment if
Caliche is encountered on the project.
Yes
129
Earthwork at new sump pumps in Filter Basin at AWRF
By WC 02A
130
Haul and dispose of all spoils material offsite.
Yes
131
Shoring
Yes
132
Shoring shall be installed a minimum of 5' from the outside face of the concrete
structure or utility. It is the responsibility of this subcontractor, through a review
of the contract documents, to determine which excavations shall require shoring.
Provide all sheeting/shoring required to protect existing structures, pipes,
electrical, and facilities including but not limited to:
Yes
133
Reservoir - OWRF
Yes
134
Disc Filters - OWRF
Yes
135
Remove all temporary shoring/sheeting installed once no longer required.
Yes, Only top 5'
136
Install and maintain safety cable and toe board at shoring areas while onsite
Yes
137
Spoil haul-off from Shoring
Yes
138
Yard Piping
139
Remove the following yard pipe systems, including, but not limited to:
Yes
140
08" DIP - NPW
Yes
141
08" SS - Air
Yes
142
48" RCP - Effluent Overflow
Yes
143
24" DIP - Reservoir Lines
Yes
144
Install, protect, and/or relocate the following yard pipe systems, including, but
not limited to:
Yes
145
4" PVC SS to Maintenance Building - AWRF
Yes
Page 49 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
146
6" DIP PW to Maintenance Building - AWRF
Yes
147
1.5" CU PW to Maintenance Building - AWRF
Yes
148
12" DIP BWW from Filters Structure - AWRF
Yes
149
06" DIP NPW to Sludge Holding Tanks - OWRF
Yes
150
18" DIP Dewatering from Sludge Holding Tanks Structure - OWRF
Yes
151
12" DIP Overflow from Sludge Holding Tanks Structure - OWRF
Yes
152
12" DIP WAS from Sludge Holding Tanks Structure - OWRF
Yes
153
12" DIP Drain from Sludge Holding Tanks Structure - OWRF
Yes
154
36" FRP Foul Air from Sludge Holding Tanks Structure - OWRF
Dig/Bedding/Backfill Only
Yes
155
06" DIP PW to Blower Building - OWRF
Yes
156
01" CU PW to EVAP Cooler - OWRF
Yes
157
03" PVC Backwash/Solids Waste from Disc Filter Structure - OWRF
Yes
158
04" PVC Filter Waste from Disc Filter Structure - OWRF
Yes
159
10" PVC Filter Backwash Drain from Disc Filter Structure - OWRF
Yes
160
02" CU NPW - Disc Filters Reroute - OWRF
Yes
161
08" DIP Tank Drain Plug Valve Replacement at Clarifier 1 - OWRF
Yes
162
06" DIP NPW from A-Basin Structure - OWRF
Yes
163
48" DIP RW from existing CCB to Reservoir - OWRF
Yes
164
42" DIP Overflow from Reservoir to Retention Basin - OWRF
Yes
165
Pipe material, coating, and lining per pipe schedule
Yes
166
All ancillary yard piping additions and modifications
Yes
167
Delineation between Process Mechanical and Yard Pipe shall be as follows:
Yes
168
Yard Pipe shall provide all pipe/systems below grade and exterior to structures
up to the penetration point of each structure. If the system continues (via pipe)
into the structure, Process Mechanical shall provide the penetration (sleeve or
wall pipe). If the system does not continue (via pipe) into the structure, Yard Pipe
shall provide the penetration (sleeve, or wall pipe). If a pipe comes above grade
before entering a structure, Yard Pipe shall provide the pipe system up to the first
flange above grade and Process Mechanical shall provide the rest of the system.
Yes
169
All bolt kits at the exterior side of a penetration will be provided by Yard Pipe.
Yes
170
For exceptions to the above, reference Process/Yard/Plumbing Delineation
Drawings.
Yes
171
Install all yard hydrants and applicable appurtenances
By WC 15A
172
Pipe testing and disinfection
Yes
173
Pipe encasements
By WC 03A
174
Pipe supports, restraints and thrust blocks.
By WC 03A & 15A
175
Plastic and magnetic tracer tape
Yes
176
Pipe Bedding to be MAG ABC and extend from 4" below pipe to 1' above pipe
Yes
177
All other encasements per MAG 404-3
By WC 03A
178
CLSM backfill all pipe as required
Yes
179
MOPOs as required for utility tie-ins
Yes
180
Precast Concrete Structures as required in contract drawings
Yes
181
All manholes to be tested for watertight-ness
Yes
182
Flexible joints to be provided between each pipe entering and exiting the
manhole.
Yes
183
Pipe trench paving
Yes
Page 50 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
184
Haul and dispose of all spoils material offsite.
Yes
185
Complete lay drawings for all work, including but not limited to pipe, fittings,
valves, supports, etc.
Yes
186
General:
187
Full time onsite Project Manager and Superintendent
Yes
188
Testing as required
Yes
189
100% fall protection within 6' of 6' leading edge, including excavations
Yes
190
All survey and layout required from control points established by CMAR
Yes
191
Dust control for entire site while onsite. Includes acquisition, renewals, signage,
maintenance and complete execution of the Maricopa County Dust Control
Permit.
Yes
192
Storm water pumping
Yes
193
Pothole and locate all existing piping and utilities. Pothole at all points of
crossing and connections to verify depths, material, and size
Yes
194
All permits as required
Yes
195
The cost of the temporary water will be paid by the Owner. All costs for
distribution, storage, pumping, conveyance/placement, etc. shall be by this
Subcontractor.
Yes
196
Excavation Bank Maintenance
Yes
197
Traffic control
Yes
198
Included site orientation
Yes
199
Included City of Chandler background check and badging
Yes
200
Shipping shall be FOB jobsite
Yes
201
Unloading & storage
Yes
202
Temporary protection & enclosure
Yes
203
Preventative maintenance
Yes
204
O&M's per specification section 01730
Yes
205
1 year warranty from Final Acceptance (July 2023)
Yes
206
Training per the Contract Documents
Yes
207
Manufactures Services
Yes
208
Performance testing: Per Spec
Yes
209
Erosion Repairs
Yes
210
Utilities protection
Yes
211
Curb & Sidewalk replacements
Yes
212
Existing Utility adjustments
Yes
213
COVID-19 Scope Items
214
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
215
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
216
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
217
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
218
All tools and equipment used must be sanitized each day.
Yes
219
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Page 51 of 501
McCarthy
Joe Kilgallen
480-364-1032
Jkilgallen@mccarthy.
com
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
02B - Earthwork & Yard Pipe
COMPANY INFORMATION
Work Category:
220
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
221
Personnel are not allowed to carpool to the site or while onsite.
Yes
222
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
223
224
End of Scope
225
Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$3,440,494
$0
$0
$0
$0
Page 52 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
02B – Earthwork & Yard Pipe
A - Blower Piping
66,133
42,094
136
2,143
$110,507
Demo Asphalt - Blower Bldg
Sawcut Asphalt
128.0
LF
0.65
83
$83
Demo Asphalt
37.0
SY
16.20
356
243
$599
Haul & Dump Asphalt
1.0
LD
105.00
105
$105
Demo Concrete Curb - Blower Bldg
Sawcut Concrete
3.0
EA
15.00
45
$45
Demo Concrete Curb
53.0
LF
11.63
356
261
$617
Haul & Dump Concrete
1.0
LD
155.00
155
$155
30"-Air Conc Pipe Suppt Ftgs - EW for Existing
Structure Excavation
13.0
EA
1,244.89
9,943
6,240
$16,184
Structure Backfill
13.0
EA
1,411.30
11,152
7,195
$18,347
Subgrade Prep & Finegrade for Footings
13.0
EA
472.70
3,669
2,476
$6,145
Haul & Dump Spoils - YP
2.0
LD
195.00
390
$390
42"-Air Conc Pipe Suppt Ftgs - EW
Structure Excavation
13.0
EA
622.58
4,972
3,121
$8,094
Structure Backfill
13.0
EA
705.81
5,577
3,599
$9,175
Subgrade Prep & Finegrade for Footings
13.0
EA
472.70
3,669
2,476
$6,145
Haul & Dump Spoils - YP
2.0
LD
195.00
390
$390
42"-Air Conc Pipe Suppt w/ HSS Columns Ftgs - EW
Structure Excavation
12.0
EA
1,244.89
9,178
5,760
$14,939
Structure Backfill
12.0
EA
1,411.29
10,294
6,641
$16,936
Subgrade Prep & Finegrade for Footings
12.0
EA
472.57
3,386
2,285
$5,671
Haul & Dump Spoils - YP
5.0
LD
195.00
975
$975
Asphalt Paving Repairs - 4" AC / 6" ABC Blower
Subgrade Prep
37.0
SY
13.77
337
173
$509
Place ABC
11.0
TN
46.31
337
173
$509
Finegrade ABC
37.0
SY
13.77
337
173
$509
Purchase ABC Subbase
11.0
TN
12.40
136
$136
Curb & Gutter Repairs- Blower Bldg
Subgrade Prep & Finegrade for Curb
53.0
LF
17.83
564
381
$945
Backfill Against Curb
53.0
LF
17.14
564
344
$908
Site Finegrade - Blower Bldg
SG Prep & Finegrade for DG
766.0
SY
2.60
1,442
554
$1,995
A - Filters
43,572
33,238
22,542
18,706
$118,058
Demo Asphalt - Filters
Sawcut Asphalt
163.0
LF
0.65
106
$106
Demo Asphalt
55.0
SY
10.90
356
243
$599
Haul & Dump Asphalt
1.0
LD
105.00
105
$105
Demo Concrete Curb - Filters
Sawcut Concrete
4.0
EA
15.00
60
$60
Demo Concrete Curb
77.0
LF
8.01
356
261
$617
Haul & Dump Concrete
1.0
LD
155.00
155
$155
Demo Bollards - Filters
Demo Bollards
4.0
EA
227.65
564
346
$911
Haul & Dump Concrete
1.0
LD
155.00
155
$155
Demo Lightpoles - Filters
Demo Lightpoles
1.0
EA
910.60
564
346
$911
Haul & Dump Lightpoles
1.0
LD
750.00
750
$750
Asphalt Paving Repairs - 4" AC / 6" ABC Filters
Subgrade Prep
55.0
SY
9.26
337
173
$509
Place ABC
16.0
TN
31.84
337
173
$509
Finegrade ABC
55.0
SY
9.26
337
173
$509
Purchase ABC Subbase
16.0
TN
12.40
198
$198
Curb & Gutter Repairs- Filters
Subgrade Prep & Finegrade for Curb
77.0
LF
12.27
564
381
$945
Backfill Against Curb
77.0
LF
11.79
564
344
$908
Earthwork - Filter Ext Slab
Structure Scarify & Recompact - Sm
29.0
SY
30.60
538
349
$887
Structure Finegrade - Sm
29.0
SY
16.07
283
183
$466
Haul & Dump Spoils
1.0
LD
195.00
195
$195
Bldg Pad Excavation
13.0
CY
50.73
383
276
$660
Place ABC 4" - Filters Ext Slab
Place ABC
7.0
TN
83.38
337
247
$584
Finegrade ABC
29.0
SY
20.13
337
247
$584
Purchase ABC Subbase
7.0
TN
12.40
87
$87
Site Finegrade - Filters
SG Prep & Finegrade for DG
184.0
SY
4.24
564
217
$781
Remove 24" DIP Backwash - Filters
Dig / Remove / Backfill
55.0
LF
282.48
8,832
6,705
$15,537
Install Fittings
2.0
EA
647.36
736
559
$1,295
Haul & Dump Pipe Demo
1.0
LD
750.00
750
$750
Purchase Pipe Material
1.0
LS
4,116.02
4,116
$4,116
Dewatering Demo Support
1.0
LS
750.00
750
$750
PW-02" CU - Filters
Dig / Lay / Backfill
72.0
LF
41.58
1,766
1,228
$2,994
Page 53 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Install Fittings
13.0
EA
124.88
957
666
$1,623
Tie-in
1.0
EA
1,154.46
643
512
$1,154
Test Pipe
72.0
LF
4.76
224
84
35
$342
Haul & Dump Spoils - YP
1.0
LD
195.00
195
$195
Purchase Pipe Material
72.0
LF
21.84
1,572
$1,572
Purchase Sand Bedding
27.0
TN
13.65
369
$369
Certify Backflow Preventer
1.0
EA
250.00
250
$250
BW-12" DIP - Filters
Dig / Lay / Backfill
72.0
LF
385.89
14,719
13,065
$27,784
Tie-in
2.0
EA
4,995.82
5,144
4,848
$9,992
Test Pipe
72.0
LF
4.36
206
77
31
$314
Purchase ABC Bedding
60.0
TN
12.40
744
$744
Haul & Dump Spoils - YP
3.0
LD
195.00
585
$585
Purchase Pipe Material
72.0
LF
203.33
14,640
$14,640
Core Existing Manhole & Filter Wall
2.0
EA
1,850.00
3,700
$3,700
Cap 12" DIP @ Filters
1.0
EA
609.58
322
287
$610
Potholing - Filters
Potholing
26.0
EA
636.57
3,601
1,250
11,700
$16,551
A - General (Temp Power, Potholing)
27,146
14,630
896
28,340
$71,012
Temp Asphlat Millings Roadway - Airport
Clean up Milling Area
1,528.0
TN
6.89
5,186
5,345
$10,531
Clean Streets / Sweeping
Clean Streets / Sweeping - Airport
35.0 WK
570.00
19,950
$19,950
Dust Control Equipment
Storm Water Prevention Plan - Airport
2,112.0
LF
5.10
1,757
621
8,390
$10,768
General Site Dust Control Equipment - Airport
240.0
DY
124.01
20,203
8,664
896
$29,763
A - Maintenance Building
68,343
43,961
30,557
24,900
$167,760
Demo Asphalt - Maint Bldg
Sawcut Asphalt
453.0
LF
0.65
294
$294
Demo Asphalt
545.0
SY
4.51
1,422
1,038
$2,460
Haul & Dump Asphalt
8.0
LD
105.00
840
$840
Sawcut Asphalt Valley Gutter
245.0
LF
0.80
196
$196
Demo Asphalt - Valley Gutters
74.0
SY
16.62
711
519
$1,230
Haul & Dump Asphalt - Valley Gutter
1.0
LD
105.00
105
$105
Demo Concrete Curb - Maint Bldg
Sawcut Concrete
4.0
EA
15.00
60
$60
Demo Concrete Curb
537.0
LF
8.02
2,489
1,817
$4,307
Haul & Dump Concrete
7.0
LD
155.00
1,085
$1,085
Road Ex & Haul Off - Maint Bldg
Road Excavation
386.0
CY
8.52
1,913
1,377
$3,290
Haul & Dump Spoils - Site Ex
386.0
CY
16.67
6,435
$6,435
Asphalt Rdwy - 4"AC / 6" ABC Maint Bldg
Subgrade Prep
1,542.0
SY
4.20
3,454
3,017
$6,471
Place ABC
523.0
TN
6.29
1,756
1,533
$3,290
Finegrade ABC
1,542.0
SY
4.20
3,454
3,017
$6,471
Purchase ABC Subbase
523.0
TN
12.40
6,485
$6,485
Earthwork - Maint Bldg
Structure Scarify & Recompact - Sm
905.0
SY
5.90
3,242
2,100
$5,341
Structure Finegrade - Sm
905.0
SY
1.56
863
545
$1,408
Haul & Dump Spoils
38.0
LD
195.00
7,410
$7,410
Bldg Pad Excavation
456.0
CY
11.54
3,059
2,202
$5,261
Place ABC 4" - Maint Bldg
Place ABC
202.0
TN
23.27
2,714
1,986
$4,701
Finegrade ABC
905.0
SY
3.88
2,027
1,484
$3,511
Purchase ABC Subbase
202.0
TN
12.40
2,505
$2,505
Valley Gutter C-233 - Maint Bldg
SG Prep & Finegrade for Valley Gutter
128.0
SY
28.59
2,489
1,170
$3,660
Backfill Against Valley Gutter
128.0
SY
21.36
1,976
759
$2,734
Haul & Dump Spoils - Site Ex
19.0
CY
20.53
390
$390
Curb & Gutter - Maint Bldg
Subgrade Prep
1,038.0
LF
5.82
3,488
2,552
$6,040
Backfill Against Curb
1,038.0
LF
2.60
1,953
750
$2,703
Misc Conc Pads - HVAC/BF Prev - Maint Bldg
SG Prep & Finegrade
9.0
SY
116.14
711
334
$1,045
Backfill Against MISC Pads
9.0
SY
86.77
564
217
$781
Conc Sidewalk - Maint Bldg
Subgrade Prep & Finegrade for Sidewalk
52.0
SY
20.10
711
334
$1,045
Backfill Against Sidewalk
52.0
SY
15.02
564
217
$781
Site Finegrade - Maint Bldg
SG Prep & Finegrade for DG/Rip Rap
2,455.0
SY
2.60
4,618
1,772
$6,390
Rip Rap Replacement - Maint Bldg
Install Rip Rap & Geofabric
229.0
TN
18.55
3,230
1,017
$4,247
Purchase Geofabric
338.0
SY
3.06
1,035
$1,035
Purchase Rip Rap
229.0
TN
42.35
9,698
$9,698
Excavate for Rip Rap
140.0
CY
21.20
2,257
710
$2,968
Haul & Dump Spoils - Site Ex
140.0
CY
13.93
1,950
$1,950
PW-01.5" CU - Maint Bldg
Page 54 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Dig / Lay / Backfill
52.0
LF
41.58
1,276
887
$2,162
Install Fittings
19.0
EA
124.84
1,399
973
$2,372
Certify Backflow Preventer
1.0
EA
250.00
250
$250
Test Pipe
52.0
LF
4.74
162
60
25
$247
Haul & Dump Spoils - YP
1.0
LD
195.00
195
$195
Purchase Pipe Material
52.0
LF
33.72
1,754
$1,754
Purchase Sand Bedding
19.0
TN
13.65
259
$259
PW-06" DIP - Maint Bldg
Dig / Lay / Backfill
62.0
LF
43.16
1,521
1,155
$2,676
Install Fittings
8.0
EA
307.71
1,399
1,063
$2,462
Tie-in
1.0
EA
2,589.45
1,472
1,118
$2,589
Test Pipe
62.0
LF
4.76
193
72
30
$295
Purchase ABC Bedding
38.0
TN
12.40
471
$471
Haul & Dump Spoils - YP
2.0
LD
195.00
390
$390
Purchase Pipe Material
62.0
LF
84.21
5,221
$5,221
Hot Tap
1.0
EA
275.00
275
$275
SS-04" PVC - Maint Bldg
Dig / Lay / Backfill
172.0
LF
64.74
6,329
4,805
$11,135
Install Fittings
14.0
EA
129.47
1,030
782
$1,813
Test Pipe
172.0
LF
4.75
535
200
83
$817
Purchase Sand Bedding
119.0
TN
13.65
1,624
$1,624
Haul & Dump Spoils - YP
5.0
LD
195.00
975
$975
Purchase Pipe Material
172.0
LF
4.81
826
$826
Drop Manhole Tie-in 4" Line - Maint Bldg
Install Fittings
1.0
EA
5,178.86
2,944
2,235
$5,179
Core @ Manhole
2.0
EA
1,350.00
2,700
$2,700
Purchase Conc Drop MH
1.0
LS
540.00
540
$540
Potholing - Maint Bldg
Potholing
3.0
EA
636.58
415
144
1,350
$1,910
O - Aeration / Anoxic & MCC Replacement
52,408
56,469
21,962
19,085
$149,923
Demo Asphalt
Sawcut Asphalt
107.0
LF
0.65
70
$70
Demo Asphalt
11.0
SY
57.53
309
323
$633
Haul & Dump Asphalt
1.0
LD
115.00
115
$115
Demo Sidewalk
Sawcut Concrete
10.0
LF
9.50
95
$95
Remove Concrete Sidewalk
54.0
SF
8.76
236
237
$473
Haul & Dump Concrete
1.0
LD
165.00
165
$165
Earthwork - A-Basin Column Footings
Structure Excavation
225.0
CY
175.77
17,233
22,316
$39,548
Structure Backfill
166.0
CY
165.90
11,489
16,051
$27,540
Haul & Dump Spoils - Str Ex
59.0
CY
15.68
925
$925
10' x 10' Shore Boxes
6.0
EA
1,750.00
10,500
$10,500
Place CLSM
54.0
CY
20.67
1,116
$1,116
Purchase CLSM
54.0
CY
87.00
4,698
$4,698
Earthwork - Aeration Basin 7'-4" Addition - South
Structure Scarify & Recompact
56.0
SY
19.21
625
451
$1,076
Structure Finegrade
56.0
SY
19.21
625
451
$1,076
Earthwork - Aeration Basin 2' Addition - West
Structure Scarify & Recompact
40.0
SY
26.89
625
451
$1,076
Structure Finegrade
40.0
SY
26.89
625
451
$1,076
Site Finegrade
SG Prep & Finegrade for DG
284.0
SY
3.21
571
342
$913
Earthwork - Anoxic Basin 3' Addition
Structure Excavation
37.0
CY
29.08
625
451
$1,076
Structure Scarify & Recompact
10.0
SY
107.58
625
451
$1,076
Structure Finegrade
10.0
SY
107.58
625
451
$1,076
Structure Backfill
37.0
CY
29.08
625
451
$1,076
Haul & Dump Spoils - Str Ex
2.0
LD
185.00
370
$370
Asphalt Paving Road - 4" AC /6" ABC
Subgrade Prep
11.0
SY
62.87
340
351
$692
Place ABC
6.0
TN
115.27
340
351
$692
Finegrade ABC
11.0
SY
62.87
340
351
$692
Purchase ABC Subbase
6.0
TN
12.70
76
$76
Sidewalk
Subgrade Prep & Finegrade for Sidewalk
6.0
SY
196.24
718
459
$1,177
Backfill Against Sidewalk
6.0
SY
76.36
286
172
$458
Remove - 24" RAS - EX/Bedding/BF Only
Ex/Bedding/ Backfill
21.0
LF
133.64
1,486
1,321
$2,807
Purchase ABC Bedding
22.0
TN
12.70
279
$279
Haul & Dump Spoils - YP
2.0
LD
185.00
370
$370
Remove & Cap - NPW-08" DIP - SE Corner A-Basin
Dig / Remove / Backfill
117.0
LF
35.07
2,173
1,931
$4,104
Install Fittings
4.0
EA
344.90
743
637
$1,380
Haul & Dump Pipe Demo
1.0
LD
750.00
750
$750
Purchase Pipe Material
1.0
LS
888.02
888
$888
Remove & Cap - Air-08" DIP - SE Corner A-Basin
Page 55 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Dig / Remove / Backfill
115.0
LF
35.09
2,136
1,899
$4,035
Haul & Dump Pipe Demo
1.0
LD
750.00
750
$750
Purchase Pipe Material
1.0
LS
8,126.00
8,126
$8,126
NPW-06" DIP - South of A-Basin
Dig / Lay / Backfill
135.0
LF
46.79
3,344
2,973
$6,317
Install Fittings
15.0
EA
175.46
1,393
1,238
$2,632
Tie-in
2.0
EA
1,403.25
1,486
1,321
$2,807
Test Pipe
135.0
LF
4.76
420
157
65
$642
Purchase ABC Bedding
103.0
TN
12.70
1,308
$1,308
Haul & Dump Spoils - YP
5.0
LD
185.00
925
$925
Purchase Pipe Material
135.0
LF
48.31
6,522
$6,522
Potholing
Potholing
9.0
EA
636.57
1,246
433
4,050
$5,729
O - Clarifiers
13,900
17,107
6,194
3,685
$40,887
Excavate for 6" Scum Pipe
Dig / Backfill for 06" Scum Piping
2.0
EA
1,892.57
1,875
1,910
$3,785
Purchase ABC Bedding
10.0
TN
12.70
127
$127
Remove & Replace TD-08" Plug Valve
Remove & Replace Plug Valve
1.0
EA
27,035.70
11,887
15,149
$27,036
Purchase ABC Bedding
15.0
TN
12.70
191
$191
Haul & Dump Spoils - YP
1.0
LD
185.00
185
$185
Purchase Pipe Material
18.0
LF
326.48
5,877
$5,877
Vac Truck Support
8.0
HR
225.00
1,800
$1,800
Shore Box
1.0
EA
1,250.00
1,250
$1,250
Potholing
Potholing
1.0
EA
636.57
138
48
450
$637
O - Filters
58,465
52,835
75,516
92,364
$279,179
Demo Asphalt
Sawcut Asphalt
70.0
LF
0.65
46
$46
Demo Asphalt
10.0
SY
63.28
309
323
$633
Sawcut Asphalt - Valley Gutter
50.0
LF
0.80
40
$40
Demo Asphalt - Valley Gutter
10.0
SY
63.28
309
323
$633
Haul & Dump Asphalt
1.0
LD
115.00
115
$115
Demo Concrete Curb
Sawcut Concrete
2.0
EA
15.00
30
$30
Demo Concrete Curb
30.0
LF
21.09
309
323
$633
Haul & Dump Concrete
1.0
LD
165.00
165
$165
Earthwork - New Disc Filters
Structure Excavation
447.0
CY
17.80
3,459
4,497
$7,956
Structure Scarify & Recompact
283.0
SY
7.60
1,250
902
$2,152
Structure Finegrade and Dental Ex
283.0
SY
19.72
3,087
2,493
$5,581
Structure Backfill
706.0
CY
17.83
5,452
7,137
$12,589
Place CLSM w/ Telebelt
481.0
CY
37.08
3,720
14,113
$17,833
Purchase CLSM
481.0
CY
91.12
43,831
$43,831
Shoring Installation
308.0
SF
150.47
46,345
$46,345
Shoring Support (Ex/BF)
200.0
CY
53.49
4,634
6,065
$10,699
Shoring - Potholing Support
1.0
LS
15,400.00
1,000
14,400
$15,400
Site Finegrade
SG Prep & Finegrade for DG
280.0
SY
3.26
571
342
$913
Road Excavation & Haul-off
Road Excavation
25.0
CY
27.10
340
337
$678
Haul & Dump Spoils - Site Ex
20.0
CY
18.50
370
$370
Asphalt Paving Road - 4" AC / 6" ABC
Subgrade Prep
81.0
SY
17.02
679
700
$1,378
Place ABC
25.0
TN
55.14
679
700
$1,378
Finegrade ABC
81.0
SY
17.02
679
700
$1,378
Purchase ABC Subbase
25.0
TN
12.70
318
$318
Curb & Gutter
Subgrade Prep & Finegrade for Curb
142.0
LF
9.71
679
700
$1,378
Backfill Against Curb
142.0
LF
3.23
286
172
$458
Valley Gutter
Subgrade Prep & Finegrade for Valley Gutter
9.0
SY
56.99
286
226
$513
Backfill Against Curb
9.0
SY
56.99
286
226
$513
Sawcut Asphalt - 04"
51.0
LF
0.80
41
$41
Backwash/Solids Waste-03" PVC
Dig / Lay / Backfill
73.0
LF
57.67
2,229
1,981
$4,210
Install Fittings
24.0
EA
116.94
1,486
1,321
$2,807
Test Pipe
73.0
LF
4.75
227
85
35
$347
Purchase Sand Bedding
50.0
TN
13.95
698
$698
Haul & Dump Spoils - YP
3.0
LD
185.00
555
$555
Purchase Pipe Material
73.0
LF
31.09
2,269
$2,269
Filter Waste-04" PVC
Dig / Lay / Backfill
35.0
LF
80.19
1,486
1,321
$2,807
Install Fittings
12.0
EA
140.32
892
792
$1,684
Test Pipe
35.0
LF
4.77
109
41
17
$167
Purchase Sand Bedding
24.0
TN
13.95
335
$335
Haul & Dump Spoils - YP
1.0
LD
185.00
185
$185
Page 56 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Purchase Pipe Material
35.0
LF
51.44
1,801
$1,801
Filter Backwash Drain-10" PVC
Dig / Lay / Backfill
89.0
LF
70.15
3,306
2,938
$6,244
Install Fittings
14.0
EA
140.33
1,040
924
$1,965
Tie-in
1.0
EA
2,806.50
1,486
1,321
$2,807
Test Pipe
89.0
LF
4.80
280
105
43
$427
Purchase Sand Bedding
76.0
TN
13.95
1,060
$1,060
Haul & Dump Spoils - YP
4.0
LD
185.00
740
$740
Purchase Pipe Material
89.0
LF
221.06
19,675
$19,675
Manhole, 60" Coated - Filter Backwash Drain
Manhole - Excavate & Backfill
1.0
EA
15,427.60
7,631
7,797
$15,428
Manhole - Set
1.0
EA
3,856.92
1,908
1,949
$3,857
Manhole - Shore Box
1.0
EA
1,250.00
1,250
$1,250
Manhole 60" Coated - Purchase
1.0
EA
11,165.00
11,165
$11,165
Potholing
Potholing
5.0
EA
636.57
692
240
2,250
$3,183
NPW-02" CU - Disc Filters Reroute
Dig / Lay / Backfill
240.0
LF
41.58
5,888
4,092
$9,980
Install Fittings
19.0
EA
124.84
1,399
973
$2,372
Tie-in
1.0
EA
1,154.46
643
512
$1,154
Test Pipe
240.0
LF
4.75
747
279
115
$1,141
Haul & Dump Spoils - YP
3.0
LD
185.00
555
$555
Purchase Pipe Material
240.0
LF
14.92
3,582
$3,582
Purchase Sand Bedding
53.0
TN
13.95
739
$739
O - General (Temp Power, Potholing, Silo Gate)
55,967
94,854
25,547
50,197
$226,565
Parking/Laydown - Ocotillo
AB Maintenance and Touchup
4,616.0
SY
6.86
12,802
12,529
6,350
$31,681
DG Restoration
5,925.0
SY
5.52
9,859
9,650
13,200
$32,709
Temporary Fencing around Excavations - Ocotillo
Temporary Fencing around Excavations - Install & Remove
3,062.0
LF
6.00
10,191
3,601
3,826
750
$18,367
Clean Streets / Sweeping
Clean Streets / Sweeping - Ocotillo
87.0 WK
425.00
36,975
$36,975
Trackout Pad - Install, Maintain, Remove
Trackout Pad - Install, Maintain, Remove - Ocotillo
1.0
EA
10,977.75
4,796
3,452
1,740
990
$10,978
Dust Control Equipment
Storm Water Prevention Plan - Ocotillo
1,985.0
LF
6.91
1,652
584
11,482
$13,718
General Site Dust Control Equipment - Ocotillo
198.0
DY
414.84
16,668
65,039
431
$82,138
O - Reservoir
241,587
314,391
339,213
223,179
$1,118,370
Demo Reservoir Headwall
Demo Concrete Headwall
1.0
EA
2,524.32
1,236
1,288
$2,524
Haul & Dump Concrete
1.0
LD
165.00
165
$165
Demo Concrete Slab - RW Piping
Sawcut Concrete
122.0
LF
9.50
1,159
$1,159
Remove Concrete Pavement
27.0
SY
69.37
471
1,402
$1,873
Haul & Dump Concrete
2.0
LD
165.00
330
$330
Demo Existing Ductbank
Demo Ductbank
40.0
CY
67.37
1,298
1,397
$2,695
Haul & Dump Ductbank
7.0
LD
750.00
5,250
$5,250
Remove - 48" RCP Effluent Overflow
Dig / Remove / Backfill
60.0
LF
72.11
2,229
2,098
$4,326
Haul & Dump Pipe Demo
1.0
LD
750.00
750
$750
Earthwork - Effluent Storage Reservoir
Structure Excavation
17,756.0
CY
8.38
51,186
97,660
$148,846
Structure Scarify & Recompact
2,124.0
SY
4.90
5,464
4,953
$10,418
Structure Dental Ex & Finegrade
2,124.0
SY
10.79
11,023
11,888
$22,911
Structure Backfill
10,049.0
CY
13.37
58,203
76,184
$134,387
Backfill top of Structure
3,186.0
CY
26.09
40,288
42,837
$83,125
Haul & Dump Spoils - Str Ex
4,521.0
CY
15.43
69,745
$69,745
Shoring Removal
275.0
SF
13.71
1,885
1,886
$3,771
Haul & Dump Shoring Demo
5.0
LD
165.00
825
$825
CLSM Backfill
114.0
CY
4.65
530
$530
Purchase CLSM
114.0
CY
87.00
9,918
$9,918
Reservoir Grading
Reservoir Finegrading
6,334.0
SY
2.70
8,599
8,507
$17,106
Earthwork - Build/Remove Ramp for Reservoir Access
Structure Backfill
385.0
CY
13.60
2,196
3,040
$5,236
Structure Excavation
385.0
CY
9.94
1,664
2,164
$3,828
Hand Placed RipRap (D50-6") 12" Thick
Excavate for Rip Rap
620.0
LF
10.93
4,428
2,347
$6,775
Install Geofabric
293.0
SY
4.35
943
331
$1,274
Install Rip Rap
182.0
TN
52.46
5,744
3,803
$9,548
Purchase Geofabric
293.0
SY
2.97
870
$870
Purchase Rip Rap
182.0
TN
42.35
7,708
$7,708
Haul & Dump Spoils - Rip Rap
9.0
LD
185.00
1,665
$1,665
Hand Placed RipRap (D50-8") 16" Thick
Excavate for Rip Rap
50.0
SY
17.48
571
303
$874
Install Geofabric
50.0
SY
12.74
471
166
$637
Page 57 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Install Rip Rap
31.0
TN
77.00
1,436
951
$2,387
Purchase Geofabric
50.0
SY
1.74
87
$87
Purchase Rip Rap
31.0
TN
41.75
1,294
$1,294
Haul & Dump Spoils - Rip Rap
2.0
LD
185.00
370
$370
4" Asphalt Millings Roadway
Place Millings
503.0
TN
6.89
1,708
1,760
$3,467
Finegrade Millings
2,077.0
SY
3.94
4,028
4,151
$8,178
Purchase Millings
503.0
TN
9.90
4,980
$4,980
Earthwork - Effluent Storage Reservoir
Shoring Installation
1,125.0
SF
116.33
130,875
$130,875
Cut & Cap - 24" DIP Reservoir Lines
Cut & Cap -24" DIP Reservoir Line
2.0
EA
5,254.35
4,458
6,051
$10,509
Haul & Dump Pipe Demo
1.0
LD
750.00
750
$750
Purchase Pipe Material
1.0
LS
2,528.68
2,529
$2,529
Abandon and Bury West Reservoir Inlet/Outlet Chamb
Plug Existing 24" DIP w/ Block
1.0
EA
1,569.96
1,129
441
$1,570
Place CLSM
21.0
CY
8.86
186
$186
Purchase CLSM
21.0
CY
87.00
1,827
$1,827
Purchase Block/Grout
1.0
LS
200.00
200
$200
Vac Truck Support
8.0
HR
225.00
1,800
$1,800
RW-48" DIP
Dig / Lay / Backfill
115.0
LF
177.54
8,545
11,872
$20,417
Install Fittings
8.0
EA
887.54
2,972
4,129
$7,100
Tie-in
1.0
EA
7,100.30
2,972
4,129
$7,100
Test Pipe
165.0
LF
4.76
514
192
79
$785
Purchase ABC Bedding
181.0
TN
12.70
2,299
$2,299
Haul & Dump Spoils - YP
15.0
LD
185.00
2,775
$2,775
Purchase Pipe Material
165.0
LF
1,139.55
188,025
$188,025
Place CLSM
66.0
CY
5.64
372
$372
Purchase CLSM
66.0
CY
87.00
5,742
$5,742
Dig / Lay / Backfill - 50' under Slab
50.0
LF
253.56
5,306
7,372
$12,678
Overflow-42" DIP
Dig / Lay / Backfill
147.0
LF
87.59
5,461
7,414
$12,875
Install Fittings
6.0
EA
875.73
2,229
3,026
$5,254
Test Pipe
147.0
LF
4.76
458
171
71
$699
Purchase ABC Bedding
164.0
TN
12.70
2,083
$2,083
Haul & Dump Spoils - YP
12.0
LD
185.00
2,220
$2,220
Purchase Pipe Material
147.0
LF
758.52
111,503
$111,503
Potholing
Potholing
10.0
EA
636.58
1,385
481
4,500
$6,366
O - Roads / Sitework
47,207
38,585
21,820
19,312
$126,923
Demo Asphalt
Sawcut Asphalt
116.0
LF
0.65
75
$75
Demo Asphalt
936.0
SY
6.74
3,090
3,220
$6,311
Sawcut Asphalt - Valley Gutter
219.0
LF
0.80
175
$175
Demo Asphalt - Valley Gutter
95.0
SY
13.29
618
644
$1,262
Haul & Dump Asphalt
11.0
LD
115.00
1,265
$1,265
Demo Concrete Curb
Sawcut Concrete
4.0
EA
15.00
60
$60
Demo Concrete Curb
506.0
LF
8.73
2,164
2,256
$4,419
Haul & Dump Concrete
7.0
LD
165.00
1,155
$1,155
Demo Valley Gutter
Demo Valley Gutter
98.0
LF
12.88
618
644
$1,262
Haul & Dump Concrete
3.0
LD
165.00
495
$495
Site Grading
Misc Site Grading
2,947.0
SY
3.86
5,716
5,656
$11,373
Sitework Excavation
Sitework Excavation
831.0
CY
10.20
4,277
4,203
$8,480
Haul & Dump Spoils - Site Ex
831.0
CY
15.58
12,950
$12,950
Asphalt Paving Road - 4" AC / 6" ABC
Subgrade Prep
935.0
SY
3.94
1,813
1,869
$3,682
Place ABC
318.0
TN
6.90
1,080
1,113
$2,193
Finegrade ABC
935.0
SY
3.94
1,813
1,869
$3,682
Purchase ABC Subbase
318.0
TN
12.70
4,039
$4,039
Curb & Gutter
Subgrade Prep & Finegrade for Curb
506.0
LF
5.45
1,358
1,399
$2,757
Backfill Against Curb
506.0
LF
3.61
1,143
684
$1,826
Valley Gutter
Subgrade Prep & Finegrade for Valley Gutter
156.0
SY
10.22
891
703
$1,594
Backfill Against Curb
156.0
SY
10.22
891
703
$1,594
Sawcut Asphalt - 04"
220.0
LF
0.80
176
$176
Hand Placed RipRap (D50-6") 12" Thick
Excavate for Rip Rap
950.0
LF
11.04
6,855
3,634
$10,489
Install Geofabric
486.0
SY
5.24
1,885
663
$2,548
Install Rip Rap
302.0
TN
46.50
8,338
5,705
$14,043
Purchase Geofabric
486.0
SY
3.58
1,740
$1,740
Purchase Rip Rap
302.0
TN
42.35
12,790
$12,790
Page 58 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Haul & Dump Spoils - Rip Rap
14.0
LD
185.00
2,590
$2,590
Hand Placed RipRap (D50-8") 16" Thick
Excavate for Rip Rap
40.0
SY
21.85
571
303
$874
Install Geofabric
40.0
SY
15.92
471
166
$637
Install Rip Rap
25.0
TN
69.93
1,143
606
$1,748
Purchase Geofabric
40.0
SY
1.74
70
$70
Purchase Rip Rap
25.0
TN
41.75
1,044
$1,044
Haul & Dump Spoils - Rip Rap
2.0
LD
185.00
370
$370
4" Asphalt Millings Roadway
Place Millings
216.0
TN
6.89
733
756
$1,489
Finegrade Millings
896.0
SY
3.94
1,738
1,791
$3,529
Purchase Millings
216.0
TN
9.90
2,138
$2,138
Z - General Requirements (both plants)
463,794
103,951
114,056
65,430
$1,031,309
Project/Field Supervision
Project Manager ( Daniel Soto)
32.0 WK
5,168.00
165,376
$165,376
General Superintendent (Lloyd Hiser)
6.0 WK
5,501.20
33,007
$33,007
Superintendent (Tom Walker)
36.0 WK
5,070.40
182,534
$182,534
Project Engineer (Patrick Hoffman)
18.0 WK
3,673.20
66,118
$66,118
General Carpentry
Professional Survey (Crew)
304.0
HR
95.00
28,880
$28,880
BIM / VDC Services
316.0
HR
90.00
28,440
$28,440
Site Cleanup - Civil
0.4 WK
13,170.17
2,662
2,606
$5,268
Job Support Items
Storage Trailer
24.0
MO
500.00
12,000
$12,000
Motorola Radios
11.0
MO
321.24
3,534
$3,534
Drinking Water/Cups
11.0
MO
530.00
5,830
$5,830
First Aid
11.0
MO
175.00
1,925
$1,925
Personal Protective Gear
12,545.8
MH
1.25
15,682
$15,682
Fire Extinguishers
12.0
EA
150.00
1,800
$1,800
Private Utility Locator
80.0
HR
160.00
12,800
$12,800
Traffic Control Barricades
1.0
LS
2,000.00
2,000
$2,000
Dewatering / Storm Water Pumping
1.0 WK
9,138.11
7,441
1,697
$9,138
Control Logistics
Yard Charges/Services
11.0
MO
500.00
5,500
$5,500
Safety Equipment
1.0
LS
5,000.00
5,000
$5,000
Drug Testing
12,545.8
MH
0.12
1,505
$1,505
Engineering Fees
1.0
LS
10,600.00
10,600
$10,600
Equipment Cost
Small Tools
12,545.8
MH
1.50
18,819
$18,819
Lifting Supplies
1.0
LS
2,000.00
2,000
$2,000
Pipe Unloading & Staging
1.0
LS
10,107.93
6,656
3,452
$10,108
Support Equipment
44.0
DY
474.90
18,396
2,500
$20,896
Mobilize Heavy Equipment
1.0
LS
78,950.00
65,800
13,150
$78,950
Permits and Bonds
Misc. Permits
1.0
LS
17,820.00
17,820
$17,820
Contractor Default Insurance
1.0
LS
1,701.38
1,701
$1,701
Contractor Fee @ 9%
3,156,416.5
%
0.09
$284,077
02B – Earthwork & Yard Pipe Total
1,138,521
812,114
658,440
547,341
$3,440,494
Page 59 of 501
Page 60 of 501
Recommended
AAA Landscape
Gothic Landscape
Sunburst
Landscaping
Brightview
Reid Iber
Jared McDonal
Noelle Boothby
Rick Whitman
(602) 330-5698
(602) 653-0561
(602) 920-5938
(602) 300-9473
R.Iber@aaalandsca
pe.com
jared.mcdonald@got
hiclandscape.com
noelle@sunburstland
scaping.com
richard.whitman@bri
ghtview.com
TOTAL WORK CATEGORY PACKAGE VALUE
$44,287
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
N/A
2
Bid Submitted on McCarthy Bid Form
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
5
Surety Company
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
11
GL Insurance Company Name
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
Yes
16
Tier 2 Approved
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
.80
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
21
Task Hazard Analysis included for all tasks
N/A
22
Tie-off above 6' required
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
24
Acknowledges Soils Report
N/A
25
Acknowledges Addenda
N/A
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
N/A
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
N/A
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
N/A
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
N/A
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
N/A
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
N/A
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
N/A
37
Do you have any overseas suppliers that may be impeding your supply chain?
N/A
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.1 - Landscaping
COMPANY INFORMATION
Work Category:
GMP Date:
1
Page 61 of 501
Recommended
AAA Landscape
Gothic Landscape
Sunburst
Landscaping
Brightview
Reid Iber
Jared McDonal
Noelle Boothby
Rick Whitman
(602) 330-5698
(602) 653-0561
(602) 920-5938
(602) 300-9473
R.Iber@aaalandsca
pe.com
jared.mcdonald@got
hiclandscape.com
noelle@sunburstland
scaping.com
richard.whitman@bri
ghtview.com
TOTAL WORK CATEGORY PACKAGE VALUE
$44,287
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
N/A
2
Bid Submitted on McCarthy Bid Form
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
5
Surety Company
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
11
GL Insurance Company Name
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
Yes
16
Tier 2 Approved
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
.80
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
21
Task Hazard Analysis included for all tasks
N/A
22
Tie-off above 6' required
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
24
Acknowledges Soils Report
N/A
25
Acknowledges Addenda
N/A
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
N/A
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
N/A
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
N/A
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
N/A
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
N/A
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
N/A
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
N/A
37
Do you have any overseas suppliers that may be impeding your supply chain?
N/A
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.1 - Landscaping
COMPANY INFORMATION
Work Category:
GMP Date:
1
Page 62 of 501
Recommended
AAA Landscape
Gothic Landscape
Sunburst
Landscaping
Brightview
Reid Iber
Jared McDonal
Noelle Boothby
Rick Whitman
(602) 330-5698
(602) 653-0561
(602) 920-5938
(602) 300-9473
R.Iber@aaalandsca
pe.com
jared.mcdonald@got
hiclandscape.com
noelle@sunburstland
scaping.com
richard.whitman@bri
ghtview.com
TOTAL WORK CATEGORY PACKAGE VALUE
$44,287
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.1 - Landscaping
COMPANY INFORMATION
Work Category:
GMP Date:
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
02100 - Site Preparation
Yes
42
02318 - Crushed Stone, Gravel, and Decomposed Granite
Yes
Scope of Work
Unit Cost
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 02B.1 - Landscaping, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
44
Check to Spec completed and submitted to McCarthy
No
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
46
2" DG Replacement - Blower Bldg - 766 SY
$2,750
47
2" DG Replacement - Filters - 184 SY
$661
48
2" DG Replacement - Maint Bldg - 2,117 SY
$7,600
49
2" Surface Layed of 3/4" Minus DG - A-Basins - 284 SY
$960
50
2" Surface Layed of 3/4" Minus DG - Filters - 280 SY
$946
51
2" Surface Layed of 3/4" Minus DG - Reservoir - 6,334 SY
$21,409
52
2" Surface Layed of 3/4" Minus DG - Roads/Sitework - 2,947 SY
$9,961
53
Samples of Material
Yes
54
2 inches of decomposed granite rolled and compacted as per the Contract
Documents
Yes
55
Spray 2 applications of pre-emergent herbicide
Yes
56
COVID-19 Scope Items
57
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
N/A
58
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
N/A
59
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
N/A
60
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
N/A
61
All tools and equipment used must be sanitzed each day.
N/A
62
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
N/A
63
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
64
Personnel are not allowed to carpool to the site or while onsite.
N/A
65
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
N/A
66
Base Bid:
2
Page 63 of 501
Recommended
AAA Landscape
Gothic Landscape
Sunburst
Landscaping
Brightview
Reid Iber
Jared McDonal
Noelle Boothby
Rick Whitman
(602) 330-5698
(602) 653-0561
(602) 920-5938
(602) 300-9473
R.Iber@aaalandsca
pe.com
jared.mcdonald@got
hiclandscape.com
noelle@sunburstland
scaping.com
richard.whitman@bri
ghtview.com
TOTAL WORK CATEGORY PACKAGE VALUE
$44,287
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.1 - Landscaping
COMPANY INFORMATION
Work Category:
GMP Date:
67
End of Scope
68
Bond/CDI Cost
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$44,287
3
Page 64 of 501
April 19, 2021
McCarthy
Attn:
Reed Peterson
Re:
Chandler WRF Airport and Ocotillo DG Top Dress & Pre-emergent Proposal
We hereby submit the DG top dress and pre-emergent bid for Chandler WRF Airport and Ocotillo
Sites as per the specifications provided. Included in our bid is specification section 02318 dated March
2021 by City of Chandler. This proposal is to be included as an exhibit in any contract.
Our proposal includes the following items:
Ocotillo
Quantity
Unit
Description
Unit Price
Total Price
11434
sqyd
3/4" Minus Desert Gold @ 2" Depth
3.20
$
36,588.80
$
12302
sqyd
Pre-Emergent 2 Applications
0.18
$
2,214.36
$
Airport
Quantity
Unit
Description
Unit Price
Total Price
3068
sqyd
3/4" Minus Pink Coral @ 2" Depth
3.40
$
10,431.20
$
3405
sqyd
Pre-Emergent 2 Applications
0.19
$
646.95
$
Bid Breakdown
Total Price
Ocotillo Site
38,803.16
$
Airport Site
11,078.15
$
CLARIFICATIONS:
•
This Proposal MUST be made an exhibit in any contract awarded to AAA LANDSCAPE.
•
This proposal is based upon completing the Project in 7 working days.
•
Unit costs and quantities are provided for reference only.
•
All grades are to be received within +/- 1/10th of subgrade.
•
AAA Landscape is not responsible for damage due to poor soil conditions, rodents, vandalism, and/or “ACTS OF
NATURE” to include frost damage.
•
Two mobilizations are included in this proposal – any additional mobilizations will be $ 2,000.00 ea.
•
Two layers of pre-emergent will be provided for inert ground cover areas.
Extras and additional work will be per the following rates:
Labor:
$40.00 per hour
Project Manager
$85.00 per hour
Foreman:
$75.00 per hour
Irrigation/Leadperson:
$60.00 per hour
Equipment w/operator:
3500/Bobcat: $85.00 per hour
570 Grade Tractor: $95.00 per hour
590 Backhoe: $105.00 per hour
1800 Gal Water Truck: $125.00 per hour
Material, Fuel and rentals: Cost + 25%
Page 65 of 501
AAA Landscape Warranty:
AAA LANDSCAPE will replace – upon notice by Owner – any material installed which is defective due to poor quality
material or workmanship. This Warranty takes effect upon substantial completion of areas when accepted and
continues for the period listed below. This Warranty does not cover damage caused by others, or damage or loss beyond
the control of AAA LANDSCAPE.
Current EMOD Rate: 0.75
EXCLUSIONS:
•
Cut/Patch/Boring under asphalt or concrete (unless specified).
•
Clearing/Grubbing/Weed Eradication.
•
Removal of any debris or concrete left by other trades.
•
Sand bedding of laterals / mainline.
•
Protection of existing plants during construction by others.
•
Mold and Water Intrusion.
•
Cost of water meter and associated fees.
•
Excavation in hard-pan/caliche/bed rock.
•
Permits/bonds and sales tax are not included.
•
Berming/Cutting of retention’s.
•
Repair of existing landscape and irrigation in surrounding areas.
•
Rip Rap from Civil Plans.
•
Traffic Control
•
Backfilling Curbs, Walls or Parking Islands
•
Not responsible for existing unknown utilities not mark by
blue stake.
If you have any questions, please feel free to call.
Sincerely,
Reid Iber
Director of Estimating
______________________________________________________________________________________
Note: This proposal expires in 150 calendar days.
Acceptance of this proposal- The above prices, specifications, and conditions are satisfactory and are herby accepted. You are
authorized to do the work as specified.
“Pursuant to Arizona law we are required to inform you of your right to file a written complaint
with the Registrar of Contractors for an alleged violation of Arizona Revised Statutes section 32-
1154, subsection A. Any complains must be made within the applicable time period as set forth
in section 32-1155, subsection A. The ROC can be contacted at (602) 542-1525 or online
at http://www.azroc.gov. We request that if any portion of our work is unsatisfactory that you
notify us prior to filing a complaint so we can attempt to resolve any concerns.”
Date Of Acceptance:__________________
Authorized Signature:________________________________________
Page 66 of 501
Recommended
L&L Asphalt
Cactus Asphalt
Via Sun
L Keeley
Construction Co.
John Doerfler
Bryan Glazer
Matt Campbell
Justin Naber
(480) 363-9157
(623) 433-6670
(602) 768-0620
(480) 000-0000
johndoerfler@yaho
o.com
bg@cactusasphalt.c
om
matt@viasuncorp.co
m
email
TOTAL WORK CATEGORY PACKAGE VALUE
$89,312
$91,237
$99,089
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
N/A
N/A
N/A
2
Bid Submitted on McCarthy Bid Form
No
No
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
N/A
N/A
5
Surety Company
N/A
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
N/A
N/A
11
GL Insurance Company Name
N/A
N/A
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
.77
0.90
0.73
19
Agrees to comply with PPE requirements including 100% glove policy
No
No
No
20
Acknowledges updated ladder policy (platform ladders)
No
No
No
21
Task Hazard Analysis included for all tasks
No
No
No
22
Tie-off above 6' required
No
No
No
23
Includes Hoisting for Sub's Own Work Scope
No
No
No
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
N/A
N/A
N/A
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
Yes
28
Sales Tax Included
No
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
N/A
N/A
N/A
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
N/A
N/A
N/A
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
N/A
N/A
N/A
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
N/A
N/A
N/A
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
N/A
N/A
N/A
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
N/A
N/A
N/A
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
N/A
N/A
N/A
37
Do you have any overseas suppliers that may be impeding your supply chain?
N/A
N/A
N/A
38
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.2 - Paving
COMPANY INFORMATION
Work Category:
1
Page 67 of 501
Recommended
L&L Asphalt
Cactus Asphalt
Via Sun
L Keeley
Construction Co.
John Doerfler
Bryan Glazer
Matt Campbell
Justin Naber
(480) 363-9157
(623) 433-6670
(602) 768-0620
(480) 000-0000
johndoerfler@yaho
o.com
bg@cactusasphalt.c
om
matt@viasuncorp.co
m
email
TOTAL WORK CATEGORY PACKAGE VALUE
$89,312
$91,237
$99,089
No Bid
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.2 - Paving
COMPANY INFORMATION
Work Category:
39
Per Plans & Specifications
Yes
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
41
02500 - Asphalt Pavement
Yes
Yes
Yes
42
02580 - Pavement Markings
Yes
Yes
Yes
Scope of Work
Unit Cost
Unit Cost
Unit Cost
$0
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 02B.2 - Paving, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
44
Check to Spec completed and submitted to McCarthy
No
No
No
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
46
Asphalt Paving Repairs - 4" AC - Blower - 37 SY
$1,141
$1,051
$1,263
47
Asphalt Paving Repairs - 4" AC - Filters
$1,697
$1,562
$1,877
48
Asphalt Rdwy - 4"AC - Maint Bldg
$51,520
$47,428
$56,997
49
Pavement Markings - Maint Bldg
$1,575
$1,386
No
50
Asphalt Paving Road - 4" AC - O Anoxic
$317
$330
$375
51
Asphalt Paving Road - 4" AC - O filters
$2,337
$2,430
$2,765
52
Asphalt Paving Road - 4" AC - O Site
$26,975
$28,050
$31,912
53
Mobilization
$3,750
$9,000
$3,900
54
COVID-19 Scope Items
55
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
N/A
N/A
N/A
56
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
N/A
N/A
N/A
57
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
N/A
N/A
N/A
58
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
N/A
N/A
N/A
59
All tools and equipment used must be sanitzed each day.
N/A
N/A
N/A
60
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
N/A
N/A
N/A
61
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
N/A
62
Personnel are not allowed to carpool to the site or while onsite.
N/A
N/A
N/A
63
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
N/A
N/A
N/A
64
65
End of Scope
66
Bond/CDI Cost
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$89,312
$91,237
$99,089
Base Bid:
2
Page 68 of 501
Page 69 of 501
1
Peterson, Reed
From:
Adams, Brandon
Sent:
Thursday, April 8, 2021 12:17 PM
To:
Peterson, Reed
Subject:
L&L Asphalt - FW: Escalation to Aug 2023 - FW: Chandler WRF - 90% GMP
Reed,
Here is the escalation from L&L. Comes out to $10 per year per tonnage (10x1200) = $12000 for 2022
= $12000 for 2023
Brandon Adams
Estimating Manager | Southwest Region
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200 | Phoenix, AZ 85016-2037
M (480) 650-2423
mccarthy.com | LinkedIn | Twitter | Facebook | YouTube
From: John Doerfler <johndoerfler@yahoo.com>
Sent: Thursday, April 8, 2021 12:13 PM
To: Adams, Brandon <BAdams@McCarthy.com>
Subject: Re: Escalation to Aug 2023 - FW: Chandler WRF - 90% GMP
correct
John Doerfler L&L Asphalt Office:623-434-1200 Cell:480-363-9157
On Thursday, April 8, 2021, 12:11:55 PM MST, Adams, Brandon <badams@mccarthy.com> wrote:
Ok thanks John, and just to clarify you’re adding $2.50 per ton per quarter, based on that total tonnage of 1200 correct?
Thanks
Brandon Adams
Estimating Manager | Southwest Region
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200 | Phoenix, AZ 85016-2037
M (480) 650-2423
mccarthy.com | LinkedIn | Twitter | Facebook | YouTube
Page 70 of 501
2
From: John Doerfler <johndoerfler@yahoo.com>
Sent: Thursday, April 8, 2021 11:49 AM
To: Adams, Brandon <BAdams@McCarthy.com>
Subject: Re: Escalation to Aug 2023 - FW: Chandler WRF - 90% GMP
I Would Add $2.50 Per Quarter After 12/31/21. This is a complete guess. No asphalt supplier will extend any price past
12/31/21.
Thanks
Total Tonnage figured is 1200 Tons
John Doerfler L&L Asphalt Office:623-434-1200 Cell:480-363-9157
On Thursday, April 8, 2021, 11:43:29 AM MST, Adams, Brandon <badams@mccarthy.com> wrote:
John,
Quick question on your quote, can you include escalations for pricing good through Aug 2023? We wanted to make sure
those are included in your quote. If you could add those and send it back today that would be great.
Thanks
Brandon Adams
Estimating Manager | Southwest Region
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200 | Phoenix, AZ 85016-2037
M (480) 650-2423
Page 71 of 501
Recommended
ViaSun Corp
Procon
Rouser
Sun Valley
Denny Clark
Matt Campbell
Dave Baker
Todd
Christopherson
Todd Nessler
Jeff Shoulders
(602) 768-0620
(480) 888-6712
(602) 920-1761
(602) 943-6106
(480) 664-6367
matt@viasuncorp.c
om
dbaker@proconaz.c
om
todd.c_rouser@cox.
net
toddnessler@sunvall
eyconstruction.com
Estimating@dennycl
arkconcrete.com
TOTAL WORK CATEGORY PACKAGE VALUE
$119,764
$158,386
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
N/A
N/A
2
Bid Submitted on McCarthy Bid Form
No
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
N/A
5
Surety Company
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
N/A
11
GL Insurance Company Name
N/A
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
N/A
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
0.73
0.80
19
Agrees to comply with PPE requirements including 100% glove policy
No
No
20
Acknowledges updated ladder policy (platform ladders)
No
No
21
Task Hazard Analysis included for all tasks
No
No
22
Tie-off above 6' required
No
No
23
Includes Hoisting for Sub's Own Work Scope
No
No
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
N/A
N/A
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
28
Sales Tax Included
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
N/A
N/A
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
N/A
N/A
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
N/A
N/A
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
N/A
N/A
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
N/A
N/A
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
N/A
N/A
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
N/A
N/A
37
Do you have any overseas suppliers that may be impeding your supply chain?
N/A
N/A
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.3 - Site Concrete
COMPANY INFORMATION
Work Category:
1
Page 72 of 501
Recommended
ViaSun Corp
Procon
Rouser
Sun Valley
Denny Clark
Matt Campbell
Dave Baker
Todd
Christopherson
Todd Nessler
Jeff Shoulders
(602) 768-0620
(480) 888-6712
(602) 920-1761
(602) 943-6106
(480) 664-6367
matt@viasuncorp.c
om
dbaker@proconaz.c
om
todd.c_rouser@cox.
net
toddnessler@sunvall
eyconstruction.com
Estimating@dennycl
arkconcrete.com
TOTAL WORK CATEGORY PACKAGE VALUE
$119,764
$158,386
Declined
Declined
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.3 - Site Concrete
COMPANY INFORMATION
Work Category:
38
39
Per Plans & Specifications
40
Division 1 as it relates to this scope of work
Yes
Yes
41
03100 - Concrete Formwork
Yes
Yes
42
03200 - Concrete Reinforcement
Yes
Yes
43
03251 - Concrete Joints
Yes
Yes
44
03300 - Cast-In-Place Concrete
Yes
Yes
Scope of Work
Unit Cost
Unit Cost
$0
$0
$0
45
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 02B.3 - Site Concrete, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
46
Check to Spec completed and submitted to McCarthy
No
No
47
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
49
Airport - Blower
50
Curb & Gutter Repairs- Blower Bldg - 53 LF
$1,662
$2,682
51
Airport - Filters
50
Curb & Gutter Repairs- Filters - 77 LF
$2,414
$3,896
51
Concrete Adjustment Collars - Manhole - Filters - 1 EA (Specialty Companies)
$445
No
52
Airport - Maintenance Building
51
Valley Gutter C-233 - Maint Bldg - 1,151 SF
$16,666
$25,782
52
Concrete Adjustment Collars - Manhole - Maint Bldg - 1 EA (Specialty Companies)
$445
No
53
Curb & Gutter - Maint Bldg - 1,038 LF
$40,047
$54,070
52
Conc Adj Collar - Valve/Sewer CO - Maint Bldg - 5 EA (Specialty Companies)
$2,075
No
53
Conc Sidewalk - Maint Bldg - 465 SF
$6,710
$4,687
54
Ocotillo - Aeration/Anoxic MCC Replacement
53
Sidewalk - 54 SF
$779
$544
54
Ocotillo - Clarifiers
55
Concrete Adjustment Collar, Valve - 1 EA (Speacialty Companies)
$390
No
54
Ocotillo - Filters
55
Curb & Gutter - 142 LF
$7,304
$7,959
56
Valley Gutter - 81 SF
$1,173
$1,814
55
Concrete Adjustment Collar, Manhole - 2 EA (Specialty Companies)
$840
No
56
Ocotillo - Roads/Sitework
57
Curb & Gutter - 506 LF
$18,484
$25,502
56
Valley Gutter - 1,404 SF
$20,330
$31,450
57
COVID-19 Scope Items
58
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
N/A
N/A
59
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
N/A
N/A
Base Bid:
2
Page 73 of 501
Recommended
ViaSun Corp
Procon
Rouser
Sun Valley
Denny Clark
Matt Campbell
Dave Baker
Todd
Christopherson
Todd Nessler
Jeff Shoulders
(602) 768-0620
(480) 888-6712
(602) 920-1761
(602) 943-6106
(480) 664-6367
matt@viasuncorp.c
om
dbaker@proconaz.c
om
todd.c_rouser@cox.
net
toddnessler@sunvall
eyconstruction.com
Estimating@dennycl
arkconcrete.com
TOTAL WORK CATEGORY PACKAGE VALUE
$119,764
$158,386
Declined
Declined
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.201
5/4/2021 Rev 6/21/2021
02B.3 - Site Concrete
COMPANY INFORMATION
Work Category:
60
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
N/A
N/A
61
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
N/A
N/A
62
All tools and equipment used must be sanitzed each day.
N/A
N/A
63
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
N/A
N/A
64
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
65
Personnel are not allowed to carpool to the site or while onsite.
N/A
N/A
66
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
N/A
N/A
67
68
End of Scope
69
Bond/CDI Cost
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$119,764
$158,386
3
Page 74 of 501
PROJECT PROPOSAL - McCarthy Chandler WRF
(CONCRETE)
Phoenix, Arizona 85040
3621 E. Superior Avenue
VIASUN CORPORATION
Matt Campbell
602-768-0620
matt@viasuncorp.com
Contact:
Phone:
Email:
Project Name:
Company:
McCarthy Building Companies, Inc.
Chandler WRF
Project Address:
Contact:
Reed Peterson
Address:
Submitted:
6225 North 24th Street, Suite 200
April 14, 2021
Phone:
602-695-2329
Email:
AZ ROC #:
RPeterson@mccarthy.com
278361 / 297383
Certifications:
AMOUNT
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
6" Curb & Gutter MAG 220 Type A
36.53
LF
1,420.00
20
51,872.60
4" Roll Curb MAG 220 Type C
33.82
LF
378.00
30
12,783.96
24" Ribbon Curb MAG 220 Type B
31.35
LF
454.00
40
14,232.90
5' Curb Transition
549.85
EA
8.00
50
4,398.80
Sidewalk MAG 230
14.43
SF
476.00
60
6,868.68
2.5' Curb Termination
1,058.20
EA
3.00
70
3,174.60
Valley Gutter COC DTL C-233
14.48
SF
2,831.00
80
40,992.88
3.5" Roll Curb
40.60
LF
139.00
120
5,643.40
Install Return Concrete Driveway MAG 251
34.08
SF
151.00
140
5,146.08
8" Verticle Curb MAG 222 Type A
56.43
LF
12.00
160
677.16
GRAND TOTAL
$145,791.06
NOTES:
All scheduling contingent upon mutual agreement of Owner and ViaSun Corporation.
ViaSun will require this proposal with exclusions be included in any contractual agreement.
In the event that quantities differ from above, billing will reflect agreed upon measured quantities.
Payment Terms Net 30 Days from submitted invoice.
Subgrade to be certified at +/- .10 for curb, +/- .05 for sidewalk, asphalt subgrade provided by others per plans and
specifications.
Quantities and Scope are based on ViaSun tadeoff (attached)
EXCLUSIONS:
Water, Sales Tax, Bonds, Permits, Plans, Engineering, Survey, Staking, As-Builts, Testing, Inspection, Gradework, Landscape
Areas, Weed Killer, Crack Routing, Crack-Sealing, Asphalt Patching, ABC, Vegetation Replacement, Utility Removal or
Relocation, Striping, Signage, Subgrade Stabilization, Removal of Debris Generated by Other Trades, Erosion Control, Project
Information Sign and Any Special Insurance Requirements.
Quoted prices valid for 150 days unless otherwise noted.
Prices above based on completing each task in one mobilization. If an additional mobilization is required, charges may apply.
Page 1 of 2
Page 75 of 501
Recommended
McCarthy
Zach McDonald
480-449-4700
Zmcdonanld@mccart
hy.com
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
N/A
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
5
Surety Company
Allianz-Starr
6
Surety AM Best Rating (Must be A- or Better)
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
9
Bond/CDI Cost
0.000%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Allianz-Starr
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
15
Tier 1 Approved
Yes
16
Tier 2 Approved
Yes
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
0.39
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
N/A
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A - Structural Concrete
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 76 of 501
Recommended
McCarthy
Zach McDonald
480-449-4700
Zmcdonanld@mccart
hy.com
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A - Structural Concrete
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
03100 Concrete Formwork
Yes
42
03200 Concrete Reinforcement
Yes
43
03251 Concrete Joints
Yes
44
03300 Cast-In-Place Concrete
Yes
45
03600 Grout
Yes
Scope of Work
$5,117,120
$0
$0
$0
$0
46
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 03A - Structural Concrete, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
47
Check to Spec completed and submitted to McCarthy
Yes
48
Reinforcing steel fabrication and installation
Yes
49
SBE- 3rd Tier Placer to Reinforcing Steel Sub
Yes
50
Provide temporary guardrails and barricades as defined in the front ends for
concrete scope of work only (other rails to be furnished by main job)
Yes
51
Provide temporary ladders for structural concrete
Yes
52
Include costs for area cleanup.
Yes
53
All "A" frame ladders shall be compliant with new McCarthy safety
requirements allowing only FRP platform ladders.
Yes
54
Include concrete floor finishing per construction documents
Yes
55
Provide and haul off of concrete washout for this scope of work and used
formwork materials.
Yes
56
Formwork drawings and reshore drawings
Yes
57
Layout for this concrete package. (Survey and control by others (Main
job/CMAR)
Yes
58
Setting of structural steel anchor bolt and embeds
Yes
59
Provide all pumping or other means and methods for placing concrete.
Yes
60
Curing measures as required:
Yes
61
Provide ice and chilled water as required for placement of concrete during hot
weather conditions.
Yes
62
Saw cutting all slabs for construction joints in accordance with ACI-318. (All
saw cutting related to demo work by others)
Yes
63
Set all anchor bolts (post installed anchors by others)
Yes
64
Grout base plates and equipment
Yes
65
Set embed angles at sump pits (furnished by others)
Yes
66
Set weld embed plates (furnished by others)
Yes
67
Fine grade all slabs from +/- 0.20 after MEP under slab rough-in is complete.
Yes
Base Bid:
Page 77 of 501
Recommended
McCarthy
Zach McDonald
480-449-4700
Zmcdonanld@mccart
hy.com
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A - Structural Concrete
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
68
Turndowns at slab edge as shown
Yes
69
Slab thickenings at construction joints and at masonry wall locations (includes
rebar prep for masonry)
Yes
70
All screeding must be done to hard edge
Yes
71
Include necessary patching of walls and decks
Yes
72
Prepare placement plans to be approved by McCarthy.
Yes
73
Crane for concrete forming and stripping and rebar placing activities. Include
full time certified operator with crane capable of reaching all areas.
Yes
74
Crane safety per McCarthy's crane safety standards.
Yes
75
Concrete pumping and/or use of concrete buckets for placements
Yes
76
All required waste/overage for all concrete elements.
Yes
77
Provide OSHA approved PPE and filtration systems during all silica dust
generating activities.
Yes
78
Includes rebar caps for concrete work as needed.
Yes
79
Responsible to submit, coordinate, and verify all inspections, procedures, and
tests as required with city/state inspectors and officials, special inspectors,
and material testing firms.
Yes
80
Housekeeping / Cleanup of ties and other debris for a completely clean deck
Yes
81
Materials pricing valid through duration of scope of work
Yes
82
Initial on site safety orientation and daily safety meeting included in cost of
work.
Yes
83
Shrinkage reducing admixture in ALL concrete mixes per GSNs
Yes
84
Pour sequencing and pour breaks per allowable lengths as noted in GSN's
Yes
85
Use of form savers/mechanical couplers where noted. Also included for
means and methods as required for completion of structure if not noted on
drawings.
Yes
86
All water stop, including retrofit, PVC and expandable.
Yes
87
Slump enhancers used or puddle mortaring as required to meet specifications
regarding bottom of wall concrete consolidation.
Yes
88
Leak Testing at reservoir, sludge holding and Ocotillo filter structures only.
Yes
89
Scope specific inclusions by area (in addition to the above)
90
A - AB Diffuser replacements
91
Cutback rebar and grout at all saw cut openings in walls/slabs
Yes
92
Aeration basin pipe support repairs
Yes
93
Aeration basin concrete wall repairs
Yes
94
Aeration basin diffuser pipe cut anchor patch
Yes
95
A - Blower Piping
96
New pipe support pedestals (including setting of pipe saddles embedded in
concrete)
Yes
97
Grouting of pipe supports and anchor plates
Yes
98
Pipe plugs
Yes
99
A - Filters
100
Trench slab patchback
Yes
101
Wall infills
Yes
102
Cutback rebar and grout at all saw cut openings in walls/slabs
Yes
Page 78 of 501
Recommended
McCarthy
Zach McDonald
480-449-4700
Zmcdonanld@mccart
hy.com
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A - Structural Concrete
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
103
Sump pit slabs (including hand digging excavation)
Yes
104
Coring openings and patchback for concrete sump pit placements
Yes
105
All new walls, decks and slabs as noted in drawings (including all drill & epoxy
connections and associated waterstop)
Yes
106
Equipment pads
Yes
107
Grout fill where noted.
Yes
108 A - Maintenance Building
109
All foundations and slabs on grade
Yes
110
Slab on metal deck at mezzanine (including WWF reinforcing)
Yes
111
Equipment pads
Yes
112 O - Aeration / Anoxic & MCC Replacement
113
Slab, Wall and Deck expansions
Yes
114
Support columns below grade
Yes
115
Equipment pads
Yes
116
Grout fill where noted.
Yes
117
Wall infills
Yes
118
Cutback rebar and grout at all saw cut openings in walls/slabs
Yes
119 O - Chlorine Contact Basin
120
Patchback and new pipe penetrations at existing wall(s)
Yes
121
New CCB DT Beams
Yes
122
Misc. Grouting
Yes
123 O - Clarifiers
124
Clarifier launder walls and decks (including all waterstop and D&E
connections)
Yes
125
Grout filling clarifier trough
Yes
126
Grout fill clarifier basins
Yes
127
Scarify/roughen bonding slab
Yes
128
Misc. Grouting
Yes
129
Pipe plugs
Yes
130 O - Filters
131
New filter slabs, walls and decks
Yes
132
Connections to adjacent structure
Yes
133
Grouting at tertiary filters.
Yes
134
Equipment pads
Yes
135
Misc. Grouting
Yes
136 O - General (Temp Power, Potholing, Silo Gate)
137
Pipe encasements (including reinforcing steel)
Yes
138
Headwalls
Yes
139
Misc. exterior equipment pads
Yes
140
Grouting
Yes
141 O - RAS/WAS Pump Station
142
Equipment pads
Yes
143
Patchback at hatch replacements
Yes
Page 79 of 501
Recommended
McCarthy
Zach McDonald
480-449-4700
Zmcdonanld@mccart
hy.com
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A - Structural Concrete
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
144
Misc. Grouting
Yes
145 O - Reservoir
146
All slabs, columns, walls, pilasters, decks for complete structure including the
following items.
Yes
147
D&E to existing structure (including waterstop)
Yes
148
Setting of embeds
Yes
149
Misc. Grouting
Yes
150 O - Roads / Sitework
151
Light pole bases (1)
Yes
152 O - Splitter Box Mods
153
Pipe plugs
Yes
154
Sludge Holding structure as alternate
Yes
155 Scope Coordination:
156
Structural Excavation, backfill and haul off
By WC 02B
157
Fine Grade
By WC 02B
158
Grouting of masonry walls and connections to masonry
By WC 04A
159
Masonry wall reinforcing
By WC 04A
160
Site concrete (other than what is noted/included above)
By WC 02B
161
CLSM/Slurry backfill of trenches and excavations
By WC 02B
162 GMP 1 Early Concrete
-$29,428.00
163 COVID-19 Scope Items
164 Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
165 Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
166
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
167
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
168 All tools and equipment used must be sanitized each day.
Yes
169 Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
170
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
171 Personnel are not allowed to carpool to the site or while onsite.
Yes
172 Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
173
174 End of Scope
175 Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$5,087,692
$0
$0
$0
$0
Page 80 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
03A – Concrete & Reinforcing
A - AB Diffuser replacements
10,135
26,088
$36,223
874 - Aeration Pipe Support Repair - Concrete
Drill & Epoxy Dowel (#3,4,5) - Vertical
40.0
EA
20.53
541
280
$821
Install & Remove Scaffolding for IMLR Support Repair
10.0
EA
241.42
2,164
250
$2,414
Remove Conc at IMLR Support Repair ( 2.25cf/ea )
10.0
EA
275.52
2,705
50
$2,755
Form Pipe Support Repair Areas (4.5sf/ea)
10.0
EA
211.94
2,019
100
$2,119
Pour Conc at IMLR Support Repair (2.25cf/ea )
10.0
EA
295.52
2,705
250
$2,955
Coat SS anchors w/ epoxy
2.0
EA
5,079.00
10,158
$10,158
875 - Aeration Basin Concrete Wall Repair
Patch Walls in 2 Aeration Basins per Sht M-1.01, Note 8,
1.0
AL
15,000.00
15,000
$15,000
S-16) ALLOWANCE
A - Blower Piping
59,033
22,154
2,357
$83,545
750 - Pipe Support Pedestals
Floor Edge Form 12" Pipe Support Footings - 12ea
383.0
LF
20.24
6,890
862
$7,752
Grout Base Plates for Airp Piping Supports
24.0
EA
57.49
1,212
168
$1,380
Floor Edge Form 12" Pipe Support Footing - 11ea
187.0
LF
20.24
3,364
421
$3,785
Floor Edge Form 12" Pipe Support Footing - 18 ea
306.0
LF
20.24
5,505
689
$6,193
Finish Wall Tops
141.5
LF
2.07
286
7
$293
Float Finish
1,109.0
SF
1.56
1,680
55
$1,735
Pour Slab on Grade with Pump
43.1
CY
48.24
1,089
992
$2,081
Sack & Patch Vertical - V2 - Point and Patch
1,258.0
SF
1.82
2,223
63
$2,286
Pour Pipe Support with Pump
4.2
CY
123.97
424
97
$521
Pour Pipe Support with Pump
18.9
CY
123.97
1,904
434
$2,338
Form Pipe Support 5.5'x1'x4' - 11 ea
484.0
SF
17.67
7,463
1,089
$8,552
Form Pipe Support 4.5'x1'x3' - 18ea
486.0
SF
17.67
7,494
1,094
$8,588
5000 PSI Concrete
66.2
CY
188.98
12,508
$12,508
Form Pipe Support Pedestal)18" SQ 2' Tall - 24 ea)
288.0
SF
12.53
2,961
648
$3,609
Rebar Rack
36.0
EA
107.39
3,506
360
$3,866
870 - Misc. Grouting
Grout Base Plates for Air Piping Supports
53.0
EA
57.49
2,676
371
$3,047
Set Anchor Bolt Set for Air Piping Pedestals
53.0
EA
172.31
8,603
530
$9,133
871 - Misc. Bollards
Place Concrete Bollard Install at AWRF Blower Building
7.0
EA
336.94
1,414
455
490
$2,359
873 - Pipe Plug - Concrete
Pour Conc Fill in 30" FRP Pipe with Pump (Sht D-1.12) - 5
15.0
CY
45.72
341
345
$686
ea
5000 PSI Concrete
15.0
CY
188.98
2,835
$2,835
A - Filters
330,300
115
167,790
19,014
$517,219
201 - Misc. Site Slabs
Waterstop Hydrophillic
543.0
LF
19.41
2,938
7,602
$10,540
Drill & Epoxy Dowel (#3,4,5) - Horizontal at Trench Cap
298.0
EA
17.03
4,031
1,043
$5,074
Purchase Crushed Stone for Trench Fill (3/8" Aggregate)
47.0
TN
16.00
752
$752
Place Crushed Stone In Trench
23.0
CY
56.49
1,184
115
$1,299
Trowel Cement Finish
305.0
SF
1.06
308
15
$323
Pour Slab on Grade with Pump
15.6
CY
73.49
788
359
$1,146
Scarify/Rough Bonding Surface at Trench Cap Above 3/8"
298.0
SF
2.77
752
75
$827
Fill
5000 PSI Concrete
16.7
CY
188.98
3,156
$3,156
203 - Filter Slab (Base Area)
Waterstop Hydrophillic
384.0
LF
19.41
2,078
5,376
$7,454
Drill & Epoxy Dowel Top & Bottom in Sump Pit -
192.0
EA
17.03
2,597
672
$3,269
64ea/sump
Core Drilling 6" x 12" Deep at Sumps 12ea/sump
36.0
EA
200.00
7,200
$7,200
Trowel Cement Finish
134.0
SF
2.07
271
7
$277
Pour Slab on Grade with Pump
5.2
CY
123.97
526
120
$646
Hand Excavate Sump Pits 7.1cy/ea x 3 Sumps
21.0
CY
75.73
1,590
$1,590
Vactor Truck Sub for Sump Excavation (2 days)
21.0
CY
164.00
3,444
$3,444
5000 PSI Concrete
5.2
CY
188.98
985
$985
Rebar Rack
84.0
LF
6.92
518
63
$581
204 - Filter Slab (At Grade Area)
Floor Edge Form (GT 1' Ht)
72.0
SF
20.24
1,295
162
$1,457
Expansion/Isolation Joint
18.0
LF
11.82
195
18
$213
Trowel Cement Finish
255.0
SF
1.56
386
13
$399
Pour Slab on Grade with Pump
14.9
CY
73.49
751
342
$1,093
5000 PSI Concrete
14.9
CY
188.98
2,811
$2,811
400 - Filter Channel Walls
Waterstop Retro
651.0
LF
78.58
26,417
24,738
$51,155
Waterstop 6" PVC
90.0
LF
11.49
584
450
$1,034
Drill & Epoxy Dowel (#3,4,5) - Vertical
853.0
EA
17.03
11,538
2,986
$14,523
Drill & Epoxy Dowel (#3,4,5) - Horizontal
1,320.0
EA
17.03
17,855
4,620
$22,475
Finish Wall Tops
313.0
LF
2.07
632
16
$648
Sack & Patch Vertical - V2 - Point and Patch
8,648.6
SF
1.82
15,282
432
$15,715
Form Wall On Footing (GT 6') - Hand Set
8,648.6
SF
15.93
120,025
17,730
$137,755
Pour Wall GT 10" THK GT 6' with Pump
168.2
CY
73.49
8,490
3,868
$12,358
Wall Bulkheads
90.0
LF
25.88
2,082
248
$2,329
Wall Bulkheads
92.0
SF
25.88
2,127
253
$2,380
BW-12" DIP Wall Pipe 1'-0" at Filters
1.0
EA
344.63
325
20
$345
Page 81 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
5000 PSI Concrete
196.5
CY
188.98
37,142
$37,142
409 - Wall Patchbacks
Form & Pour 12" Sleeve in AWRP Filter Wall
1.0
LS
957.47
757
200
$957
411 - Filter Sump Walls
Finish Wall Tops
66.0
LF
2.07
133
3
$137
Sack & Patch Vertical - V2 - Point and Patch
132.0
SF
1.82
233
7
$240
Pour Small Wall LE 6' with Pump in Core Holes
10.8
CY
123.97
1,086
247
$1,333
Form Wall 1-Sided (GT2'-LE 6') - Hand Set in Sump Pit
132.0
SF
20.24
2,375
297
$2,672
5000 PSI Concrete
10.8
CY
188.98
2,033
$2,033
412 - Filter Infill Walls
Waterstop Retro (Infill Walls)
480.0
LF
78.58
19,478
18,240
$37,718
Drill & Epoxy Dowel (#3,4,5) - Overhead Vertical (Infill
192.0
EA
17.03
2,597
672
$3,269
Walls)
Drill & Epoxy Dowel (#3,4,5) - Overhead Vertical
288.0
EA
17.03
3,896
1,008
$4,904
Scarify/Rough Bonding Surface for Infill Walls
457.0
SF
2.77
1,154
114
$1,268
Sack & Patch Vertical - V2 - Point and Patch
500.0
SF
1.82
884
25
$909
Pour Small Wall LE 6' with Pump (Use Birds Mouth)
9.7
CY
426.89
3,927
224
$4,150
Form Wall Not On Footing (GT2'-LE 6') - Hand Set (Infill
200.0
SF
26.41
4,832
450
$5,282
Walls)
Form Wall Not On Footing (GT2'-LE 6') - Hand Set (Trough
300.0
SF
26.41
7,247
675
$7,922
Infill Walls)
Pour Wall GT 10" THK GT 6' with Pump
7.9
CY
224.94
1,599
182
$1,781
5000 PSI Concrete
9.7
CY
188.98
1,837
$1,837
610 - Existing Filters Deck
Drill & Epoxy Dowel (#3,4,5) - Vertical (Filter Walkway
144.0
EA
17.03
1,948
504
$2,452
Decks)
Trowel Cement Finish
261.0
SF
2.57
659
13
$672
Sack & Patch Horizontal - H1 - Standard Finish
261.0
SF
1.06
264
13
$277
Pour Slab & Beams with Pump
13.0
CY
73.49
656
299
$955
5000 PSI Concrete
13.0
CY
188.98
2,457
$2,457
Patch Concrete for Hammer Head Formwork
288.0
SF
2.77
509
288
$797
Panel Form Flat Slab Soffit 12'-18'
261.0
SF
30.10
6,708
1,148
$7,856
Flat Slab Reshore 12'-18'
261.0
SF
0.32
71
13
$84
Slab Edge Form
146.0
LF
20.24
2,627
329
$2,955
745 - Equip Pads
Finish Pad/Island
47.0
SF
8.63
403
2
$406
Drill & Epoxy Dowel (#3,4,5) - Vertical (Filter Equip Pads)
120.0
EA
17.03
1,623
420
$2,043
Pour Pads with Pump
2.2
CY
527.86
1,111
51
$1,161
Form Pad / Island (Filter Equip Pads 12")
101.0
LF
20.24
1,817
227
$2,044
5000 PSI Concrete
2.2
CY
188.98
423
$423
833 - Grout Fill - Filter Basin
Trowel Cement Finish
1,233.0
SF
1.43
1,706
62
$1,768
Scarify/Rough Bonding Surface for Grout Fill
1,233.0
SF
2.77
3,112
308
$3,421
Pour Topping Slab with Pump
104.5
CY
109.39
9,026
2,403
$11,429
Grout Mix (Grout for Filter Bottoms)
104.5
CY
150.00
15,672
$15,672
870 - Misc. Grouting
Grout Base Plates for AWRF Filter Canopy
10.0
EA
57.49
505
70
$575
Grout Base Plates For Pipe Supports
194.0
EA
57.49
9,794
1,358
$11,152
Cutback Rebar and Repair at Demo Areas ( A - Filters )
1,352.0
EA
10.05
8,856
4,732
$13,588
Set Anchor Bolt Set for AWRF Filter Canopy
10.0
EA
172.31
1,623
100
$1,723
Patch Pipe Penetrations at Core Locations ( 3" & 4" Pipe )
9.0
EA
68.92
440
180
$620
871 - Misc. Bollards
Place Concrete Bollard Install at AWRF Filter/Site
4.0
EA
266.94
808
260
$1,068
873 - Pipe Plug - Concrete
Pour Conc Fill in 30" FRP Pipe with Pump (Sht D-1.16) - 4
12.0
CY
45.72
273
276
$549
ea
5000 PSI Concrete
12.0
CY
188.98
2,268
$2,268
A - General (Temp Power, Potholing)
2,019
280
$2,299
870 - Misc. Grouting
Grout Base Plates For Elec Supports
40.0
EA
57.49
2,019
280
$2,299
A - Maintenance Building
81,117
101,148
13,802
$196,067
104 - Column Footings
Layout Footing
21.0
EA
97.39
2,045
$2,045
Column Footing Edge Form 6'x6'x1.18' - 4ea
116.0
SF
20.24
2,087
261
$2,348
Column Footing Edge Form 8'x8'x1.18' - 4ea
152.0
SF
20.24
2,734
342
$3,076
Column Footing Edge Form 7.5'x7.5'x1.18' - 9ea
324.0
SF
20.24
5,829
729
$6,558
Column Footing Edge Form 9.5'x9.5'x1.18' - 4ea
180.0
SF
20.24
3,238
405
$3,643
Grout Base Plates for AWRF Main Building
25.0
EA
57.49
1,262
175
$1,437
Pour Column/Mat Footing with Pump
58.2
CY
38.15
881
1,338
$2,218
Set Anchor Bolt Set for AWRF Maint Building Colums
25.0
EA
172.31
4,058
250
$4,308
5000 PSI Concrete
58.2
CY
188.98
10,990
$10,990
200 - Slab on Grade
Grout Base Plates
21.0
EA
57.49
1,060
147
$1,207
15 Mil Vapor Barrier
8,901.2
SF
0.90
4,044
4,006
$8,050
Floor Edge Form 12"
734.0
SF
20.24
13,205
1,652
$14,856
Bulkheads-On Grade (GT 1' Ht)
258.0
SF
25.88
5,968
710
$6,677
Trowel Cement Finish
8,092.0
SF
1.06
8,171
405
$8,575
Pour Slab on Grade with Pump
353.9
CY
43.19
7,147
8,139
$15,286
Page 82 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
5000 PSI Concrete
353.9
CY
188.98
66,878
$66,878
201 - Misc. Site Slabs
Floor Edge Form (LE 1' Ht)
200.0
LF
20.24
3,598
450
$4,048
Trowel Cement Finish
454.0
SF
1.56
688
23
$710
Pour Slab on Grade with Pump
17.7
CY
78.94
988
406
$1,394
5000 PSI Concrete
17.7
CY
188.98
3,337
$3,337
607 - Slab on Metal Deck
4X4-4/4 Mesh Sheets
1,873.0
SF
2.83
2,027
1,873
1,405
$5,305
Trowel Cement Finish
1,561.0
SF
1.06
1,576
78
$1,654
Pour Slab Over Metal Deck with Pump
33.2
CY
45.72
755
765
$1,520
Sleeves - Guardrail/Handrail at Maintenance
4.0
EA
27.05
108
$108
5000 PSI Concrete
33.2
CY
188.98
6,282
$6,282
Slab Edge Form at Metal Deck
210.0
LF
20.24
3,778
473
$4,250
Keyed Construction Joint
40.0
LF
22.06
822
60
$882
871 - Misc. Bollards
Place Concrete Bollard Install at Maintenance
25.0
EA
336.94
5,049
1,625
1,750
$8,424
O - Aeration / Anoxic & MCC Replacement
160,661
76,725
5,866
$243,252
202 - A/B Channel Slab Expansion
Layout Footing
102.0
LF
5.41
552
$552
Grade Beam Edge Form
102.0
SF
20.24
1,835
230
$2,064
Waterstop 6" PVC
63.0
LF
11.49
409
315
$724
Waterstop Hydrophillic
100.0
LF
19.41
541
1,400
$1,941
Waterstop 6" PVC
84.0
LF
11.49
545
420
$965
Waterstop Hydrophillic at Vault SOG
116.0
LF
19.41
628
1,624
$2,252
Floor Edge Form (LE 1' Ht)
155.0
LF
20.24
2,788
349
$3,137
Bulkheads-On Grade (LE 1' Ht)
6.0
LF
25.88
139
17
$155
Drill & Epoxy Dowel (#3,4,5) - Horizontal
100.0
EA
17.03
1,353
350
$1,703
Pour Continuous Footing /Grade Beam with Pump
3.3
CY
60.86
125
76
$201
Drill & Epoxy Dowel (#3,4,5) - Horizontal at Vault SOG
116.0
EA
17.03
1,569
406
$1,975
Trowel Cement Finish
799.0
SF
1.56
1,210
40
$1,250
Pour Slab on Grade with Pump
31.4
CY
60.86
1,191
723
$1,914
Scarify/Rough Bonding Surface
410.0
SF
2.77
1,035
103
$1,137
Form Savers for detail 2/S3.02 - #5
220.0
EA
39.05
5,952
2,640
$8,592
5000 PSI Concrete
34.7
CY
188.98
6,566
$6,566
Keyed Construction Joint
170.0
LF
9.62
1,380
255
$1,635
Inverted Key
272.0
LF
8.22
2,207
27
$2,235
Rebar Rack
136.0
LF
6.92
839
102
$941
210 - Slab on Grade Aeration (Changed Back to SOG from
Deck)
Waterstop 6" PVC
74.0
LF
11.49
480
370
$850
Waterstop Hydrophillic
174.0
LF
19.41
941
2,436
$3,377
Drill & Epoxy Dowel (#3,4,5) - Horizontal
202.0
EA
17.03
2,732
707
$3,439
Trowel Cement Finish
200.0
SF
1.06
202
10
$212
Scarify/Rough Bonding Surface
200.0
SF
2.77
505
50
$555
Sack & Patch Horizontal - H1 - Standard Finish
200.0
SF
1.06
202
10
$212
Pour Slab & Beams with Pump
15.6
CY
40.67
275
358
$633
5000 PSI Concrete
15.6
CY
188.98
2,940
$2,940
Slab Edge Form
202.0
SF
20.24
3,634
455
$4,088
Keyed Construction Joint
74.0
LF
9.62
601
111
$712
Rebar Rack
74.0
LF
6.92
456
56
$512
401 - Channel Walls
Waterstop Hydrophillic
144.0
LF
19.41
779
2,016
$2,795
Waterstop PVC
18.0
LF
11.49
117
90
$207
Waterstop 6" PVC
13.0
LF
11.49
84
65
$149
Waterstop Hydrophillic
28.0
LF
19.41
151
392
$543
Drill & Epoxy Dowel (#3,4,5) - Vertical
30.0
EA
17.03
406
105
$511
Drill & Epoxy Dowel (#3,4,5) - Horizontal
28.0
EA
17.03
379
98
$477
Finish Wall Tops
132.0
LF
2.07
267
7
$273
Sack & Patch Vertical - V2 - Point and Patch
1,619.5
SF
1.82
2,862
81
$2,943
Form Wall On Footing (GT 6') - Hand Set
1,619.5
SF
16.50
20,811
5,911
$26,722
Pour Wall GT 10" THK GT 6' with Pump
31.5
CY
73.49
1,590
724
$2,314
Wall Bulkheads
30.5
SF
25.88
705
84
$789
5000 PSI Concrete
31.5
CY
188.98
5,951
$5,951
402 - Aeration Basin Wall
Waterstop Hydtrophillic
40.0
LF
11.49
260
200
$460
Waterstop 6" PVC
88.0
LF
11.49
571
440
$1,011
Waterstop Retro at Vault Wall
30.0
LF
78.58
1,217
1,140
$2,357
Drill & Epoxy Dowel (#3,4,5) - Vertical at Splitter Walls
38.0
EA
17.03
514
133
$647
Drill & Epoxy Dowel (#3,4,5) - Vertical at Vault Wall
76.0
EA
17.03
1,028
266
$1,294
Finish Wall Tops
91.0
LF
2.07
184
5
$188
Sack & Patch Vertical - V2 - Point and Patch
1,300.0
SF
1.82
2,297
65
$2,362
Form Wall On Footing < 6'
208.0
SF
21.64
3,742
759
$4,501
Form Wall On Footing (GT 6') - Hand Set
1,092.0
SF
16.50
14,032
3,986
$18,018
Pour Wall GT 10" THK GT 6' with Pump
27.6
CY
60.86
1,045
635
$1,679
Wall Bulkheads
14.0
SF
25.88
324
39
$362
Set Anchor Bolts at Aeration Baffle Hood
28.0
EA
182.31
4,545
560
$5,105
5000 PSI Concrete
27.6
CY
188.98
5,214
$5,214
Boxouts at Splitter - 44SF
1.0
EA
551.05
541
10
$551
Page 83 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
500 - Columns
Drill & Epoxy Dowel (#3,4,5) - Vertical for Columns
12.0
EA
17.03
162
42
$204
Drill & Epoxy Dowel (#3,4,5) - Vertical
16.0
EA
17.03
216
56
$272
Sack & Patch Vertical - V2 - Point and Patch
597.9
SF
1.82
1,057
30
$1,086
Pour Columns with Pump
8.7
CY
73.49
440
200
$640
5000 PSI Concrete
8.7
CY
188.98
1,647
$1,647
Column Form LE 8 Ft HT
112.0
SF
13.78
1,151
392
$1,543
Column Form 16-24' HT 16"x16"x18' Tall - 3ea
288.0
SF
13.78
2,961
1,008
$3,969
Column Form 16-24' HT
197.9
SF
13.78
2,035
693
$2,727
601 - Annoxic Basin Splitter Box
Waterstop Hydrophillic
30.0
LF
19.41
162
420
$582
Drill & Epoxy Dowel (#3,4,5) - Horizontal at Slab Tie In
18.0
EA
17.03
243
63
$306
Lower
Drill & Epoxy Dowel (#3,4,5) - Horizontal
30.0
EA
17.03
406
105
$511
Trowel Cement Finish
214.0
SF
1.06
216
11
$227
Sack & Patch Horizontal - H1 - Standard Finish
232.0
SF
1.06
234
12
$246
Pour Slab & Beams with Pump
11.8
CY
73.49
594
271
$865
5000 PSI Concrete
11.8
CY
188.98
2,235
$2,235
Panel Form Flat Slab Soffit LE 12'
-27.0
SF
59.65
-1,461
-150
($1,611)
Panel Form Flat Slab Soffit 18'-24'
82.0
SF
56.95
4,215
455
$4,670
Panel Form Flat Slab Soffit GT 24'
132.0
SF
56.95
6,785
733
$7,517
Flat Slab Reshore 18'-24'
82.0
SF
2.81
222
8
$230
Flat Slab Reshore GT 24'
132.0
SF
2.81
357
13
$370
Flat Slab Ordinary Beam Soffit LE 12' (Single Use)
27.0
SF
53.90
1,388
68
$1,455
Flat Slab Ordinary Beam Sides
18.0
SF
22.06
370
27
$397
Slab Edge Form
107.0
LF
20.24
1,925
241
$2,166
602 - Annoxic Basin Channel Deck
Drill & Epoxy Dowel (#3,4,5) - Horizontal at Vault
120.0
EA
17.03
1,623
420
$2,043
Trowel Cement Finish
596.0
SF
1.06
602
30
$632
Sack & Patch Horizontal - H1 - Standard Finish
596.0
SF
1.06
602
30
$632
Pour Slab & Beams with Pump
23.2
CY
40.67
410
533
$943
Sleeves - Guardrail/Handrail at Aeration/Anoxic
55.0
EA
27.05
1,488
$1,488
Embed Angles at Aeration/Anoxic
186.0
LF
13.78
2,516
47
$2,562
5000 PSI Concrete
23.2
CY
188.98
4,380
$4,380
Panel Form Flat Slab Soffit LE 12'
596.0
SF
20.97
9,190
3,308
$12,498
Flat Slab Reshore LE 12'
596.0
SF
0.32
161
30
$191
Slab Edge Form
78.0
LF
20.24
1,403
176
$1,579
611 - Existing Aeration Basin Replace At Cuts
Drill & Epoxy Dowel (#3,4,5) - Horizontal (at Replacements
96.0
EA
17.03
1,299
336
$1,635
12 ea x 8 Locations)
Trowel Cement Finish
72.0
SF
2.57
182
4
$185
Sack & Patch Horizontal - H1 - Standard Finish
72.0
SF
1.06
73
4
$76
Pour Slab & Beams with Pump
5.9
CY
123.97
592
135
$727
5000 PSI Concrete
5.9
CY
188.98
1,109
$1,109
Stick Form Flat Slab Soffit LE 12' at Replacements
72.0
SF
28.20
1,850
180
$2,030
48.0
LF
20.24
864
108
$972
745 - Equip Pads
Finish Pad/Island
15.0
SF
5.10
76
1
$76
Drill & Epoxy Dowel (#6,7) - Vertical at IMLR Pump Pad
8.0
EA
41.03
108
36
184
$328
Pour Pads with Pump
0.9
CY
174.46
133
20
$153
Form Pad at IMLR Pad Edge Form
20.0
LF
20.24
360
45
$405
5000 PSI Concrete
0.9
CY
188.98
165
$165
750 - Pipe Support Pedestals
Drill & Epoxy Dowel (#3,4,5) - Vertical for Pipe Support
8.0
EA
17.03
108
28
$136
Finish Wall Tops
8.0
LF
2.07
16
0
$17
Sack & Patch Vertical - V2 - Point and Patch
64.0
SF
1.82
113
3
$116
Pour Small Wall LE 6' with Pump
1.2
CY
174.46
188
29
$217
Form Wall On Footing (GT2'-LE 6') - Hand Set
64.0
SF
11.78
658
96
$754
5000 PSI Concrete
1.2
CY
188.98
235
$235
790 - Pipe Encasements
Form Pipe Encasement for 24" Dia Pipe x 40 LF
240.0
SF
19.49
4,318
360
$4,678
Resteel at 24" Dewatering Pipe Encasement (200 lb/cy)
0.9
TN
1,950.00
1,755
$1,755
(Sht M-3.07)
Float Finish
120.0
SF
0.55
61
6
$67
Pour Slab on Grade with Pump
9.7
CY
123.97
979
223
$1,203
5000 PSI Concrete
9.7
CY
188.98
1,833
$1,833
870 - Misc. Grouting
Grout Base Plates For Pipe Supports
78.0
EA
57.49
3,938
546
$4,484
Cutback Rebar and Repair at Demo Areas ( O - Aeration &
1,572.0
EA
10.05
10,297
5,502
$15,799
Anoxic )
O - Chlorine Contact Basin
12,718
3,403
2,249
$18,370
413 - Chlorine Contact Wall
RW-48" DIP Wall Pipe 1'-8" at CCB
1.0
EA
344.63
325
20
$345
612 - Chlorine Contact Beams
Drill & Epoxy Dowel (#3,4,5) - Vertical Into Underside of
104.0
EA
17.03
1,407
364
$1,771
Existing CCB Deck
Page 84 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Core Drilling 6" DIA x 8" Depth
11.0
EA
200.00
2,200
$2,200
Drill & Epoxy Dowel (#8+) - Horizontal
12.0
EA
19.53
162
72
$234
Sack & Patch Horizontal - H1 - Standard Finish
78.0
SF
1.06
79
4
$83
Pour Slab & Beams with Pump
2.1
CY
224.94
428
49
$477
5000 PSI Concrete
2.1
CY
188.98
400
$400
Flat Slab Ordinary Beam Soffit 18'-24' (Single Use)
34.7
SF
81.68
2,138
693
$2,832
Flat Slab Ordinary Beam Sides
78.0
SF
40.56
1,604
1,560
$3,164
Miscellaneous Deck Interior Beam Soffit at CCB Beams
34.7
SF
181.05
6,196
87
$6,282
16" Wide x ?' AFF)
870 - Misc. Grouting
Cutback Rebar and Repair at Demo Areas ( O - CCB )
58.0
EA
10.05
380
203
$583
O - Clarifiers
213,423
106,432
8,939
$328,794
410 - Clarifier Launder Walls
Finish Wall Tops
604.0
LF
2.07
1,220
30
$1,250
Sack & Patch Vertical - V2 - Point and Patch
2,416.0
SF
1.82
4,269
121
$4,390
Buildup/Breakdown Wood Gang Wall Forms
320.0
SF
8.66
2,770
$2,770
Pour Small Wall LE 6' with Pump
39.1
CY
60.86
1,482
900
$2,383
Form Wall Radius (GT2'-LE 6') - Gang Form
2,416.0
SF
18.92
37,255
8,456
$45,711
Wall Bulkheads - Clarifier No.1
32.0
LF
25.88
740
88
$828
Wall Bulkheads - Clarifier No.2
32.0
LF
25.88
740
88
$828
5000 PSI Concrete
39.1
CY
188.98
7,398
$7,398
603 - Clarifier Trough Deck
Waterstop Retro - Clarifier No.1
314.0
LF
78.58
12,742
11,932
$24,674
Waterstop Retro - Clarifier No.2
314.0
LF
78.58
12,742
11,932
$24,674
Drill & Epoxy Dowel (#3,4,5) - Horizontal - Clarifier No.1
942.0
EA
17.03
12,742
3,297
$16,039
Drill & Epoxy Dowel (#3,4,5) - Horizontal - Clarifier No.2
942.0
EA
17.03
12,742
3,297
$16,039
Trowel Cement Finish
1,744.0
SF
1.06
1,761
87
$1,848
Sack & Patch Horizontal - H1 - Standard Finish
1,744.0
SF
1.06
1,761
87
$1,848
Pour Slab & Beams with Pump
84.8
CY
60.86
3,210
1,950
$5,160
5000 PSI Concrete
84.8
CY
188.98
16,021
$16,021
Panel Form Flat Slab Soffit LE 12'
1,744.0
SF
27.88
40,339
8,284
$48,623
Flat Slab Reshore LE 12'
1,744.0
SF
0.32
472
87
$559
Slab Edge Form
598.0
LF
20.24
10,758
1,346
$12,103
Keyed Construction Joint
54.0
LF
22.06
1,110
81
$1,191
831 - Grout Fill - Clarifier Trough
Trowel Finish Grout at Clarifier No.1 Trough
631.0
SF
1.06
637
32
$669
Trowel Finish Grout at Clarifier No.2 Trough
631.0
SF
1.06
637
32
$669
Grout Launder Trough Bottom 4" Thick - Clarifier No.1
7.5
CY
282.37
757
1,173
188
$2,118
Grout Launder Trough Bottom 4" Thick - Clarifier No.2
7.5
CY
282.37
757
1,173
188
$2,118
832 - Grout Fill - Clarifier Basin
Trowel Cement Finish
15,700.0
SF
1.06
15,853
785
$16,638
Bond Agent Between Slabs
15,700.0
SF
0.35
3,171
2,355
$5,526
Scarify/Rough Bonding Surface Clarifier No.1
7,850.0
SF
1.51
9,908
1,963
$11,870
Scarify/Rough Bonding Surface Clarifier No.2
7,850.0
SF
1.51
9,908
1,963
$11,870
Pour Topping Slab with Pump
127.2
CY
45.72
2,890
2,926
$5,815
4000 PSI Grout
127.2
CY
152.84
19,441
$19,441
Grout Clarifier Bottom - Clarifier No.1
53.0
CY
58.32
1,766
1,325
$3,091
Grout Clarifier Bottom - Clarifier No.2
53.0
CY
58.32
1,766
1,325
$3,091
870 - Misc. Grouting
Cutback Rebar and Repair at Demo Areas ( O - Clarifier
240.0
EA
10.05
1,572
840
$2,412
No.1 )
Cutback Rebar and Repair at Demo Areas ( O - Clarifier
240.0
EA
10.05
1,572
840
$2,412
No.2 )
Patch Pipe Penetrations at Core Locations ( 6" Pipe )
2.0
EA
68.92
98
40
$138
Patch Pipe Penetrations at Core Locations ( 30" Pipe )
2.0
EA
197.84
196
200
$396
Patch Pipe Penetrations at Core Locations ( 6" Pipe )
1.0
EA
68.92
49
20
$69
873 - Pipe Plug - Concrete
Waterstop Retro for 30" Pipe Plug Clarifier No.1
20.0
LF
78.58
812
760
$1,572
Waterstop Retro for 30" Pipe Plug Clarifier No.2
20.0
LF
78.58
812
760
$1,572
Drill & Epoxy Dowel (#3,4,5) - Horizontal for 30" Pipe Plug
40.0
EA
17.03
541
140
$681
Clarifier No.1
Drill & Epoxy Dowel (#3,4,5) - Horizontal for 30" Pipe Plug
40.0
EA
17.03
541
140
$681
Clarifier No.2
Scarify/Rough Bonding Surface for 30" Pipe Plug Clarifier
20.0
SF
2.77
50
5
$55
No.2
Scarify/Rough Bonding Surface for 30" Pipe Plug Clarifier
20.0
SF
2.77
50
5
$55
No.1
Pour 30" Pipe Plug with Pump Clarifier No.1
3.0
CY
60.86
114
69
$183
Pour 30" Pipe Plug with Pump Clarifier No.2
3.0
CY
60.86
114
69
$183
5000 PSI Concrete
6.0
CY
188.98
1,134
$1,134
O - Filters
211,510
18
124,330
20,478
$356,335
200 - Slab on Grade
Waterstop 6" PVC
343.0
LF
11.49
2,227
1,715
$3,942
Floor Edge Form (GT 1' Ht)
401.8
SF
20.24
7,227
904
$8,131
Trowel Cement Finish
1,783.0
SF
1.56
2,701
89
$2,790
Pour Slab on Grade with Pump
87.5
CY
78.72
4,877
2,013
$6,890
5000 PSI Concrete
87.5
CY
188.98
16,539
$16,539
Inverted Key Form
343.0
LF
6.91
1,856
515
$2,370
Page 85 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Keyed Construction Joint at Filter SOG
390.0
LF
22.06
8,018
585
$8,603
Rebar Rack
343.0
LF
6.92
2,116
257
$2,373
203 - Filter Slab (Base Area)
Waterstop 6" PVC
103.0
LF
11.49
669
515
$1,184
Waterstop Retro
161.0
LF
78.58
6,533
6,118
$12,651
Floor Edge Form (GT 1' Ht)
378.8
SF
20.24
6,814
852
$7,666
Drill & Epoxy Dowel (#6,7) - Vertical
220.0
EA
18.03
2,976
990
$3,966
Trowel Cement Finish
955.0
SF
1.06
964
48
$1,012
Pour Slab on Grade with Pump
46.4
CY
123.97
4,687
1,068
$5,755
5000 PSI Concrete
46.4
CY
188.98
8,773
$8,773
Grout Fillet in Filter Corner 1ea - Sheet S-3.2
5.0
CY
225.97
505
500
125
$1,130
Keyed Construction Joint
206.0
LF
15.84
2,954
309
$3,263
Rebar Rack
303.0
LF
6.92
1,869
227
$2,096
204 - Filter Slab (At Grade Area)
Floor Edge Form (GT 1' Ht)
238.0
SF
20.24
4,282
536
$4,817
Expansion/Isolation Joint
72.0
LF
11.82
779
72
$851
Trowel Cement Finish
383.0
SF
1.06
387
19
$406
Pour Slab on Grade with Pump
29.8
CY
45.72
677
685
$1,362
5000 PSI Concrete
1.4
CY
188.98
268
$268
404 - Filter Walls (Tertiary)
Waterstop PVC 6"
769.0
LF
11.49
4,993
3,845
$8,838
Waterstop Retro
70.0
LF
78.58
2,841
2,660
$5,501
Waterstop Hydrophillic
20.0
LF
19.41
108
280
$388
Drill & Epoxy Dowel (#3,4,5) - Vertical
160.0
EA
17.03
2,164
560
$2,724
Finish Wall Tops
397.0
LF
2.07
802
20
$822
Set Embed Plate at OWRF Filter Grating Beams
8.0
EA
168.21
866
480
$1,346
Sandblast at Construction Joint
134.8
LF
4.42
544
18
34
$595
Sack & Patch Vertical - V2 - Point and Patch
8,908.9
SF
1.82
15,742
445
$16,188
Form Buildup
1,000.0
SF
6.17
6,168
$6,168
Form Wall On Footing (GT 6') - Hand Set
8,908.9
SF
14.19
88,523
37,863
$126,386
Pour Wall GT 10" THK GT 6' with Pump
179.9
CY
60.86
6,812
4,138
$10,949
Wall Bulkheads
200.1
SF
25.88
4,627
550
$5,178
Sleeves - Guardrail/Handrail at OWRF Filters
73.0
EA
27.05
1,975
$1,975
Embed Angles at OWRF Filters
240.0
LF
Coil Loops/Form Savers
444.0
EA
5000 PSI Concrete
179.9
CY
188.98
33,997
$33,997
Boxouts 10sf/ea
7.0
EA
118.21
757
70
$827
745 - Equip Pads
Finish Pad/Island
27.0
SF
4.09
109
1
$110
Drill & Epoxy Dowel at Filter Equip Pads
80.0
EA
17.03
1,082
280
$1,362
Pour Pads with Pump
1.1
CY
174.46
159
24
$183
Form Equip Pads 12"
63.0
LF
19.24
1,133
79
$1,212
5000 PSI Concrete
1.1
CY
188.98
198
$198
833 - Grout Fill - Filter Basin
Grout Fill at Filter Bottoms 12" x 446 sf
17.0
CY
200.73
1,287
1,700
425
$3,412
870 - Misc. Grouting
Grout Base Plates for OWRF Filter Canopy
12.0
EA
57.49
606
84
$690
Grout Base Plates For Pipe Supports
76.0
EA
57.49
3,837
532
$4,369
Cutback Rebar and Repair at Demo Areas ( O - Traveling
200.0
EA
10.05
1,310
700
$2,010
Bridge Filter )
Set Anchor Bolt Set for OWRF Filter Canopy
12.0
EA
172.31
1,948
120
$2,068
880 - Leak Testing
Leak Testing
1.0
LS
12,000.00
12,000
$12,000
O - General (Temp Power, Potholing, Silo Gate)
20,891
25,231
32,519
$78,641
211 - Slab for 42" Headwall
Floor Edge Form (LE 1' Ht)
48.0
LF
19.24
864
60
$924
Trowel Cement Finish
140.0
SF
1.06
141
7
$148
Pour Slab on Grade with Pump
5.4
CY
45.72
124
125
$249
5000 PSI Concrete
5.4
CY
188.98
1,029
$1,029
Keyed Construction Joint
38.0
LF
9.07
288
57
$345
Rebar Rack
38.0
LF
6.67
234
19
$253
417 - 42" Outlet Headwall
42" Headwall Reinforcing including SOG (200 lb/cy)
1.2
TN
1,500.00
1,770
$1,770
Finish Wall Tops
38.0
LF
2.07
77
2
$79
Sack & Patch Vertical - V2 - Point and Patch
494.0
SF
1.82
873
25
$898
Form Wall On Footing (GT 6') - Hand Set
494.0
SF
10.75
4,570
741
$5,311
Pour Wall LE 10" THK GT 6' with Pump
6.4
CY
60.86
242
147
$390
5000 PSI Concrete
6.4
CY
188.98
1,210
$1,210
870 - Misc. Grouting
Grout Base Plates For Elec Supports
50.0
EA
57.49
2,524
350
$2,874
872 - Pipe Encasements
Misc Edge Forms at Encasement (FA - 36" FRP)
1.0
LS
970.02
770
200
$970
Misc Edge Forms at Encasement (FBD - 3")
1.0
LS
270.01
220
50
$270
Misc Edge Forms at Encasement (Overflow - 42")
1.0
LS
970.02
770
200
$970
Misc Edge Forms at Encasement (BD - 4")
1.0
LS
250.01
220
30
$250
Misc Edge Forms at Encasement (Dewatering - 18")
1.0
LS
400.01
330
70
$400
Misc Edge Forms at Encasement (NPW - 6")
1.0
LS
250.01
220
30
$250
Page 86 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Misc Edge Forms at Encasement (PW - 6")
2.0
LS
250.01
440
60
$500
Misc Edge Forms at Encasement (Drain - 4") at New Filters
1.0
LS
250.01
220
30
$250
Pour Encasement for FA - 36" FRP with Pump
56.0
CY
229.18
3,110
8,436
1,288
$12,834
Pour Encasement for FBD - 3" with Pump
9.6
CY
229.18
533
1,446
221
$2,200
Pour Encasement for Overflow - 42" with Pump
38.2
CY
229.18
2,121
5,755
879
$8,755
Pour Encasement for BD - 4" with Pump
4.6
CY
229.18
255
693
106
$1,054
Pour Encasement for Dewatering - 18" with Pump
10.0
CY
229.18
555
1,507
230
$2,292
Pour Encasement for NPW - 6" with Pump
3.4
CY
229.18
189
512
78
$779
Pour Encasement for Under Structure PW - 6" with Pump
1.8
CY
229.18
100
271
41
$413
Pour Encasement for PW - 6" with Pump
2.5
CY
229.18
139
377
58
$573
Resteel at 36" FA Pipe Encasement (200 lb/cy)
5.6
TN
1,950.00
10,920
$10,920
Resteel at 3" FBD Pipe Encasement (200 lb/cy)
1.0
TN
1,950.00
1,872
$1,872
Resteel at 42" Overflow Pipe Encasement (200 lb/cy)
3.8
TN
1,950.00
7,449
$7,449
Resteel at 4" BD Pipe Encasement (200 lb/cy)
0.5
TN
1,950.00
897
$897
Resteel at 18" Dewatering Pipe Encasement (200 lb/cy)
1.0
TN
1,950.00
1,950
$1,950
Resteel at 6" NPW Pipe Encasement (200 lb/cy)
0.3
TN
1,950.00
663
$663
Resteel at 6" PW Pipe Encasement (200 lb/cy)
0.4
TN
1,950.00
839
$839
Pour Encasement for Drain - 4" with Pump at New Filters
13.7
CY
229.18
761
2,064
315
$3,140
Resteel at 4" Drain Pipe Encasement (200 lb/cy) at New
1.4
TN
1,950.00
2,672
$2,672
Filters
O - RAS/WAS Pump Station
6,540
2,563
169
$9,272
201 - Misc. Site Slabs
Hatches 6'x6' at RAS/WAS
1.0
EA
432.84
433
$433
Form New Hatch Replacement
100.0
SF
16.53
1,353
300
$1,653
Pour New Hatch with Pump
2.0
CY
275.43
505
46
$551
5000 PSI Concrete
2.0
CY
188.98
378
$378
745 - Equip Pads
Finish Pad/Island
69.0
SF
2.07
139
3
$143
Drill & Epoxy Dowel (#6,7) - Vertical
40.0
EA
18.03
541
180
$721
Pour Pads with Pump
5.4
CY
174.46
813
123
$936
Form Pads at RAS/WAS Pump Station - 5ea
74.0
LF
20.24
1,331
167
$1,498
5000 PSI Concrete
5.4
CY
188.98
1,014
$1,014
870 - Misc. Grouting
Grout Base Plates For Pipe Supports
13.0
EA
57.49
656
91
$747
Cutback Rebar and Repair at Demo Areas ( O - RAS/WAS
80.0
EA
10.05
524
280
$804
)
Patch Pipe Penetrations at Core Locations ( 6" & 12" Pipe
5.0
EA
78.92
245
150
$395
)
O - Reservoir
853,353
810,188
80,680
$1,744,221
207 - Slab on Grade (Sludge Holding/Reservoir)
Waterstop 6" PVC
1,964.0
LF
11.49
12,751
9,820
$22,571
Waterstop Retro at N. End Tie In
116.0
LF
78.58
4,707
4,408
$9,115
Waterstop 6" PVC (Reservoir at Wall Base Inverted Key)
706.0
LF
11.49
4,584
3,530
$8,114
Floor Edge Form (GT 1' Ht)
967.5
SF
20.24
17,405
2,177
$19,582
Bulkheads-On Grade (GT 1' Ht)
1,964.0
SF
25.88
45,427
5,401
$50,828
Drill & Epoxy Dowel (#6,7) - Horizontal at N. End Tie In
85.0
EA
18.03
1,150
383
$1,532
Trowel Cement Finish
20,027.0
SF
0.55
10,111
1,001
$11,112
Float Finish
57.0
SF
0.55
29
3
$32
Pour Slab on Grade with Pump
1,086.6
CY
45.72
24,687
24,993
$49,680
Place Concrete Fillets at Reservoir Corners 4 ea at
44.0
CY
22.72
1,000
$1,000
11cy/ea
Sandblast Concrete at N. Tie In 3' Tall
249.0
SF
1.76
377
62
$439
6000 PSI Concrete
1,130.6
CY
196.98
222,712
$222,712
Keyed Construction Joint
706.0
LF
9.62
5,730
1,059
$6,789
Keyed Construction Joint (Reservoir Wall Base Inverted
706.0
LF
9.62
5,730
1,059
$6,789
Key )
Rebar Rack
706.0
LF
6.92
4,355
530
$4,884
405 - Walls (Reservoir)
Waterstop 6" PVC
243.0
LF
11.49
1,578
1,215
$2,793
Waterstop 6" PVC at Wall Top & Upper Bottom
541.0
LF
11.49
3,512
2,705
$6,217
Waterstop Retro in Wall Tie in
42.0
LF
78.58
1,704
1,596
$3,300
Waterstop 6" PVC
402.0
LF
11.49
2,610
2,010
$4,620
Waterstop Retro
56.0
LF
78.58
2,272
2,128
$4,400
Blockouts GT 2' Medium
48.0
LF
16.03
649
120
$769
Drill & Epoxy Dowel (#6,7) - Vertical
120.0
EA
18.03
1,623
540
$2,163
Finish Wall Tops
696.0
LF
2.07
1,406
35
$1,440
Drill & Epoxy Dowel (#6,7) - Horizontal in Reservoir Tie in
112.0
EA
18.03
1,515
504
$2,019
Walls
Finish Wall Tops
282.0
LF
2.07
569
14
$584
Sack & Patch Vertical - V2 - Point and Patch
23,281.0
SF
1.82
41,138
1,164
$42,302
Buildup/Breakdown Wood Gang Wall Forms
2,160.0
SF
6.17
13,323
$13,323
Form Walls (<6' Handset)
4,489.0
SF
19.75
73,835
14,814
$88,648
Form Walls >6' Gang Form
18,792.0
SF
9.47
115,908
62,014
$177,922
Pour Walls >6'
365.4
CY
60.86
13,836
8,404
$22,240
Pour Walls <6'
87.3
CY
60.86
3,305
2,008
$5,313
Wall Key Forms - Horizontal at Wall Top (Underpin at
541.0
LF
5.91
2,927
271
$3,198
Exterior Wall)
Wall Key Forms - Horizontal
376.0
LF
5.91
2,034
188
$2,222
Page 87 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Wall Bulkheads
324.0
SF
25.88
7,494
891
$8,385
Overfloew-42" DIP Wall Pipe 1'-8" at Reservoir
1.0
EA
344.63
325
20
$345
RW-48" DIP Wall Pipe 1'-8" at Reservoir
1.0
EA
344.63
325
20
$345
6000 PSI Concrete
452.7
CY
196.98
89,170
$89,170
Boxouts 24sf/ea
2.0
EA
172.31
325
20
$345
Rebar Rack Misc Walls
688.0
LF
6.92
4,244
516
$4,760
500 - Columns
Sack & Patch Vertical - V2 - Point and Patch
1,713.8
SF
1.82
3,028
86
$3,114
Pour Columns with Pump
33.0
CY
60.86
1,249
759
$2,008
6000 PSI Concrete
33.0
CY
196.98
6,499
$6,499
Column Form 8-16' HT
1,713.5
SF
11.78
17,615
2,570
$20,185
605 - Deck (Reservoir)
Hatches 5'x5' at Reservoir
2.0
EA
432.84
866
$866
Hatches 7'x5' at Reservoir
3.0
EA
432.84
1,299
$1,299
Waterstop 6" PVC
798.0
LF
11.49
5,181
3,990
$9,171
Waterstop Retro
67.0
LF
78.58
2,719
2,546
$5,265
Waterstop Hydrophillic
123.0
LF
19.41
665
1,722
$2,387
Drill & Epoxy Dowel (#6,7) - Horizontal
240.0
EA
18.03
3,246
1,080
$4,326
Trowel Cement Finish
19,871.0
SF
0.58
10,609
994
$11,602
Sack & Patch Vertical - V2 - Point and Patch
574.6
SF
1.82
1,015
29
$1,044
Sack & Patch Horizontal - H1 - Standard Finish
19,967.0
SF
0.25
4,032
998
$5,031
Pour Structural Slab & Beam with Pump
50.3
CY
40.67
888
1,156
$2,045
Pour Slab & Beams with Pump
1,142.8
CY
40.68
20,203
26,285
$46,489
Form Savers #6
44.0
EA
39.05
1,190
528
$1,718
Embed Angles at Reservoir
37.0
LF
13.53
500
$500
6000 PSI Concrete
1,193.1
CY
196.98
235,018
$235,018
Grout Outlet Box Bottom in Reservoir Box Sht S-3.66
3.0
CY
259.63
404
300
75
$779
Panel Form Flat Slab Soffit 12'-18' (Main Deck)
-72.0
SF
18.60
-925
-414
($1,339)
Panel Form Flat Slab Soffit 12'-18' (Main Deck)
18,729.0
SF
19.65
260,426
107,692
$368,118
Panel Form Flat Slab Soffit 12'-18' (Boxes)
219.0
SF
31.45
5,628
1,259
$6,888
Panel Form Flat Slab Soffit 12'-18' (Boxes)
923.0
SF
31.45
23,721
5,307
$29,028
Flat Slab Reshore 12'-18'
18,948.0
SF
0.37
5,126
1,895
$7,021
Flat Slab Reshore 18'-24'
923.0
SF
0.48
350
92
$442
Drop Panel Edge Forms (Reservior 9'x9'x16" - 12ea)
574.6
SF
17.67
8,860
1,293
$10,153
Flat Slab Ordinary Beam Soffit LE 12' (Single Use)
72.0
SF
25.76
1,480
374
$1,855
Flat Slab Ordinary Beam Sides
96.0
SF
24.31
1,974
360
$2,334
Slab Edge Form
1,158.0
LF
20.24
20,832
2,606
$23,438
Keyed Construction Joint
774.0
LF
22.06
15,913
1,161
$17,074
870 - Misc. Grouting
Grout Base Plates For Pipe Supports
15.0
EA
57.49
757
105
$862
880 - Leak Testing
Leak Testing
1.0
LS
17,000.00
17,000
$17,000
O - Roads / Sitework
541
678
$1,219
900 - Concrete Repair Allowances
5000 PSI Concrete
2.0
CY
188.98
378
$378
Form & Place Concrete Light Pole Base (Sheet D-3.01)
1.0
EA
841.05
541
300
$841
O - Splitter Box Mods
909
1,134
138
$2,181
873 - Pipe Plug - Concrete
Pour Conc Fill in 24" at West Res Inlet/Out Chamber Pipe
6.0
CY
174.46
909
138
$1,047
with Pump (Sht D-3.30) - 2 ea
5000 PSI Concrete
6.0
CY
188.98
1,134
$1,134
Z - General Requirements (both plants)
517,394
273,146
286,427
$1,499,483
Project/Field Supervision
Assistant Project Manager (Kim Young)
42.0 WK
4,354.78
182,901
$182,901
Concrete Superintendent (Jose Vega)
41.6 WK
4,995.16
207,799
$207,799
General Carpentry
Building Layout (Crew)
25.6
HR
63.64
1,629
$1,629
BIM / VDC Services
704.0
HR
90.00
63,360
$63,360
Concrete Washout
4,440.0
CY
3.00
13,320
$13,320
Concrete Washout Labor
4,440.0
CY
2.28
10,131
$10,131
Job Support Items
Double Wide Trailers (Airport)
3.0
MO
1,441.00
4,323
$4,323
Tool Trailer
14.4
MO
151.78
2,186
$2,186
Storage Trailer
14.4
MO
151.78
2,186
$2,186
Motorola Radios
98.0
MO
75.00
7,350
$7,350
Water Distribution
36,816.6
MH
0.31
11,533
$11,533
Drinking Water/Cups
36,816.6
MH
0.18
6,627
$6,627
First Aid
8.0
MO
175.00
1,400
$1,400
Personal Protective Gear
36,816.6
MH
1.25
46,021
$46,021
Temp. Site Barricades-Wood Rail
1,500.0
LF
7.98
4,464
7,500
$11,964
Temp Ladders/Stairs
9.0
EA
516.51
1,049
3,600
$4,649
Fire Extinguishers
9.0
EA
150.00
1,350
$1,350
Control Logistics
Yard Charges/Services
6.4
MO
500.00
3,200
$3,200
Rebar Protection
1.0
LS
2,800.00
2,800
$2,800
Safety Programs
36,816.6
MH
0.29
10,677
$10,677
Drug Testing
36,816.6
MH
0.12
4,418
$4,418
Page 88 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Structural Consultant
1.0
LS
3,000.00
3,000
$3,000
Equipment Cost
Rough Terrain Crane-65 Ton
9.0
MO
27,022.40
97,889
145,313
$243,202
Crane - Move In/Out - RT
6.0
EA
2,250.00
13,500
$13,500
Small Tools
36,816.6
MH
1.50
55,225
$55,225
Concrete Equipment- Finishers
4,440.0
CY
6.00
26,640
$26,640
Forklift - Petibone 8000
11.0
MO
3,244.74
35,692
$35,692
Boom Lift
2.0
MO
3,931.16
7,862
$7,862
Scissor Lift
32.0
MO
822.10
26,307
$26,307
Compressor 175 CFM
8.0
MO
944.77
7,558
$7,558
Generator 25KW
2.0
EA
2,776.22
5,552
$5,552
Light Plants
25.6
MO
824.74
21,113
$21,113
Fuel, Oil & Parts-Equip
104,085.3
%
0.20
20,817
$20,817
Pickup Trucks Jobsite
9.6
MO
612.19
5,877
$5,877
Fuel, Oil & Parts-PU/Van/Gator
9.6
MO
500.00
4,800
$4,800
Contractor Fee @ 9%
4,694,605.3
%
0.09
$422,514
03A – Concrete & Reinforcing Total
2,480,544
273,279
1,754,571
186,211
$5,117,120
Page 89 of 501
SALES TAX TO BE APPLIED TO PRICING:
Mix
AZ Materials
Hanson
Cemex
Average
Estimate
3,000 PSI - Sidewalks, Curbs, Gutters, Fill, Encasements
147.08
$
155.46
$
141.53
$
113.85
$
5,000 PSI - All Concrete UNO
188.98
$
195.88
$
187.83
$
146.35
$
192.55
$
6,000 PSI - Ocotillo Reservoir
196.98
$
206.88
$
193.83
$
152.60
$
200.55
$
Grout
152.84
$
155.53
$
155.18
$
118.29
$
156.40
$
LSUM TOTAL:
1,132,143
$
1,180,670
$
1,120,141
$
876,884
$
1,153,168
$
Chandler WRF
GMP 2
Self-Perform Concrete Ready-mix Analysis
Sunday, July 19, 2020
MODIFY SALMON COLOR INPUT CELLS ONLY
Page 90 of 501
PROJECT QUOTATION
Customer Service: 602-278-7777
Fax: 602-278-3077
3636 S 43rd Ave
Phoenix, AZ 85009
CUSTOMER:
McCarthy Building Companies, Inc.
PROJECT:
Chandler WRF Improvements
Contact:
Zack McDonald
Address:
Airport & Water Compass Locations
Phone:
480-262-7261
City,State,Zip:
CHANDLER, AZ, 8500
Fax:
Quote ID:
1602 (10)
Email:
zmcdonald@mccarthy.com
Total Qty:
5,900 CYD (Estimated)
Concrete Products
Qty
Description
Mix Id
Price
Comments
2900
6000 PSI W/Ash
16000
$135.50
6000 PSI .40 W/C
8
6000 PSI Flowable
16050
$138.50
6000 PSI FLOW .40 W/C
2800
MAG AAA, 5000 PSI
15004
$135.50
5000 PSI .40 W/C
8
5000 PSI, MAG AAA Flowable
15054
$138.50
5000 PSI FLOW .40 W/C
8
5000 PSI 1" Rock W/Ash
15000
$127.50
CLASS A 5000 .45 W/C
8
5000 PSI Flowable
15050
$130.50
CLASS A 5000 .45 W/C FLOW
144
MAG-A 3000 PSI
13004
$117.50
CLASS B 3000 .55 W/C
8
3000 PSI MAG A Flowable
13054
$120.50
CLASS B 3000 .55 W/C FLOW
8
2000 PSI MAG C
12004
$115.50
8
2000 PSI, MAG C Flowable
12054
$118.50
UTILITY RED IN 13004 & 13054, ADDS $22.00 YD
QUOTED AS 90 DEGREE MAX TEMP. IF AIR ENTRAINMENT IS REQUIRED ADD $12.00 YD
ALL CONCRETE IS QUOTED AS NON AIR ENTRAINED. ALL QUALIFYING TESTS REQUIRED OF THE CONCRETE WILL BE AT THE
CONTRACTORS EXPENCE.
Add-On Products
Chilled Water : $0.00/Per Yard
Hot Water : $1.00/Per Yard
Nitro : $9.50/Per Yard
Price Increase and Quote Expiration
Concrete pricing subject to change in the event of cement / fly ash
allocations and / or unanticipated cement / fly ash price increases.
Price Increase #1 : Add $8.00/CYD on 04/01/2022
All prices expire on quoted expiration date. 12/31/2022
Charges and Fees
Environmental : $/Each
Fuel Surcharges : $/Each
SHORTLOAD CHARGES : $200.00/Each
Arizona Materials accepts no responsiblity for any damage to curb and beyond curb line. It will be Buyers reponsibility to contact Arizona
Materials Quality Control Department with any concrete issue/concerns within 48 hours after placement. Buyer is responsible to provide safe
access to point of delivery. All materials are produced in conformance with ACI / ASTM standards. Mixes quoted below, unless otherwise stated,
conform to no specific water cement ratio, minimum sack content, shrinkage, temperature requirement, or the plans and specifications of this
project.
All colored concrete loads have a 3 yard minimum.
Arizona Materials cannot guarantee compressive strengths of 5000 PSI or below for loads less than 3 yards.
5000 PSI or above must be 5 yards or more to quarantee compressive strength.
Payment is due and payable on or before the 15th day of the month following to receive 2% discount. Account must be current in full to be
eligible to apply discount. A service charge not to exceed the maximum allowed by law applies on unpaid invoice amounts beginning the 1st day
of the month following due date and daily thereafter until paid in full. Should litigation be commenced to enforce payment, the prevailing party is
entitled to reimbursement of reasonable attorney fees and court costs.
Buyer has 30 days to validate quote with P.O. , signing issued quote, or written verification.
Prepared and Submitted By:
Acceptance (void if not accepted before 05/07/2021)
Name:
Frank Campbell
Date:
04/07/2021
Phone:
6027217259
Fax:
Email:
fcampbell@azmatl.com
Signature
Date
Print Name
Title
Company
Page 91 of 501
Corporate Offices:
3636 S. 43rd Avenue
Phoenix, AZ 85009
Phone: 602-278-7777
Fax: 602-442-6905
Terms and Conditions of Sale
Additives
Hot / Chilled Water - $1.00 per cubic yard
Nitrogen Cooling - $9.50 per cubic yard
Non-Chloride Accelerator - $1.50 per unit
Recover - $2.00 per 1/2 Hour
Fiber
Micro Fiber - $6.00 per yard
Macro Fiber (Structural) - Priced as Quoted
Color
Standard Liquid Color - See mix detail for per yard pricing
Color Washout - $25.00 per load
Delivery
Fuel Surcharge - $15.00 per load
Wash Out System Buckets - $25.00 per load (requested at time of order)
Standby Charges - $1.50 per minute beyond 6 minutes per cubic yard
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
All order backs/split loads under 11 yds on one order are subject to Short Load Charges.
Weekend Delivery - $50.00 per load
Plant Opening Charge - $500.00/hr, 4 hour minimum
Sunday / Holiday Opening - $750.00/hr, 4 hour minimum
Concrete Pricing subject to change in the event of cement / fly ash allocations and/or
unanticipated cement / fly ash price increases.
All materials are produced in conformance with ACI / ASTM Standards.
Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
www.arizonamaterials.net
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any
Page 1 of 1
Page 92 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
(602) 352-8055
$145.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$120.00
N/A
$2.50
N/A
$40. Per Hr after 8 Hrs
Concrete Pump and Laser Screed
Hourly
$20.00
$130.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
$20.00
$20.00
N/A
$2.50
$2.50
$2.50
N/A
$115.00
N/A
Hourly
N/A
N/A
Hourly
43'-55'
87'-93'
105'
N/A
Hourly
TBD
Arizona Ave. & Queen Creek Rd
905 E Queen Creek Rd.
38Z/39 Meter
108'-115'
17/20 Meter
31Z/32 Meter
36Z Meter
bwhitlock@mccarthy.com
Ben Whitlock
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85286
TBD
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
AWRF
Customer Information
Job Information
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 93 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
(602) 352-8055
$220.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$180.00
N/A
$3.50
N/A
$40. Per Hr after 8 Hrs
Concrete Pump and Laser Screed
Hourly
$20.00
$195.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
$20.00
$20.00
N/A
$2.50
$2.75
$3.00
N/A
$155.00
N/A
Hourly
N/A
N/A
Hourly
120'-125'
135'-141'
152'
N/A
Hourly
TBD
Arizona Ave. & Queen Creek Rd
905 E Queen Creek Rd.
56Z Meter
163'
41/42 Meter
45/47 Meter
52 Meter
bwhitlock@mccarthy.com
Ben Whitlock
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85286
TBD
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
AWRF
Customer Information
Job Information
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 94 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
(602) 352-8055
$295.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$250.00
N/A
$4.25
N/A
$40. Per Hr after 8 Hrs
Concrete Pump and Laser Screed
Hourly
$20.00
$265.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
N/A
$20.00
N/A
$2.75
$3.75
$4.25
N/A
$195.00
N/A
Hourly
N/A
N/A
Hourly
110'
184'
191'
N/A
Hourly
TBD
Arizona Ave. & Queen Creek Rd
905 E Queen Creek Rd.
65 Meter
197'
Telebelt
61 Meter
63 Meter
bwhitlock@mccarthy.com
Ben Whitlock
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85286
TBD
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
AWRF
Customer Information
Job Information
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 95 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
OWRF
Customer Information
Job Information
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85248
TBD
TBD
Queen Creek & Old Price Rd.
3333 S Old Price Rd.
38Z/39 Meter
108'-115'
17/20 Meter
31Z/32 Meter
36Z Meter
bwhitlock@mccarthy.com
Ben Whitlock
N/A
Hourly
N/A
N/A
Hourly
43'-55'
87'-93'
105'
N/A
Hourly
N/A
$2.50
$2.50
$2.50
N/A
$115.00
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
$20.00
$20.00
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Concrete Pump and Laser Screed
Hourly
$20.00
$130.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$120.00
N/A
$2.50
N/A
$40. Per Hr after 8 Hrs
(602) 352-8055
$145.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 96 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
OWRF
Customer Information
Job Information
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85248
TBD
TBD
Queen Creek & Old Price Rd.
3333 S Old Price Rd.
56Z Meter
163'
41/42 Meter
45/47 Meter
52 Meter
bwhitlock@mccarthy.com
Ben Whitlock
N/A
Hourly
N/A
N/A
Hourly
120'-125'
135'-141'
152'
N/A
Hourly
N/A
$2.50
$2.75
$3.00
N/A
$155.00
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
$20.00
$20.00
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Concrete Pump and Laser Screed
Hourly
$20.00
$195.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$180.00
N/A
$3.50
N/A
$40. Per Hr after 8 Hrs
(602) 352-8055
$220.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 97 of 501
221 S. 35th Avenue
Date:
3/19/2021
Phoenix, AZ 85009
Expires:
4/18/2021
Customer Name:
Job Name:
Contact:
Location:
Address:
Address:
City/St/Zip:
City/St/Zip:
Business Phone:
Start Date:
Business Fax:
Job Time:
Mobile:
Duration:
PO #:
TBD
E-mail:
Work:
Equipment Size:
Boom Length:
Minimum Rental:
Move In:
Setup:
PERMIT:
Operate:
Pump Yardage:
Screed Square Footage:
Tear Down:
Move Out:
Overtime:
Subsistence:
Please call with any questions. Thank you for the opportunity to quote this job.
Sale Rep.
Mobile:
Business:
E-Mail:
Business Fax:
Sales ID:
(602) 352-8055
$295.00
4142 E. Tennessee
Tucson, AZ 85714
520-748-8636
Special Terms:
2703 E. Industrial Dr.
Flagstaff, AZ 86004
928-526-4966
221 S. 35th Avenue
Phoenix AZ, 85009
602-272-2671
Notes:
PMcCAIN@MardianConcretePumping.com
$40. Per Hr after 8 Hrs
$250.00
N/A
$4.25
N/A
$40. Per Hr after 8 Hrs
Concrete Pump and Laser Screed
Hourly
$20.00
$265.00
$20.00
N/A
N/A
N/A
$40. Per Hr after 8 Hrs $40. Per Hr after 8 Hrs
Hourly
N/A
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
Hourly
378
602-980-8526
PHIL McCAIN
N/A
$20.00
N/A
$2.75
$3.75
$4.25
N/A
$195.00
N/A
Hourly
N/A
N/A
Hourly
110'
184'
191'
N/A
Hourly
TBD
Queen Creek & Old Price Rd.
3333 S Old Price Rd.
65 Meter
197'
Telebelt
61 Meter
63 Meter
bwhitlock@mccarthy.com
Ben Whitlock
Directions:
480-449-4747
602-320-7837
Phoenix,AZ 85016
480-449-4700
TBD
General Pumping
Chandler AZ 85248
TBD
6225 N. 24th Street # 200
Operated & Maintained Quotation
McCarthy Building Co
OWRF
Customer Information
Job Information
8% FUEL / INSURANCE SURCHARGE APPLIES TO ALL INVOICES
THE FOLLOWING TERMS AND CONDITIONS APPLY:
(1) Straight time hours are Monday-Friday before 4:00 p.m. and not exceeding 8 hours, excluding holidays. Any work performed outside of these hours will be at the customer's
request and billed at the appropriate premium rate. Crews working with a double time craft shall receive double time pay. (2) Curfew travel restrictions are from 7:00 a.m. to
9:00 a.m. and from 4:00 p.m. to 6:00 p.m.. During these times, labor only will be charged to the customer at the Stand By rate plus overtime if applicable. (3) Customer agrees
that all work and contractual rights shall be pursuant to the terms and conditions of the Mardian Concrete Pumping Co. ("Mardian") Short Term Lease Agreement, whether
provided upon delivery or as requested by customer. (4) Customer agrees that it is responsible for a clear, level, and compacted surface, and for clearance of any overhead
obstructions. Restricted jobsites, and site changes are all subject to additional charges. Mardian is not responsible for damage to existing street, curb, driveway, landscaping,
or sidewalk due to ingress, egress, or stabilization of Mardian's equipment. (5) Customer agrees that it is responsible for all street closures, traffic management, barricading,
and any applicable expenses and taxes. If customer requires Owner Controlled Insurance coverage or certified payroll notice must be provided to Mardian 72 hours prior to job
start. (6) Equipment is subject to availability. (7) Customer agrees that this offer is accepted upon ordering the equipment and is not the entire agreement. (8) Where Mardian
will be pumping in a remote area, Mardian will assume no responsibility, nor allow any back charge for lost time and/or materials in the event of equipment failure. (9)
Customer agrees to have a person authorized to sign Short Term Lease Agreement on behalf of Customer be present at start of job to sign Short Term Lease Agreement. (10)
Certified payroll required will be charged a one time fee of $150.00.
Page 98 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 03A Concrete and Reinforcing
Subcontractor/Supplier Name
Status
Tyler Reinforcing
Recommended
Harris Rebar
Proposed
CMC Rebar
Proposed
Sun Coast
Proposed
Paradise Rebar
Declined
Border Construction Specialties
Declined
Endo Steel
Declined
Page 99 of 501
Recommended
Tyler Reinforcing
Harris Rebar
CMC Rebar
Sun Coast
Paradise Rebar Inc.
Joel Byko
Chad Jones
Phillippe Marcus
John Walsh
Phil Boone
(520) 403-9383
(480) 431-7278
602-577-2495
(480) 404-2625
602-447-0839
joel@tylerreinforcin
g.com
chjones@harrisrebar
.com
philippe.marcus@cm
c.com
jwalsh@suncoast-
pt.com
philb@paradisereab
ar.com
TOTAL WORK CATEGORY PACKAGE VALUE
$879,869
$883,429
$1,337,000
$1,010,158
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Pending
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Pending
Pending
Pending
Pending
5
Surety Company
Merchants National
Federal Insurance
Liberty Mutual
Zurich/Fidelity
6
Surety AM Best Rating (Must be A- or Better)
A
A++
A
A+
7
AM Best Financial Size X($500M to $750M) or higher
VIII
XV
XV
XV
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
Yes
9
Bond/CDI Cost
1.295%
1.295%
1.295%
1.295%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
Yes
11
GL Insurance Company Name
Transportation
Insurance
Zurich American
Zurich American
XL Insurance
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A+
A+
A+
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
N/A
15
Tier 1 Approved
Approved
w/Conditions
Approved
Approved
Draft
16
Tier 2 Approved
N/A
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
2.07
4.86
1.58
0.00
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Operator Only
Operator Only
Operator Only
Operator Only
24
Acknowledges Soils Report
N/A
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
Yes
26
Hold Bid for 150 Days
60 Days
60 Days
10 Days
30 Days
27
Pricing good for the duration of the project
Yes
Yes
Pending
Yes
28
Sales Tax Included
No
No
No
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
No
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A.1 - Concrete Reinforcing
COMPANY INFORMATION
Work Category:
5/4/2021 Rev 6/21/2021
Page 100 of 501
Recommended
Tyler Reinforcing
Harris Rebar
CMC Rebar
Sun Coast
Paradise Rebar Inc.
Joel Byko
Chad Jones
Phillippe Marcus
John Walsh
Phil Boone
(520) 403-9383
(480) 431-7278
602-577-2495
(480) 404-2625
602-447-0839
joel@tylerreinforcin
g.com
chjones@harrisrebar
.com
philippe.marcus@cm
c.com
jwalsh@suncoast-
pt.com
philb@paradisereab
ar.com
TOTAL WORK CATEGORY PACKAGE VALUE
$879,869
$883,429
$1,337,000
$1,010,158
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A.1 - Concrete Reinforcing
COMPANY INFORMATION
Work Category:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
No
38
39
Per Plans & Specifications
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
Yes
41
03 20 00 Concrete Reinforcement
Yes
Yes
Yes
Yes
42
03 30 00 Cast in Place Concrete
Yes
Yes
Yes
Yes
43
Project Summary Schedule
Yes
Yes
Yes
Yes
Scope of Work
$813,335
$807,546
$1,233,399
$926,100
$0
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 03A - Reinforcing Steel in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Yes
Yes
45
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
Yes
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Pending
Pending
Pending
47
Furnish, fabricate and install all reinforcing steel noted on project including but
not limited to the following items
Yes
Yes
Yes
Yes
48
Rebar detailing for all required shop drawings
Yes
Yes
Yes
Yes
49
Provide dowel bars into existing concrete (epoxy and installation by others)
Yes
Yes
Excluded
Yes
50
Rebar Couplers furnished and installed where noted in drawings (form savers not
shown, required by others)
Yes
Yes
Yes
Yes
51
Provide vertical dowel bars at all masonry walls
Yes
Yes
Yes
Yes
52
Chairs, Stirrups, spacers and ancillary materials furnished and installed.
Yes
Yes
Yes
Yes
53
Coordinate lap splicing with construction joints
Yes
Yes
Yes
Yes
54
Mockups as required by specifications / front ends.
No, Ok
No, Ok
No, Ok
No, Ok
55
Provide WWF reinforcing in decks (Mezzanine at Maintenance Building
$1,080
$673
$1,300
$1,300
56
Provide all trim bar for openings noted on structural, architectural, mechanical,
electrical, plumbing drawings
Yes
Yes
Yes
Yes
57
Housekeeping / Cleanup of ties and other debris for a completely clean deck
Own Work
Own Work
Own Work
Own Work
58
Cleanup of work areas
Own Work
Own Work
Own Work
Own Work
59
Unload and inventory of furnish only FOB items
Yes
Yes
Yes
Yes
60
Materials pricing valid through duration of scope of work
Yes - 9 Month
window
Yes
Yes
Yes
61
Dunnage, Deadman, bracing where required.
Yes
Yes
Yes
Yes
62
Initial on site safety orientation and daily safety meeting included in cost of work.
Yes
Yes
Yes
Yes
63
On site forklift provided by McCarthy. Coordinate shared resource with onsite
staff.
$14,303
$14,303
$14,303
$14,303
64
Provide certified operator(s) for equipment including forklift
Yes
Yes
Yes
Yes
65
Unloading and transport of materials
Yes
Yes
Yes
Yes
66
Pour watch on decks and representative available for inspections of all concrete
elements.
Yes
$10,000
$10,000
$10,000
67
Set rebar caps/protection (provided and maintained by McCarthy)
Yes
Yes
Yes
Yes
68
Provide FOB jobsite unit costs for misc. dowel bar placements in slabs, decks,
foundations, walls and other concrete elements
Yes
Will Provide
Yes
Will Provide
69
Provide craft rates
Yes
Yes
Yes
Will Provide
70
Provide all water and ice for own personnel on site
Yes
Yes
Yes
Yes
Base Bid:
Page 101 of 501
Recommended
Tyler Reinforcing
Harris Rebar
CMC Rebar
Sun Coast
Paradise Rebar Inc.
Joel Byko
Chad Jones
Phillippe Marcus
John Walsh
Phil Boone
(520) 403-9383
(480) 431-7278
602-577-2495
(480) 404-2625
602-447-0839
joel@tylerreinforcin
g.com
chjones@harrisrebar
.com
philippe.marcus@cm
c.com
jwalsh@suncoast-
pt.com
philb@paradisereab
ar.com
TOTAL WORK CATEGORY PACKAGE VALUE
$879,869
$883,429
$1,337,000
$1,010,158
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
03A.1 - Concrete Reinforcing
COMPANY INFORMATION
Work Category:
5/4/2021 Rev 6/21/2021
71
Provide all required test reports and mill certificates for all steel reinforcing
components
Yes
Yes
Yes
Yes
72
Couplers & terminators shown in drawings
Yes
Yes
Yes
Yes
73
Proposed Placer
AMMEX Rebar
Placer
Harris Rebar
AMMEX Rebar
Placer
JD Steel
74
Total Tonnage
640 Tons
700 Tons
722 Tons
>600 Tons
75
Projected reinforcing steel cost increases through project duration
$40,667
$40,377
$61,670
$46,305
76
Form saver unit pricing
Yes
Will Provide
Yes
Will Provide
77
Pricing for dowels
Yes
Will Provide
Yes
Will Provide
78
GMP 1 Early Concrete Reinforcment
-$765
-$765
-$765
-$765
79
COVID-19 Scope Items
80
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
Yes
81
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
Yes
82
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
Yes
83
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
Yes
84
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
Yes
85
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
Yes
86
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
Yes
Yes
87
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
Yes
88
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
Yes
89
90
End of Scope
91
Bond/CDI Cost
$11,249
$11,294
$17,093
$12,914
TOTAL WORK CATEGORY PACKAGE VALUE
$879,869
$883,429
$1,337,000
$1,010,158
Page 102 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
April 6th, 2021
Tyler Reinforcing LLC
corporation
Arizona
1, 2, 3, 4
Page 103 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
Reinforcing Steel
03310
Construction Bonding Inc.
one million, one hundred
11,289.00
5,279.00
0.00
48,060.00
702,514.00
15,858.00
0.00
23,914.00
85,593.00
0.00
577,149.00
0.00
0.88
sixty (60) calendar days
-----------------------------
9,888.71
1,136,847.71
1,126,959.00
twenty six, nine hundred fifty nine
110,824.00
46,196.00
Page 104 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
General Superintendent
General Foreman
$78.45
$71.15
0.86
0.80
0.78
63,201
95,978
96,689
0
0
0
0
0
0
300,583.00
15%
Page 105 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
U of A Applied Research Bldg.
March 25, 2021
60
___
Page 106 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Joel Byko
Joel@TylerReinforcing.com
V.P
321 S. 27th Avenue
Phoenix, AZ 85009
520-403-9383 cell
AZ ROC 296786
BOK Financial Insurance
Page 107 of 501
Tyler Reinforcing LLC
PO Box 6520
(602) 269-5900
Proposal Date:
Phoenix, AZ 85005
This proposal is valid for
30 days from date shown above.
SECTION I- GENERAL INFORMATION
Proposal to:
Project Name:
Ref. No.:
Attn:
Engineer:
Owner:
Drwgs Quoted:
Specs:
Addenda:
SECTION II- SCOPE OF WORK
SECTION III- PRICES
Taxes are EXCLUDED from prices shown.
Total Reinforcing Items=
SECTION IV- SPECIAL CONDITIONS, EXCLUSIONS AND/OR CLARIFICATIONS FOR THIS PROJECT
1
Prices are based on a Start Date of not later than
and shall remain valid through
. Any
rebar shipped AND/OR installed after that date will be subject to an increase
/Ton every
months.
2
Exclusions: masonry, site work
3
4
5
6
7
8
9
10 Above prices based on NO RETENTION for contracts of $50,000 or less.
Performance & Payment Bond Cost
$9,888.71
FOB
$9,888.71
AWRF Maintenance Building
$29,460.00
$18,600.00
$48,060.00
OWRF Clarifier 3 Option
$7,327.00
$4,631.00
$11,958.00
OWRF Blower Building
$3,905.00
$2,468.00
$6,373.00
OWRF Sludge Holding Tank
$180,761.00
$113,449.00
$294,210.00
$15,858.00
$45,431.00
OWRF Anoxic Basin
$9,721.00
AWRF Filters
$27,837.00
$17,594.00
AWRF Aeration Basin
*******
AWRF Filters Infill
$470.00
$295.00
$765.00
Lic No: AZ ROC #296786
BID PROPOSAL
1, 2, 3
Wilson Engineers
City of Chandler
Bidding Contractors
Chandler WRF Improvements - GMP 02
WW1901.201
Two Locations
Chandler, AZ
Estimating Dept.
Total
Bid Item
Description
Labor
per Sheet Index on G-2 & G-3 Agency Review dated 03/2021
$2,024.00
$5,279.00
Concrete Deformed Reinforcing Steel Detailed, Furnished & Installed per ACI & CRSI Standards.
Material
$3,255.00
AWRF Air Piping Supports
$1,136,847.71
$577,149.00
$85,593.00
OWRF Reservoir
Proposal No:
210322.1
4/6/2021
$6,920.00
$4,369.00
$6,137.00
$11,289.00
OWRF Clarifiers 1 & 2
OWRF Filters
$52,541.00
$33,052.00
AWRF Maintenance Building 6x6-W2.9 at Mez
$640.00
$14,653.00
$9,261.00
$440.00
$1,080.00
$23,914.00
$354,894.00
$222,255.00
Chandler WRF Improvements - GMP 02 add options (breakout).xlsm - Tyler Reinforcing
Page 1 of 3
Page 108 of 501
Tyler Reinforcing LLC
PO Box 6520 Phoenix, AZ 85005, (602) 269-5900
SECTION V- CONTRACTOR TO PROVIDE AT NO COST TO SELLER
1
X
All lines, grades, racks, forms, layout and rigid templates accurately in place before installation, except those forms or other materials that will hinder the installation.
2
X
Firm, level, subgrade at elevation shown on drawings including all levels, datum lines, elevations, openings and dowel outs for concrete &/or masonry.
3
X
Clear access roads & ramps for unloading of trailer/truck deliveries to within 50 feet of point of installation, and reasonable storage and lay-down areas.
4
X
Cages for drilled piers, shafts, caissons, and light pole standards will be tied and stockpiled by Subcontractor.
5
X
Suitable equipment fully operated for hoisting/lowering reinforcing steel, personnel, wire mesh, etc, including unloading trucks, staging of reinforcing to points of installation (into
foundations, and onto elevated decks, etc) setting columns, wall cages and/or any other pre-tied assemblies including power placing of individual bars as required.
6
X
Copies of all contract documents in quantities as reasonably requested.
7
X
Parking area and/or cost of parking for field crews and provide area for jobsite office including utility hookup.
8
X
Furnish design information, location of pour joints and construction schedules in sufficient time to allow for the preparation and approval of detail drawings plus a minimum of
seven (7) working days for fabrication and delivery. 48 hours notice is required for cancellation of previously scheduled deliveries and two (2) weeks notice of job requirements.
9
X
This proposal is based on pouring the walls and top slabs in all reinforced concrete box culverts monolithically.
10
X
24 hour notice for workman at jobsite and placement to be done on normal 8 hour shift excluding weekends and holidays.
SECTION VI- STANDARD EXCLUSIONS BY SELLER & FURNISHED BY BUYER
1
X
Cost of Inspections, crane inspections, testing, bonds, permits, penalties or Liquidated Damages.
2
X
Inserts, sleeves, rubatex, water stops, smooth dowels and /or dowel baskets, galvanized or epoxy coated dowels, threaded rebar, stud rails and placing of stud rails.
3
X
Cleaning, cutting, straightening, locating or rework of existing reinforcing steel, reinforcing extending from piles, or precast
4
X
Cutting, drilling of holes, grouting, field bending or dry-packing of reinforcing steel.
5
X
Burning, cutting, or drilling of structural steel/miscellaneous iron to pass reinforcing steel.
6
X
Protection and/or cleaning of others work, covering, painting, greasing or wrapping of reinforcing steel or smooth dowels.
7
X
Rebar Safety Caps or devices for covering rebar ends.
8
X
All welding and rebar welded to structural/ miscellaneous iron.
9
X
Blocking, chairing, wrapping and/or pulling of welded wire fabric.
10
X
All dead men, cables, labor and engineering of system for guying of rebar, if required.
11
X
Cleaning of tie wire clippings, tags and other spoils from work areas, cost of dumpster and composite crew cleanup, except as mutually agreed.
12
X
Lines, grades, steel racks, templates, scaffolding, safety rails, work platforms & ramps, sanitary facilities and jobsite access to drinking water.
13
X
Removal, grinding &/or patching of staples, nails, bolts and/or any other device used for the placement of concrete reinforcing accessories.
14
X
Reinforcing for Anchor Points (and the Anchor Points) for Shotcrete, Precast, Closure Pours, Precast Connections and Prestressing Items.
15
X
Sand Plated Chairs.
16
X
Test bars and test couplers (except those specifically called out in specs)
17
X
Adequate power and lighting when necessary.
18
X
Cost of reworking or replacing reinforcing steel damaged or lost due to flood, actions of buyer, other subcontractors or other acts of God.
19
X
Blocks, inspection tubes, wheels or spacers for clearances in drilled shafts or caissons.
20
X
Tie wire, accessories and field placing aids for F.O.B. materials.
21
X
Prevailing Wage Rates or Job Specific Labor Agreement Rates. Proposal based on Open Shop wages.
22
X
Design Engineering, Engineer stamping of drawings, Field Measurements and As-Built drawings.
23
X
Sitework, Masonry Rebar, Mock Ups, MSE Walls, Electrical Duct Bank, Equipment Pads, Pipe Encasement &/or Supports. (Unless specifically stated as included)
24
X
Supply & Installation of reinforcing for stair landings and treads.
25
X
Layout of TOW, TOF, EOW, expansion/construction joints, corners, doorways, blockouts and/or openings of any kind and Masonry Dowels.
26
X
Separate Pour Watchman, Fire Watchman, Safety Manager, QC Mgr, Traffic Control or Onsite Security.
27
X
Trim reinforcing for openings, penetrations, and inserts not specifically located on Structural Drawings.
28
X
Double handling costs, including costs to transport material from an unreasonably located area.
29
X
Unloading, handling &/or setting of FOB materials (including Prebuilt Drilled Shaft Cages).
30
X
Dust control, Storm Water management and/or similar eviromental programs.
31
X
Third party invoicing processing fees or enrollment in third party invoicing services.
32
X
Re-Detailing of shop drawings & reviewing/processing of changes will be at $65.00/Hr.
33
X
Build Information Modeling (BIM), 3D Modeling and similar, unless specifically stated otherwise.
34
X
Non-standard work week and/or special work hours. (This bid proposal based on M-F, 8hr/workday, daylight hours, unless specifically stated otherwise.)
Chandler WRF Improvements - GMP 02 add options (breakout).xlsm - Tyler Reinforcing
Page 2 of 3
Page 109 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 04A Masonry
Subcontractor/Supplier Name
Status
Denny Clark Masonry & Concrete
Recommended
Stone Cold Masonry
Proposed
Alta Vista Masonry
Declined
GV Masonry
Declined
Sun Valley Masonry
Declined
Avila Masonry
Declined
Straight Arrow Contracting
Declined
Superior Masonry
Declined
Page 110 of 501
5/4/2021 Rev 6/21/2021
Recommended
Denny Clark
Masonry and
Concrete
Stone Cold Masonry Alta Vista Masonry
GV Masonry
Sun Valley Masonry
Denny Clark
Ron Maroney
Phil Insalaco
Gary Vickers
Todd Nessler
480-664-6367
623-385-7111
602-300-2260
602-574-1777
602-943-6106
denny@dennyclark
masonryconcrete.c
om
ron@stonecoldma
sonry.com
phil@avmasonry.co
m
gvmasonry@aol.com toddnessler@svmas
onry.com
TOTAL WORK CATEGORY PACKAGE VALUE
$6,335
$8,123
No Bid
No Bid
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
5
Surety Company
Granite RE, Inc
Hartford
6
Surety AM Best Rating (Must be A- or Better)
Yes
Yes
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
9
Bond/CDI Cost
3.000%
2.758%
1.295%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Federated Mutual
Insurance Company
Amerisure
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
15
Tier 1 Approved
Yes
Submitted
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.79
0.64
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
24
Acknowledges Soils Report
Yes
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
28
Sales Tax Included
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
5%
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
3%
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
04A - Masonry
COMPANY INFORMATION
Work Category:
GMP Date:
Page 111 of 501
5/4/2021 Rev 6/21/2021
Recommended
Denny Clark
Masonry and
Concrete
Stone Cold Masonry Alta Vista Masonry
GV Masonry
Sun Valley Masonry
Denny Clark
Ron Maroney
Phil Insalaco
Gary Vickers
Todd Nessler
480-664-6367
623-385-7111
602-300-2260
602-574-1777
602-943-6106
denny@dennyclark
masonryconcrete.c
om
ron@stonecoldma
sonry.com
phil@avmasonry.co
m
gvmasonry@aol.com toddnessler@svmas
onry.com
TOTAL WORK CATEGORY PACKAGE VALUE
$6,335
$8,123
No Bid
No Bid
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
04A - Masonry
COMPANY INFORMATION
Work Category:
GMP Date:
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Superlite
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
03200 - Concrete Reinforcement
Yes
Yes
42
03600 - Grout
Yes
Yes
43
04820 - Reinforced Unit Masonry Assemblies
Yes
Yes
Scope of Work
$6,150
$7,905
$0
$0
$0
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 04A - Masonry, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
Yes
Yes
45
Check to Spec completed and submitted to McCarthy
N/A
N/A
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
47
Water Repellant used in Masonry Veneer
Yes
Yes
48
CMU Control Joints as required
Yes
Yes
49
Installation of Steel Lintels at Wall Openings (Material by 05A)
Yes
Yes
50
Shoring for Lintels/Bond Beams
Yes
Yes
51
Anchor, Ties, and Metal Accessories
Yes
Yes
52
Delivery, Storage, and Handling of Material
Yes
Yes
53
Masonry Waste Disposal
Yes
Yes
54
Preparing, Pointing & Cleaning as required
Yes
Yes
55
Trash and debris clean up as required
Yes
Yes
56
Trash removal from job site
Yes
Yes
57
Masonry Shop Drawings
Yes
Yes
58
Testing and Inspection Cost
N/A
N/A
59
Hot & Cold Weather Protection/Requirements
Yes
Yes
60
Sales Tax and Permit Fees
N/A
N/A
61
Efflorescence Removal after initial Cleaning
Yes
Yes
62
Mobilization
Yes
Yes
63
Scaffolding to complete work
Yes
Yes
64
Material to match existing buildings
Yes
Yes
65
Shipping shall be FOB jobsite
Yes
Yes
66
Separate deliveries to AWRF and OWRF
Yes
Yes
67
Unloading & storage
Yes
Yes
68
COVID-19 Scope Items
69
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Base Bid:
Page 112 of 501
5/4/2021 Rev 6/21/2021
Recommended
Denny Clark
Masonry and
Concrete
Stone Cold Masonry Alta Vista Masonry
GV Masonry
Sun Valley Masonry
Denny Clark
Ron Maroney
Phil Insalaco
Gary Vickers
Todd Nessler
480-664-6367
623-385-7111
602-300-2260
602-574-1777
602-943-6106
denny@dennyclark
masonryconcrete.c
om
ron@stonecoldma
sonry.com
phil@avmasonry.co
m
gvmasonry@aol.com toddnessler@svmas
onry.com
TOTAL WORK CATEGORY PACKAGE VALUE
$6,335
$8,123
No Bid
No Bid
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
04A - Masonry
COMPANY INFORMATION
Work Category:
GMP Date:
70
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
71
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
72
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
73
All tools and equipment used must be sanitzed each day.
Yes
Yes
74
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
75
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
76
Personnel are not allowed to carpool to the site or while onsite.
No
Yes
77
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
78
79
End of Scope
80
Bond/CDI Cost
$185
$218
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$6,335
$8,123
$0
$0
$0
Page 113 of 501
Page 114 of 501
Page 115 of 501
Page 116 of 501
Page 117 of 501
Page 118 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 05A Structural Steel
Subcontractor/Supplier Name
Status
Revolution
Recommended
Able Steel Fab
Declined
Gray Wolf
Declined
OLT Fabrication
Declined
W&W Structural
Declined
Schuff Steel Company
Declined
Page 119 of 501
Recommended
Revolution
Able Steel Fab
Gray Wolf
OLT Fabrication
W&W Structural
Jarrod Goodman
Devin Sunbury
Greg Leavitt
Terry Hembree
Colton Malenfant
623-980-4180
480-663-6946
480-718-1091
480-276-4841
480-966-9427
jarrod@revolutionin
dustrial.com
dsunbury@ablesteel.
com
greg.leavitt@graywol
f.com
terry@oltfab.com
colton@w-ws.com
TOTAL WORK CATEGORY PACKAGE VALUE
$642,403
Declined
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
5
Surety Company
Old Repubic
6
Surety AM Best Rating (Must be A- or Better)
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
9
Bond/CDI Cost
1.186%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Crest Insurance
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
Yes
16
Tier 2 Approved
N/A
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
.8
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
N/A
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
N/A
28
Sales Tax Included
N/A
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Longer Lead Times
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05A - Structural Steel
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 120 of 501
Recommended
Revolution
Able Steel Fab
Gray Wolf
OLT Fabrication
W&W Structural
Jarrod Goodman
Devin Sunbury
Greg Leavitt
Terry Hembree
Colton Malenfant
623-980-4180
480-663-6946
480-718-1091
480-276-4841
480-966-9427
jarrod@revolutionin
dustrial.com
dsunbury@ablesteel.
com
greg.leavitt@graywol
f.com
terry@oltfab.com
colton@w-ws.com
TOTAL WORK CATEGORY PACKAGE VALUE
$642,403
Declined
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05A - Structural Steel
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
03600 – Grout
Yes
42
05051 – Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
43
05120 – Structural Steel and Framing
Yes
44
05500 – Metal Fabrications
Yes
45
05510 – Metal Stairs
Yes
46
05521 – Aluminum Handrail
Yes
47
05530 – Aluminum Grating
Yes
48
05532 – Aluminum Checkered Plate
Yes
49
09900 – Painting
Yes
50
13121 – Metal Canopies
Yes
Scope of Work
$619,828
$0
$0
$0
$0
51
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 05A - Structural Steel, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
52
Check to Spec completed and submitted to McCarthy
N/A
53
1 year warranty from Final Acceptance (Aug 2023)
Yes
54
Cost to meet project insurance requirements
$30,000
55
On-site verifications of dimensions
Yes
56
Fabrication of structural steel to be performed by Category II AISC Certified
Plant.
Yes
57
Shop Primer and field touch up primer in accordance to spec 09900 Painting
Yes
58
Corrosion Protection for all aluminum surfaces in contact with grout, concrete,
masonry, wood, or dissimilar metals per spec to be NSF61 approved.
Yes
59
Fall protection
Yes
60
Steel lintels for AWRF & OWRF blower buildings
Yes
61
Install of angle to masonry walls
Yes
62
Metal decking
Yes
63
Flex closure strips for decking
Yes
64
Ridge and valley plates
Yes
65
All equipment as required for hoisting and setting material
Yes
66
Special Inspections as required
Yes
67
Metal canopy removal and replacement over disc filters at AWRF
Yes
68
Filter Crane Rail Framing at AWRF Filters
Yes
69
Canopy at OWRF Disc Filters
Yes
70
Corrugated metal structure at OWRF Reservoir
Yes
71
Provide lifting lugs for proper installation
Yes
72
Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona
Yes
73
Shipping shall be FOB jobsite
Yes
74
Separate deliveries to AWRF and OWRF
Yes
Base Bid:
Page 121 of 501
Recommended
Revolution
Able Steel Fab
Gray Wolf
OLT Fabrication
W&W Structural
Jarrod Goodman
Devin Sunbury
Greg Leavitt
Terry Hembree
Colton Malenfant
623-980-4180
480-663-6946
480-718-1091
480-276-4841
480-966-9427
jarrod@revolutionin
dustrial.com
dsunbury@ablesteel.
com
greg.leavitt@graywol
f.com
terry@oltfab.com
colton@w-ws.com
TOTAL WORK CATEGORY PACKAGE VALUE
$642,403
Declined
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05A - Structural Steel
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
75
Unloading & storage
Yes
76
GMP 1 Early Canopy Removal
-$14,955
77
COVID-19 Scope Items
78
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
79
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
80
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
81
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
82
All tools and equipment used must be sanitzed each day.
Yes
83
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
84
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
85
Personnel are not allowed to carpool to the site or while onsite.
Yes
86
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
87
88
End of Scope
89
Bond/CDI Cost
$7,530
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$642,403
$0
$0
$0
$0
Page 122 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
April 22nd 2021
Revolution Industrial
Corportion
Arizona
One through Four
Page 123 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
Structural steel and misc. metals
05B
twenty three thousand four hundred and sixty four
Seven hundred
723,464.00
15
Old Republic Surety Companyt
77,774.45
175,688.68
51,849.63
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
418,151.23
108,519.60
831,983.60
Project Insurance
Requirement Cost
Adder- Split between
WC 05A and 05B =
$30,000/ea. See
below for back email.
Page 124 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
Please see attached RI 2021 Rate sheet
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
.80
Page 125 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
X
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
Page 126 of 501
Page 127 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
Proposal #20-0357 R1
Thursday, April 22, 2021
Revolution Industrial is pleased to present our proposal for:
Client: McCarthy Building Companies
Client Contact: Michael Jones - Estimator
Project: Chandler WRF Improvements – GMP 02
This scope of work includes: Structural fabrication and erection per 2021.03.15_WRF Improvements_Agency Review
Drawings, Addendum 1 through 4.
Structural Steel
•
Removal and reinstallation of AWRF Filter basin Canopy – 10.26 Tons
•
Crane Rail Framing at AWRF Filters – 2.88 Tons
•
New Canopy at OWRF Filter Basin – 12.33 Tons
•
Sludge holding tank stairs – 3.52 Tons.
•
Roof Framing at sludge blower building – 5.07 Tons.
Our price for this scope of work is as follows:
1. Lump Sum Price of - $743,464.00
a. Breakout per attached McCarthy Bid form and Front Ends Documents
2. Taxes Excluded
Clarifications:
•
All work to be performed according to OSHA and site-specific safety regulations.
o
COVID – 19 precautions per CDC guidelines. Site specific guidelines not identified in the bid package may
increase total duration and result in a change order.
•
Quote valid for 150 days from date on proposal.
•
Confined space work is considered non-permitted.
•
McCarthy responsible for provided access and egress and all air monitoring.
•
Includes one mobilization per scope (structural, and misc. metals). Additional mobilization will incur a change
order.
•
Bond and Bid bond rate are spread across both scope areas evenly. Selection of only one scope will affect rate and
may result in a change order.
•
30% of contract value will be billed upon contract award for mobilization and to procure materials.
•
OWRF Aeration Basins Pipe support (6/S-15) Max height 4’. Assumed 6’ height per M-3.02.
•
Pre-Job Notification:
Owner/Contractor needs to be aware that Revolution Industrial routinely files preliminary notices on projects
solely to protect Revolution Industrial’s rights in case of dispute or non-payment. This is done to fulfill state
requirements allowing us to protect our legal rights.
Exclusions:
1.
Any items not identified or sized or details not shown or details shown but not cut on the drawings
2.
Miscellaneous steel not specifically called out.
3.
FRP Grating
Page 128 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
4.
All steel and misc. metal associated with the maintenance building.
5.
Any and all pipe straps
6.
Drill and epoxy of steel hardware at new concrete.
7.
Spiral Staircases
8.
Mechanical pipe support unless specifically noted above.
9.
Excavation or concrete infill of bollards.
10. Permits.
11. Sales, use and gross receipts taxes
12. Demolition and / or removal of existing material, finish or fireproofing to obtain access.
13. Cost of inspection and testing.
14. Participating in liquidated damages
15. Rebar & mesh
16. Concrete inserts
17. All concrete work, grout & placing of same, core drilling and etc.
18. Opening frames or mechanical supports (except where specifically shown on structural drawings)
19. Burglar bars @ opening frames.
20. Stair nosings
21. Wrought iron fence and gates
22. Ornamental metals (aluminum, brass, bronze, glass rail, wrought iron & etc.)
23. Field welding of rebar.
24. Field welding other than listed.
25. Sheet metal 15 gauge & lighter.
26. Metal sash and/or mullions
27. Glass stops
28. Wire mesh partitions & accessories
29. Expansion joint covers
30. Unistrut
31. Back up bars for other trades
32. Pipe sleeves for other trades
33. All non-ferrous materials
34. Anchor bolts for others trades
35. Masonry anchors or ties
36. Bolts other than steel to steel & steel to concrete or masonry
37. Seam welding of metal deck
38. Flashing, gutters and downspouts
39. Sump pans
40. Cutting of deck at mechanical openings
41. Installation of the insulation @ acoustical deck
42. Shoring of any kind
43. Chain link fence and gates
44. Signage post and post sleeves
45. All wood products and materials
46. All Simpson products
47. Panelized wooden roof system and all accessories
48. Standing seam metal roof system and all accessories
49. Field measuring and surveying.
50. Galvanizing
51. Finish painting.
52. Any field painting including touch-up of structural, miscellaneous & metal decking.
53. All structural calculations and engineering costs.
Page 129 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
54. Any item not specifically included in this proposal.
55. Grouting of steel base plates.
Sincerely,
Jarrod Goodman – Project Manager
Isaac Zornes - Estimator
C: 623.980.4180
C:602.245.2008
jarrod@revolutionindustrial.com
Izornes@revolutionindustrial.com
Page 130 of 501
1
Jones, Michael
From:
Issac Zornes <izornes@revolutionindustrial.com>
Sent:
Wednesday, April 28, 2021 1:37 PM
To:
Jones, Michael
Subject:
RE: Labor for Concrete Embedded Metal - Chandler WRF
The structural scope includes the 3M PRL insurance but is missing the add of 60K for the 5M CGL insurance till 2023.
If awarded just structural – 60K add.
If awarded Structural and Misc. Metals – 60K add.
If awarded only Misc. metals – 78K add.
The 3M PRL insurance till 2023 was an 18K carry in the last updated structural proposal.
Thank you
Isaac Zornes | Estimator
(602) 245-2008
Izornes@revolutionindustrial.com
From: Jones, Michael <MJones@McCarthy.com>
Sent: Wednesday, April 28, 2021 1:21 PM
To: Issac Zornes <izornes@revolutionindustrial.com>
Subject: RE: Labor for Concrete Embedded Metal - Chandler WRF
One more question. Will the $78,000 for insurance coverage cost the same whether you are awarded one or two scopes
of work? If you won both there were be a deduct on both scopes?
Thanks,
Michael Jones
Project Estimator
McCarthy Building Companies, Inc.
6225 N. 24th Street, STE 200 | Phoenix, AZ 85016
M 480-392-9157
From: Issac Zornes <izornes@revolutionindustrial.com>
Sent: Wednesday, April 28, 2021 11:30 AM
To: Jones, Michael <MJones@McCarthy.com>
Subject: RE: Labor for Concrete Embedded Metal - Chandler WRF
Page 131 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 05B Misc. Metals
Subcontractor/Supplier Name
Status
Revolution Industrial
Recommended
McCarthy Building Company
Proposed
Blue Dot Steel & Supply
Declined
Diversified Metal Fabrication
Declined
Anderson Steel Supply Inc.
Declined
Caliente Ironworks
Declined
OLT Fabrication
Declined
Page 132 of 501
Recommended
Revolution
Industrial
McCarthy/SH
Engineering
Blue Dot Steel &
Supply
Diversified Metal
Fabrication
Anderson Steel
Supply, Inc.
Jarrod Goodman
Eric Fields
Erin Rios
Carrie Boldt
Richard McGivern
(623) 980-4180
(602) 819-4375
(480) 894-0760
(480) 892-7700
(406) 761-4354
jarrod@revolutionin
dustrial.com
Efields@McCarthy.c
om
erin@bluedotsteel.co
m
cboldt@dm-fab.com rmcgivern@andersonst
eel.net
TOTAL WORK CATEGORY PACKAGE VALUE
$863,923
$960,301
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Yes
Yes
5
Surety Company
Old Repubic
Allianz-Starr
6
Surety AM Best Rating (Must be A- or Better)
A+
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
9
Bond/CDI Cost
1.200%
1.295%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Crest Insurance
Allianz-Starr
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
A+
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
Yes
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
Yes
17
Safety Items:
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
.8
0.39
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
28
Sales Tax Included
N/A
N/A
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Longer Lead Times
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05B - Miscellaneous Metals
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 133 of 501
Recommended
Revolution
Industrial
McCarthy/SH
Engineering
Blue Dot Steel &
Supply
Diversified Metal
Fabrication
Anderson Steel
Supply, Inc.
Jarrod Goodman
Eric Fields
Erin Rios
Carrie Boldt
Richard McGivern
(623) 980-4180
(602) 819-4375
(480) 894-0760
(480) 892-7700
(406) 761-4354
jarrod@revolutionin
dustrial.com
Efields@McCarthy.c
om
erin@bluedotsteel.co
m
cboldt@dm-fab.com rmcgivern@andersonst
eel.net
TOTAL WORK CATEGORY PACKAGE VALUE
$863,923
$960,301
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05B - Miscellaneous Metals
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
03600 – Grout
Yes
Yes
42
05051 – Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
43
05500 – Metal Fabrications
Yes
Yes
44
05510 – Metal Stairs
Yes
Yes
45
05521 – Aluminum Handrail
Yes
Yes
46
05530 – Aluminum Grating
Yes
Yes
47
05532 – Aluminum Checkered Plate
Yes
Yes
48
09900 – Painting
Yes
Yes
Scope of Work
$892,294
$1,018,192
$0
$0
$0
49
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 05B - Miscellaneous Metals, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
50
Check to Spec completed and submitted to McCarthy
N/A
N/A
51
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
52
On-site verifications of dimensions
Yes
Yes
53
Shop Primer and field touch up primer in accordance to spec 09900 Painting
Yes
Yes
54
Corrosion Protection for all aluminum surfaces in contact with grout, concrete,
masonry, wood or dissimilar metals per spec to be NSF61 approved.
Yes
Yes
55
6” dia x 8’ long bollards
Yes
Yes
56
Stair details, loadings, connections, materials and design calculations prepared,
signed and sealed by Registered Professional Engineer licensed in the State
of Arizona
Yes
Yes
57
Provide Aluminum Handrail and Railings by a single firm
Yes
Yes
58
Calculations for complete structural analysis of handrail and railing systems
including calculations showing compliance with system performance to be
prepared, signed and sealed by a Registered Professional Engineer licensed in the
State of Arizona.
Yes
Yes
59
Provide all anchor bolts for base plates
Yes
Yes
60
Drill and epoxy anchors where required
Yes
Yes
61
Provide all Ladders per latest issue of OSHA/ANSI A14.3, Section 1910.27. and
applicable building code standards
Yes
Yes
62
OSHA approved fall protection on all ladder systems
Yes
Yes
63
Floor Access Hatches to be double doored with aluminum safety grating
Yes
Yes
64
Safety railing for side of hatches not protected once grating is opened
Yes
Yes
65
Blower pipe supports
Yes
Yes
66
Steel supports for Filter Basin platforms
Yes
Yes
67
Metal stairs at Filters, Anoxic Basins, Clarifiers
Yes
Yes
68
SS Baffle/Hood at OWRF Anoxic Basin
Yes
Yes
69
Aluminum grating (including supports, anchors)
Yes
Yes
Base Bid:
Page 134 of 501
Recommended
Revolution
Industrial
McCarthy/SH
Engineering
Blue Dot Steel &
Supply
Diversified Metal
Fabrication
Anderson Steel
Supply, Inc.
Jarrod Goodman
Eric Fields
Erin Rios
Carrie Boldt
Richard McGivern
(623) 980-4180
(602) 819-4375
(480) 894-0760
(480) 892-7700
(406) 761-4354
jarrod@revolutionin
dustrial.com
Efields@McCarthy.c
om
erin@bluedotsteel.co
m
cboldt@dm-fab.com rmcgivern@andersonst
eel.net
TOTAL WORK CATEGORY PACKAGE VALUE
$863,923
$960,301
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
05B - Miscellaneous Metals
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
70
Swing safety gates
Yes
Yes
71
Aluminum checkered plate
Yes
Yes
72
Epoxy for Anchors
Yes
Yes
73
Relocate metal canopy at OWRF Chlorine Contact Basin
Yes
Yes
74
Five-year warranty for access hatches
Yes
Yes
75
Ackowledge Q&A Log
Yes
Yes
76
Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona
Yes
Yes
77
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
Yes
78
Shipping shall be FOB jobsite
Yes
Yes
79
Separate deliveries for AWRF and OWRF
Yes
Yes
80
Deduct for Metal stairs at Maintenance Building
-$68,614
-$63,727
81
Cost for Project Required Insurance
$30,000
N/A
82
Unloading & storage
Yes
Yes
83
COVID-19 Scope Items
84
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
85
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
86
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
87
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
88
All tools and equipment used must be sanitzed each day.
Yes
Yes
89
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
90
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
91
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
92
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
93
94
End of Scope
95
Bond/CDI Cost
$10,243
$5,836
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$863,923
$960,301
$0
$0
$0
Page 135 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
April 9th 2021
Revolution Industrial
Corporation
Arizona
One through four
Page 136 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
Structural steel and misc. metals
05B
hundred thousand five hundred and eighty nine
One million three
1,300,589.00
15
Old Republic Surety Company
78,667.85
100,957.25
123,647.95
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
997,315.95
15,000.00
1,300,589.00
Project Insurance
Requirement Cost
Adder- Split between
WC 05A and 05B =
$30,000/ea. See
below for back email.
Page 137 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
Please see attached RI 2021 Rate sheet
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
.80
Page 138 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
X
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
IZ
Page 139 of 501
Page 140 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
Proposal #20-0357
Friday, April 9, 2021
Revolution Industrial is pleased to present our proposal for:
Client: MchCarthy Building Companies
Client Contact: Michael Jones - Estimator
Project: Chandler WRF Improvements – GMP 02
This scope of work includes: Structural and misc. metals per 2021.03.15_WRF Improvements_Agency Review Drawings,
Addendum 1 through 4.
Structural Steel
•
Removal and reinstallation of AWRF Filter basin Canopy – 10.26 Tons
•
Crane Rail Framing at AWRF Filters – 2.88 Tons
•
New Canopy at OWRF Filter Basin – 12.33 Tons
•
Sludge holding tank stairs – 3.52 Tons.
•
Roof Framing and decking at sludge blower building – 5.07 Tons.
•
Relocating OWRF Canopy – 9.78
Misc Metals
•
AWRF Blower Pipe Supports – 13.83 Tons
•
OWRF Pipe Supports – 5.16 Tons
•
Filter Basin Platform Metal Frames – 4.07 Tons
•
Handrails and Guard railing – 983.25 LF
•
Access hatches – 12 Count
•
Aluminum Ladders – 10 Count
•
Aluminum grating – 750 SF
•
Bollards – 6 Count
Our price for this scope of work is as follows:
1. Lump Sum Price of - $1,300,589.00
a. Structural Steel - $719,020.00
b. Misc. Metals - $581,569.00
c.
Breakout per attached McCarthy Bid form and Front Ends Documents
2. Taxes Excluded (Taxes to be included if tax exemption not provided)
Clarifications:
•
All work to be performed according to OSHA and site-specific safety regulations.
o
COVID – 19 precautions per CDC guidelines. Site specific guidelines not identified in the bid package may
increase total duration and result in a change order.
•
Quote valid for 150 days from date on proposal.
•
Confined space work is considered non-permitted.
•
McCarthy responsible for provided access and egress and all air monitoring.
Page 141 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
•
Includes one mobilization per scope (structural, and misc. metals). Additional mobilization will incur a change
order.
•
Bond and Bid bond rate are spread across both scope areas evenly. Selection of only one scope will affect rate and
may result in a change order.
•
30% of contract value will be billed upon contract award for mobilization and to procure materials.
•
OWRF Aeration Basins Pipe support (6/S-15) Max height 4’. Assumed 6’ height per M-3.02.
•
Pre-Job Notification:
Owner/Contractor needs to be aware that Revolution Industrial routinely files preliminary notices on projects
solely to protect Revolution Industrial’s rights in case of dispute or non-payment. This is done to fulfill state
requirements allowing us to protect our legal rights.
Exclusions:
1.
Any items not identified or sized or details not shown or details shown but not cut on the drawings
2.
Any items shown or called for on civil, mechanical, plumbing, electrical, or landscape drawings.
3.
Miscellaneous steel not specifically called out.
4.
FRP Grating
5.
All steel and misc. metal associated with the maintenance building.
6.
Any and all pipe straps
7.
Drill and epoxy of steel hardware at new concrete.
8.
Spiral Staircases
9.
Mechanical pipe support unless specifically noted above.
10. Excavation or concrete infill of bollards.
11. Permits.
12. Sales, use and gross receipts taxes
13. Demolition and / or removal of existing material, finish or fireproofing to obtain access.
14. Cost of inspection and testing.
15. Participating in liquidated damages
16. Rebar & mesh
17. Concrete inserts
18. All concrete work, grout & placing of same, core drilling and etc.
19. Opening frames or mechanical supports (except where specifically shown on structural drawings)
20. Burglar bars @ opening frames.
21. Stair nosings
22. Wrought iron fence and gates
23. Ornamental metals (aluminum, brass, bronze, glass rail, wrought iron & etc.)
24. Field welding of rebar.
25. Field welding other than listed.
26. Sheet metal 15 gauge & lighter.
27. Metal sash and/or mullions
28. Glass stops
29. Wire mesh partitions & accessories
30. Expansion joint covers
31. Unistrut
32. Back up bars for other trades
33. Pipe sleeves for other trades
34. All non-ferrous materials
35. Anchor bolts for others trades
36. Masonry anchors or ties
Page 142 of 501
5858 W. Riggs Rd. • Chandler, AZ 85226
P.O. Box 51420 • Phoenix, AZ 85076
www.revolutionindustrial.com P: (480) 993-6699 • F: (480) 718-7656
This proposal is the sole property of Revolution Industrial. The contents herein are strictly confidential and are supplied on
the understanding that they will be held confidentially and not disclosed to third parties without the prior written consent of
Revolution Industrial. (© 2015)
37. Bolts other than steel to steel & steel to concrete or masonry
38. Seam welding of metal deck
39. Flashing, gutters and downspouts
40. Sump pans
41. Cutting of deck at mechanical openings
42. Installation of the insulation @ acoustical deck
43. Shoring of any kind
44. Chain link fence and gates
45. Signage post and post sleeves
46. All wood products and materials
47. All Simpson products
48. Panelized wooden roof system and all accessories
49. Standing seam metal roof system and all accessories
50. Field measuring and surveying.
51. Galvanizing
52. Finish painting.
53. Any field painting including touch-up of structural, miscellaneous & metal decking.
54. All structural calculations and engineering costs.
55. Any item not specifically included in this proposal.
56. Grouting of steel base plates.
Sincerely,
Jarrod Goodman – Project Manager
Isaac Zornes - Estimator
C: 623.980.4180
C:602.245.2008
jarrod@revolutionindustrial.com
Izornes@revolutionindustrial.com
Page 143 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 06A Carpentry
Subcontractor/Supplier Name
Status
Best Holdings Group
Recommended
Request Manufacturing
Proposed
MGC Inc
Declined
Pete King
Declined
Arch Millwork Design
Declined
Isec, Inc.
Declined
MKB Construction
Declined
Performance Contracting
Declined
Red Built
Declined
Sunstate Installations
Declined
Torcom
Declined
Western Millwork
Declined
Page 144 of 501
Recommended
Best Holdings
Group DBA
Maplewood
Cabinetry
Request
Manufacturing Inc.
MGC Inc
Pete King
Arch. Millwork
Design Inc.
David Dieffenbach
Shannon McLaine
Jeff Rea
Zach King
Bruce Transon
623-516-1800
602-618-5455
505-379-7408
602-944-4441
623-777-8912
david@maplewood
cabinetry.com
shannan@requestaz
.com
jrea@mgcinc.net
pete@pkcaz.com
bruce.transon@amd-
sw.com
TOTAL WORK CATEGORY PACKAGE VALUE
$2,809
$4,514
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
3/1/2021
2/24/2021
5
Surety Company
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
Yes
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Massachusetts Bay
Sentinel Insurance
Co.
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
A+
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
15
Tier 1 Approved
Yes with Cond.
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
1.03
0.87
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
28
Sales Tax Included
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06A - Carpentry
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 145 of 501
Recommended
Best Holdings
Group DBA
Maplewood
Cabinetry
Request
Manufacturing Inc.
MGC Inc
Pete King
Arch. Millwork
Design Inc.
David Dieffenbach
Shannon McLaine
Jeff Rea
Zach King
Bruce Transon
623-516-1800
602-618-5455
505-379-7408
602-944-4441
623-777-8912
david@maplewood
cabinetry.com
shannan@requestaz
.com
jrea@mgcinc.net
pete@pkcaz.com
bruce.transon@amd-
sw.com
TOTAL WORK CATEGORY PACKAGE VALUE
$2,809
$4,514
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06A - Carpentry
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
05051 Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
42
06100 Rough Carpentry
By WC 09A
By WC 09A
43
06410 Architectural Wood Casework
Yes
Yes
Scope of Work
$2,500
$4,183
$0
$0
$0
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 06A-Carpentry, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
Cabinetry Only
Cabinetry Only
45
Check to Spec completed and submitted to McCarthy
Yes
Yes
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
47
Airport WRF Site - Maintenance Building
48
Rough Carpentry In-Wall Blocking for Plumbing Fixtures and Accessories -
coordinate with respective trades (Drywall package) for inwall blocking by others
By WC 09A
By WC 09A
49
Blocking to be coordinated with MEP Trades as required
By WC 09A
By WC 09A
50
All Casework in Maintenance Building including Countertops and Hardware - all
blocking by Interior Drywall/Framing scope 09A
Yes
Yes
51
Comply with code for fire retardant requirements
Yes
Yes
52
Provide all anchors and epoxy required for the installation
Yes
Yes
53
Shipping shall be FOB jobsite
Yes
Yes
53
Unloading & storage
Yes
Yes
54
Cover and Protect through Substantial Completion
$273
$273
55
COVID-19 Scope Items
56
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
57
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
58
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
59
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
60
All tools and equipment used must be sanitzed each day.
Yes
Yes
61
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Base Bid:
Page 146 of 501
Recommended
Best Holdings
Group DBA
Maplewood
Cabinetry
Request
Manufacturing Inc.
MGC Inc
Pete King
Arch. Millwork
Design Inc.
David Dieffenbach
Shannon McLaine
Jeff Rea
Zach King
Bruce Transon
623-516-1800
602-618-5455
505-379-7408
602-944-4441
623-777-8912
david@maplewood
cabinetry.com
shannan@requestaz
.com
jrea@mgcinc.net
pete@pkcaz.com
bruce.transon@amd-
sw.com
TOTAL WORK CATEGORY PACKAGE VALUE
$2,809
$4,514
Declined
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06A - Carpentry
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
62
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
63
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
64
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
65
66
End of Scope
67
Bond/CDI Cost
$36
$58
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$2,809
$4,514
$0
$0
$0
Page 147 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
March 29th, 2021
Best Holdings Group, d.b.a Maplewood Cabinetry
corporation
Arizona
Addendum 1, Addendum 2,
and Addendum 3.
Page 148 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Sludge Holding/Blwr Bldg $
.
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
Carpentry (Architectural Wood Casework only)
6A
Two-thousand, five-hundred
2,500.00
2,500.00
0.00
2,500.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
N/A
2,500.00
N/A
N/A
Page 149 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
0.00
0.00
0.00
0.00
0.00
20%
Project / Install Manager
Installer
75.00
150.00
0.75
0.70
1.03
47,772
44,289
45,447
1
3
3
4.19
13.55
13.20
Page 150 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
X
DMD
DMD
DMD
DMD
DMD
DMD
DMD
DMD
DMD
DMD
Page 151 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
DMD
David Dieffenbach
David@maplewoodcabinetry.com
21241 North 23rd Avenue, Suite 9
Phoenix, AZ 85027
(623) 516-1800
Hanover
188894
David Dieffenbach
Digitally signed by David Dieffenbach
Date: 2021.03.29 13:39:53-07'00'
Page 152 of 501
Proposal
Plan Date
3/29/2021
Estimate #
18110
McCarthy Building Companies, Inc.
6225 N. 24th Street
Phoenix, AZ 85016
Revisions
Terms
Net 30
Rep
DMD
Project
CHANDLER WRF IMPROVEMENTS
03/12/2021
Total
Subtotal
Sales Tax (0.0%)
Maplewood Cabinetry
21241 N. 23rd Ave.
Ste # 9
Phoenix, AZ 85027
AZ Contractors License
ROC 188894 & ROC 195151
Office Phone: 623-516-1800
Fax: 623-516 1823
Description
Qty/Ft.
Design, Build and Install Custom Cabinetry per the Contract and approved Shop Drawings
Proposal Based on Agency Review Set dated 03/12/2021
AWRF MAINTENANCE BUILDING
BREAK ROOM 102: Section A / A-1.86
Handicap Sink Base with Integral Toe Kick
3
PLam Base Cab. 34" to 36" x 24" with 1 Drawer & 1 Door
2.5
PLam Countertop 24" Deep, Scribed or 4" Backsplash
5.5
PLam Wall Cabinet 30" x 12"
2.5
PLam Wall Cabinet 18" x 12"
3
PLam, Cabinets: Finish Selections TBD
PLam, Countertop: Finish Selections TBD
EXCLUSIONS: Demolition or Repair of Existing Millwork or Cabinetry, Plumbing and electrical components, in wall
blocking, steel, solid surface materials unless spelled out above, 0.3 mil PVC edges, painting, finishing, trim, installation of
materials provided by others, demolition of existing ,+ lifting, hoisting, phasing, AWI and LEEDS certification, LEEDS
(green) products as well as chain of custody requirements NIC unless specified, after hours or weekend installations, any
items not specified above.
QUALIFICATIONS: 100 lb. full extension ball bearing drawer system or as specified in bid documents, Salice or equal 110
degree hinges, 4" brushed chrome wire pulls, Custom Grade flush overlay cabinet construction with line bore for shelf pin
installation, particle board cabinet components with white melamine interiors, Standard Selection Plastic Laminate
exteriors and self edge countertops with 0.5 Mil PVC at door, drawer and panel edges. (Colors to be determined) Price is
good for 45 days from date of quote and if the project begins within 90 days from date of quote.
Please call with any questions or revisions.
Thank You, David Dieffenbach (602) 418-8105 Cell Phone
$2,500.00
$2,500.00
$0.00
Page 153 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 06B Fiberglass Fabrications
Subcontractor/Supplier Name
Status
Fibergate Composite Structures
Recommended
Grating Systems
Proposed
Fiberglass Fabricators
Declined
Geo Supply
Declined
Grating Pacific
Declined
Page 154 of 501
Recommended
Fibergrate
Grating Systems
Fiberglass
Fabricators
Strongwell
Grating Pacific
Scott Elderworth
Garrett Gibson
Anthony Capo
Andy Waadevig
Allen Figueroa
(623) 256-3614
(801) 621-4243
(401) 231-3552
(507) 867-1216
(623) 936-9200
selderworth@fiberg
rate.com
garett@gratingsyste
ms.com
acapo@fibfab.com
awaadevig@strongw
ell.com
afigueroa@gratingpa
cific.com
TOTAL WORK CATEGORY PACKAGE VALUE
$42,734
$47,212
Declined
No Bid
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
No
No
2
Bid Submitted on McCarthy Bid Form
Waiting
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
N/A
5
Surety Company
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
3.500%
1.295%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Waiting
No
11
GL Insurance Company Name
Starr Surplus Lines
Insurnace Company
No
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
No
13
PRL Insurance (If required by the Front Ends)
Waiting
No
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
15
Tier 1 Approved
Yes
No
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
N/A
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
N/A
21
Task Hazard Analysis included for all tasks
N/A
N/A
22
Tie-off above 6' required
N/A
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Waiting
Yes
26
Hold Bid for 150 Days
No
5 Days
27
Pricing good for the duration of the project
No
No
28
Sales Tax Included
No
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
N/A
N/A
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
N/A
N/A
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
N/A
N/A
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
N/A
N/A
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
N/A
N/A
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
N/A
N/A
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
N/A
N/A
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06B - Fiberglass Fabrications
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 155 of 501
Recommended
Fibergrate
Grating Systems
Fiberglass
Fabricators
Strongwell
Grating Pacific
Scott Elderworth
Garrett Gibson
Anthony Capo
Andy Waadevig
Allen Figueroa
(623) 256-3614
(801) 621-4243
(401) 231-3552
(507) 867-1216
(623) 936-9200
selderworth@fiberg
rate.com
garett@gratingsyste
ms.com
acapo@fibfab.com
awaadevig@strongw
ell.com
afigueroa@gratingpa
cific.com
TOTAL WORK CATEGORY PACKAGE VALUE
$42,734
$47,212
Declined
No Bid
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06B - Fiberglass Fabrications
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
N/A
N/A
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
06600 - Fiberglass Fabrications
Yes
Yes
Scope of Work
$10,976
$15,190
$0
$0
$0
42
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 06B - Fiberglass Fabrications, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes - Fab Only
Yes - Fab Only
43
Check to Spec completed and submitted to McCarthy
N/A
N/A
44
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
45
FRP effluent weir plates at AWRF and OWRF Filters (PlastiFab)
$17,928
$17,928
46
Grating at Disc Filter Observation Platforms
Yes
Yes
47
Grating at Reservoirs
Yes
Yes
48
Samples for FRP grating
$120
$120
49
On-site verification of dimensions - Grating and Weirs
$4,500
$4,500
50
All supports and related hardware for grating
Yes
Yes
51
All related hardware for weir plates
Yes
Yes
52
Shop drawings
Yes
Yes
53
Design calculations signed and sealed by a Professional Engineer registered in the
State of Arizona.
$2,500
$2,500
54
Installation of all FRP items per scope
In WC 11K
In WC 11K
55
Shipping shall be FOB jobsite
$1,200
$1,500
56
Unloading & storage
$370
$370
57
Spare Parts per Spec 06600 - 2.9A
$1,500
$1,500
58
Escalation to meet 150 Days Bid Validity - McCarthy Plug
$2,195
$3,000
59
COVID-19 Scope Items
60
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
N/A
N/A
61
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
N/A
N/A
62
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
N/A
N/A
63
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
N/A
N/A
64
All tools and equipment used must be sanitized each day.
N/A
N/A
65
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
N/A
N/A
66
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
67
Personnel are not allowed to carpool to the site or while onsite.
N/A
N/A
Base Bid:
Page 156 of 501
Recommended
Fibergrate
Grating Systems
Fiberglass
Fabricators
Strongwell
Grating Pacific
Scott Elderworth
Garrett Gibson
Anthony Capo
Andy Waadevig
Allen Figueroa
(623) 256-3614
(801) 621-4243
(401) 231-3552
(507) 867-1216
(623) 936-9200
selderworth@fiberg
rate.com
garett@gratingsyste
ms.com
acapo@fibfab.com
awaadevig@strongw
ell.com
afigueroa@gratingpa
cific.com
TOTAL WORK CATEGORY PACKAGE VALUE
$42,734
$47,212
Declined
No Bid
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
06B - Fiberglass Fabrications
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
68
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
N/A
N/A
69
70
End of Scope
71
Bond/CDI Cost
$1,445
$604
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$42,734
$47,212
$0
$0
$0
Page 157 of 501
Fibergrate Composite Structures Inc
5151 Beltline Rd, Suite 1212 ~ Dallas, TX 75254 USA ~ T: 800-527-4043 ~ F: 972-250-1530
Quote No.54326
Quote Type: Fab Per Approval
(original)
Bid Type: Firm
Customer:
McCarthy Building Companies, Inc
Date: April 26, 2021
Address:
6225 N 24TH STREET
Phone: 480-449-4700
PHOENIX, AZ 85016
Fax: (480) 449-4747
Opportunity: City of Chandler
Location: Chandler, AZ.
Fibergrate appreciates the opportunity to bid on your FRP requirement, and offers the following quotation for
your consideration.
Fibergrate is an ISO-9001:2008 certified manufacturer and is one of the original pioneers in the FRP fabrica-
tion industry, having invented fiberglass molded grating in 1965. With more than 50 years of experience in
FRP fabrications , Fibergrate has the experience and capabilities necessary to design, manufacture , and
fabricate the materials for your project to ensure that the assembly at the jobsite will proceed smoothly.
Fibergrate continues its commitment as a leader in the FRP market. All of the FRP products and solutions
offered in this quotation are heavy metal safe. If you have any questions about heavy metals in FRP
products or how they can affect your business, our communities and our environment, please go to our web-
site (www.fibergrate.com) or contact your local Fibergrate Representative.
All material take-offs were derived from request received via email on 4/26/21. No FRP specification section
was available at the time of this quotation.
MATERIALS of CONSTRUCTION:
Vi-Corr® 2" deep 2" square mesh molded grating with meniscus surface, color dark gray.
Non-Domestic 316 Stainless Steel Hardware
SCOPE of WORK:
Fibergrate® will provide the following:
Line Item 1 (AWRF):
- (5) areas of 2" deep molded grating measuring approximately 3' x 10'.
- (50) grating hold down clip assemblies.
***NOTE***
- This line item is to ship to 905 E Queen Creek Rd. Chandler, AZ 85286.
Option 1 for Line Item 1 (AWRF):
- (1) area of 2" deep molded grating measuring approximately 3' x 10'.
- (10) grating hold down clip assemblies.
***NOTE***
- This option is to ship with line item 1 to 905 E Queen Creek Rd. Chandler, AZ 85286.
Line Item 2 (OWRF):
- (4) areas of 2" deep molded grating measuring approximately 3' x 10'.
Page 1 of 3
Page 158 of 501
- (40) grating hold down clip assemblies.
***NOTE***
- This line item is to ship to 3315 South Old Price Rd. Chandler, AZ 85248.
Option 1 for Line Item 2 (OWRF):
- (1) area of 2" deep molded grating measuring approximately 3' x 10'.
- (10) grating hold down clip assemblies.
- This option is to ship with line item 2 to 3315 South Old Price Rd. Chandler, AZ 85248.
NOTES:
Fibergrate reserves the right to a final review of it's quotation prior to accepting a purchase order.
This quotation allows for three (3) sets of Approval & Erection drawings, additional drawings are
available at an additional cost of $5.00 per sheet.
Fibergrate's standard fabrication and manufacturing tolerances will apply as follows:
1.) Cut grating = + 1/8" / - 5/16".
2.) Cut grating may have open or unequal stub bars.
3.) No specifications for design or products were provided with request for quote.
4.) Design criteria and products used in this quotation are per Fibergrate design standards.
5.) No design calculations are included with the quotation.
6.) Design calculations are available with projects requiring approval drawings at an additional charge.
7.) Fibergrate Composite Structures has a manufacturing facility in Stephenville, TX.
8.) Grating will be attached to the structure using provided hold down clip assemblies.
9.) This quotation is based upon customer providing AutoCad drawings to Fibergrate before approval draw-
ings can be started.
10.) All grating notches and penetrations shown on the contract drawing are included in this quotation.
11.) All grating notches and penetrations not shown can be provided at additional cost.
12.) Visit www.fibergrate.com for Company history, literature, catalogs, specifications and product informa-
tion.
EXCLUSIONS:(to be provided by others)
Anchor bolts (including concrete screws used in conjunction with grating hold down clips), installation, field
measurements and any other items not specifically included in the above described "Scope of Work" are to
be provided by others.
PRICING:
Fibergrate will provide prefabricated materials per this quotation for the amount of:
Line Item 1 (AWRF):
$5,439.00
(USD) (tax NOT included)
Option 1 for Line Item 1 (AWRF):
$942.00
(USD) (tax NOT included)
Line Item 2 (OWRF):
$4,595.00
(USD) (tax NOT included)
Option 1 for Line Item 2 (OWRF):
$942.00
(USD) (tax NOT included)
Freight Included in Total Quoted Price for delivery to zip code Chandler.
Freight Included based on One Complete Shipment.
Multiple shipments will result in additional charges to be determined at time of request. Executed change or-
ders will be required prior to release of materials for shipment.
Page 2 of 3
Page 159 of 501
TERMS OF DELIVERY:
Terms of Delivery: FOB Point of Origin
SUBMITTAL REVISIONS: Submittal revisions due to customer requested changes will be billed at a rate of
$60/HR for any additional drafting and/or engineering.
QUOTE VALIDITY: This quotation is firm for acceptance within thirty (30) days from the Bid Date.
SHIPMENT: Prices are firm for shipment within six (6) months of date of receipt of order. After six
(6) months, prices may escalate per the Producer Price Index (PPI) for Finished
Goods as reported at www.bls.gov/ppi. Price will be adjusted at quarterly intervals per
the PPI until material shipment. Executed change orders will be required prior to re-
lease of materials for shipment.
ESTIMATED DELIVERY:
(Lead times to be determined upon receipt of a purchase order.)
Fibergrate Territory Manager:
Scott Elderworth
E-Mail: selderworth@fibergrate.com
Tel: 623-256-3614
Fibergrate Field Sales Manager:
West USA House, Brad Gornik
E-Mail: bgornik@fibergrate.com
Tel: 214-498-5530
This quotation was prepared by:
RDM
Terms of Payment:
net 30
Fibergrate Composite Structures terms and conditions govern this quote. [x] See attached.
Page 3 of 3
Page 160 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 07B Sealants/Thermal Protection
Subcontractor/Supplier Name
Status
RTI Sealants
Recommended
Innovative Contractor
Proposed
Rite Way Thermal
Declined
Den-Mark Specialty
Declined
Firestop Southwest
Declined
Arizona Stucco Systems
Declined
Canyon Plastering & Drywall
Declined
Diversified Interiors
Declined
M & J Caulking and Waterproofing
Declined
Mirage Plastering Inc.
Declined
Page 161 of 501
Recommended
RTI Sealants
Innovative
Contractor
Rite Way Thermal
Den-Mark Specialty Firestop Southwest
Jorge Luquin
Clinton Trauter
Michael Sandvig
Travis Rice
Doug Tyser
757-977-8088
602-888-0470
480-686-8432
602-431-1350
402-676-1254
george@rtisealants
.com
estimating@icontract
orsolutions.com
msandvig@rwtusa.c
om
travis@denmarkcons
t.com
dougt@firestopsouth
west.com
TOTAL WORK CATEGORY PACKAGE VALUE
$11,024
$16,014
No Bid
No Bid
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Waiting
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
N/A
N/A
5
Surety Company
Atlantic Specialty
Insurance Co.
Travelers
6
Surety AM Best Rating (Must be A- or Better)
A+
N/A
7
AM Best Financial Size X($500M to $750M) or higher
Yes
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
2.000%
1.500%
1.295%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
No
11
GL Insurance Company Name
Burlington
Insurance Company
EMC
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
No
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
Yes
No
15
Tier 1 Approved
Yes
Draft
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
Yes
No
18
OSHA Recordable Incident Rate (Current)
2.37
No
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
No
20
Acknowledges updated ladder policy (platform ladders)
Yes
No
21
Task Hazard Analysis included for all tasks
Yes
No
22
Tie-off above 6' required
Yes
No
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
120 days
30 days
27
Pricing good for the duration of the project
Yes
No
28
Sales Tax Included
$199
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Unknown
Project Name: Chandler WRF Improvements
Project No. WW1901.401
07B - Sealants/Thermal Protection
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 162 of 501
Recommended
RTI Sealants
Innovative
Contractor
Rite Way Thermal
Den-Mark Specialty Firestop Southwest
Jorge Luquin
Clinton Trauter
Michael Sandvig
Travis Rice
Doug Tyser
757-977-8088
602-888-0470
480-686-8432
602-431-1350
402-676-1254
george@rtisealants
.com
estimating@icontract
orsolutions.com
msandvig@rwtusa.c
om
travis@denmarkcons
t.com
dougt@firestopsouth
west.com
TOTAL WORK CATEGORY PACKAGE VALUE
$11,024
$16,014
No Bid
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
07B - Sealants/Thermal Protection
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
07840 – Firestopping
Yes
42
07900 – Joint Sealers
Yes
Scope of Work
$3,549
$21,040
$0
$0
$0
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 07B - Sealants/Thermal Protection, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to
the following:
Yes
No
44
Check to Spec completed and submitted to McCarthy
N/A
N/A
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
No
46
All control joints and expansion joints
$97
No
47
All concrete-to-concrete joints
$377
Yes
48
Firestopping
$945
No
49
All penetrations resolving the AWRF Maintenance Building, and OWRF RAS/WAS
pump station from being watertight
Yes
No
50
Around doors and other openings
$553
Yes
51
Building openings
Yes
Yes
52
Five-year warranty from Substantial Completion
Manufacturers
No
53
Materials as required for firestopping assemblies
Yes
Yes
54
Shipping shall be FOB jobsite (AWRF & OWRF)
Yes
No
55
AWRF & OWRF Mobilizations
$1,000
Yes
56
Unloading & storage
N/A
N/A
57
Batt insulation (Covered by other WC)
N/A
-$6,058
58
Sidewalk expansion joints (Covered by other WC)
N/A
-$2,468
59
Safety Manager
$592
N/A
60
Misc Sealants
$3,500
$3,500.00
61
COVID-19 Scope Items
62
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
63
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
64
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
65
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
66
All tools and equipment used must be sanitized each day.
Yes
67
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Base Bid:
Page 163 of 501
Recommended
RTI Sealants
Innovative
Contractor
Rite Way Thermal
Den-Mark Specialty Firestop Southwest
Jorge Luquin
Clinton Trauter
Michael Sandvig
Travis Rice
Doug Tyser
757-977-8088
602-888-0470
480-686-8432
602-431-1350
402-676-1254
george@rtisealants
.com
estimating@icontract
orsolutions.com
msandvig@rwtusa.c
om
travis@denmarkcons
t.com
dougt@firestopsouth
west.com
TOTAL WORK CATEGORY PACKAGE VALUE
$11,024
$16,014
No Bid
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
07B - Sealants/Thermal Protection
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
68
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
69
Personnel are not allowed to carpool to the site or while onsite.
Yes
70
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
71
72
End of Scope
73
Bond/CDI Cost
$212
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$11,024
$16,014
$0
$0
$0
Page 164 of 501
RTI SEALANT SPECIALISTS, INC
1102 E Sage Brush Street
Gilbert, AZ 85286
Office (480) 635-1200
Fax (480) 635-9414
April 7, 2021
estimating@rtisealants.com
Pricing valid for 90 days
Chandler, AZ USA
RTI SEALANT SPECIALISTS INC SUBMITS THE FOLLOWING PROPOSAL:
Per «Addendum No. 1, 2, & 3, & Plans Dated: 03/2021» and «Spec Info Dated: 03/2021»
Division 07 Base Bid
Product
Amount
078400
Firestopping
AWRF Maintenance Bldg
TOW/BOW 1hr
Hilti CP 606
078400 Subtotal
2,049.00
$
079200
Joint Sealant
AWRF Maintenance Bldg
Alum. Window Frames
Sika 2cNS Urethane
AWRF Maintenance Bldg
Hollow Metal Door Frames
Sika 2cNS Urethane
OWRF Sludge Holding
Tank Blower Bldg
Alum. Louver Frames
Sika 2cNS Urethane
OWRF Sludge Holding
Tank Blower Bldg
CMU Wall Vertical CJ's
Sika 2cNS Urethane
OWRF Sludge Holding
Tank Blower Bldg
Hollow Metal Door Frames
Sika 2cNS Urethane
079200 Subtotal
1,500.00
$
Base Bid Total
3,549.00
$
Excluded Items:
Material Prices are subject to 20% Increase on availability & Based on actual building construction schedule start
date & as to project established completion date.
Chandler WRF Improvements - GWP 2
3315 South Old Price Road
jfk
Excessive delays resulting in more than 2 trips per scope/phase could be subject to an additional cost to this proposal. A
change in the price of labor, material, or equipment of more than 5% between the date of this proposal and the date of
installation shall warrant an equitable adjustment in the subcontractor price.
Any additional endorsements above and beyond the provided insurance could be subject to an additional cost to this
proposal.
Any textura or billing app fees are not included and could be subject to an additional cost to this proposal.
Credit for Wrap Insurance. Bond not included. Retainer not to exceed 10%
Any item(s) not included in the Base Proposal. Deviations from above will be subject to a written change order.
MEP Penetrations not included.
Inspections and Testing.
Responsibility for Vapor Transmission and ASR Failures.
Protection of Work.
Gaps larger than those depicted per Plans and Specifications.
CONTACT
PROJECT
McCarthy Building Companies ATTN: Michael Jones
6225 North 24th Street, STE: 200
Phoenix, AZ 85016
480.392.9157
mjones@mccarthy.com
Page 1 of 2
Page 165 of 501
RTI SEALANT SPECIALISTS, INC
1102 E Sage Brush Street
Gilbert, AZ 85286
Office (480) 635-1200
Fax (480) 635-9414
April 7, 2021
estimating@rtisealants.com
Pricing valid for 90 days
Chandler, AZ USA
Chandler WRF Improvements - GWP 2
3315 South Old Price Road
jfk
CONTACT
PROJECT
McCarthy Building Companies ATTN: Michael Jones
6225 North 24th Street, STE: 200
Phoenix, AZ 85016
480.392.9157
mjones@mccarthy.com
Rental Equipment Subtotal
725.00
$
PAYMENT TERMS
1. As a deposit, 50% of the value of the Total Contract Price is due upon project acceptance.
2. Progress payment Invoices will be submitted for the percentage of the contract completed.
3. Payment terms Due Upon Receipt.
4. Past due invoices will be subject to a 2% per month finance charge.
RTI Sealant Specialist, Inc:
Owner/Owner Agent:
By:_____________________________________
By:_____________________________________
Name:__________________________________
Name:__________________________________
Title: ___________________________________
Title: ___________________________________
Date:___________________________________
Date:___________________________________
Acceptance of Proposal / Contract:
The terms, scope of work, specifications and conditions included herein are accepted and RTI
Sealant Specialist Inc is authorized to do the work as specified. All payments will be made as outlined above.
All work to be performed off scaffolding provided by others. If scaffolding is not provided then rental equipment will need
to be added to base bid. Rental amount to be added for this project is listed below:
Page 2 of 2
Page 166 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 08A Metal Doors Frames & Hardware
Subcontractor/Supplier Name
Status
Walters & Wolf
Recommended
Kelley Bros
Proposed
Industrial Corrosion Products
Proposed
DH Pace Company
Declined
D8 Commercial Doors
Declined
Ken Watson Corporation
Declined
LaForce, LLC
Declined
Noding Doors, Inc.
Declined
Amercian Direct
Declined
Isec Inc.
Declined
The Hallgren Co.
Declined
Page 167 of 501
Recommended
Walters & Wolf
Kelley Bros
Ind. Corrosion
Products
DH PACE
Ken Watson
Jeff Aglialoro
Dawn Graves
Bob Hook
Jeff Woodring
Joe Johnson
480-705-6810
602-254-5967
918-557-2042
480-483-1813
623-869-7900
jaglialoro@waltersa
ndwolf.com
dgraves@kelleybros.
com
bobhook79@gmail.c
om
jeff.woodring@dhpac
e.com
jjohnson@kenwatson
corp.com
TOTAL WORK CATEGORY PACKAGE VALUE
$31,482
$32,892
$50,361
No Bid
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
No
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
2/10/2021
2/26/2021
N/A
5
Surety Company
N/A
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost
1.000%
1.200%
1.229%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
No
11
GL Insurance Company Name
Arch Insurance
Company
Cincinnati Insurance
Company
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
A+
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
No
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.53
1.54
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
N/A
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
N/A
21
Task Hazard Analysis included for all tasks
Yes
Yes
N/A
22
Tie-off above 6' required
Yes
Yes
N/A
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
N/A
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
N/A
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
N/A
28
Sales Tax Included
No
No
No
COVID-19 Market Questions
29
How has your workprogram been impacted by the COVID-19 situation? % of work
stopped or delayed by more than 2 weeks?
No
No
No
30
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
32
Have you had any difficulty with employees not wanting to come to work because
of the risk of infection?
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
36
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08A - Metal Doors, Frames, Hardware
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 168 of 501
Recommended
Walters & Wolf
Kelley Bros
Ind. Corrosion
Products
DH PACE
Ken Watson
Jeff Aglialoro
Dawn Graves
Bob Hook
Jeff Woodring
Joe Johnson
480-705-6810
602-254-5967
918-557-2042
480-483-1813
623-869-7900
jaglialoro@waltersa
ndwolf.com
dgraves@kelleybros.
com
bobhook79@gmail.c
om
jeff.woodring@dhpac
e.com
jjohnson@kenwatson
corp.com
TOTAL WORK CATEGORY PACKAGE VALUE
$31,482
$32,892
$50,361
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08A - Metal Doors, Frames, Hardware
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Per Plans & Specifications
Yes
Yes
Yes
38
Division 1 as it relates to this scope of work
Yes
Yes
Yes
39
08110 - Steel Doors and Frames
Yes
Yes
Yes
40
08120 - Aluminum Doors and Frames
Yes
Yes
Yes
41
08211 - Flush Wood Doors
Yes
Yes
Yes
42
08710 - Door Hardware
Yes
Yes
Yes
43
09900 - Painting
Yes
Yes
Yes
Scope of Work
$28,370
$29,702
$49,750
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 08A - Metal Doors, Frames, Hardware, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Furnish ONLY
45
Check to Spec completed and submitted to McCarthy
Yes
Yes
No
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
47
Airport WRF Site - Maintenance Building
48
All Interior Mandoors per drawing A-1.82 and door scehdule on A-1.88
Yes
Yes
Yes
49
All Exterior Mandoors per drawing A1.82 and door schedule on A-1.88
Yes
Yes
Yes
49
Furnish of Door Frames per bid documents
Yes
Yes
Yes
50
Furnish W06 HM Window Frame
In WC 08B
In WC 08B
No
51
Installation of Door Frames for Interior Walls
By WC 09A
By WC 09A
No
52
Installation of Door Frames for Exterior Walls
By WC 13B
By WC 13B
No
53
Furnish and Install Glazing in Doors
By WC 08B
By WC 08B
No
54
Include caulking for doors
Yes
Yes
No
55
Grout Door Frames (Qty: 14)
$2,800
$2,800
No
56
Include weather stripping as required
Yes
Yes
No
57
Temporary Keys for construction
Yes
Yes
Yes
58
Final Keys
Yes
Yes
Yes
59
Door Finish: Factory primed, field finished by Work Category 09E - Paintings and
Coatings
Yes
Yes
Yes
60
Final Cleaning as required
Yes
Yes
No
61
Protect products from damage until substantial completion
Yes
Yes
No
62
Shipping shall be FOB jobsite
Yes
Yes
Yes
63
Unloading & storage
Yes
Yes
No
64
Temporary protection & enclosure
Yes
Yes
No
65
Preventative maintenance
Yes
Yes
No
66
Spare Parts per the Specifications
Yes
Yes
Yes
67
Additional Warranty - 2 years per specification section 08211
Yes
Yes
Yes
COVID-19 Scope Items
68
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
69
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
N/A
70
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
N/A
Base Bid:
Page 169 of 501
Recommended
Walters & Wolf
Kelley Bros
Ind. Corrosion
Products
DH PACE
Ken Watson
Jeff Aglialoro
Dawn Graves
Bob Hook
Jeff Woodring
Joe Johnson
480-705-6810
602-254-5967
918-557-2042
480-483-1813
623-869-7900
jaglialoro@waltersa
ndwolf.com
dgraves@kelleybros.
com
bobhook79@gmail.c
om
jeff.woodring@dhpac
e.com
jjohnson@kenwatson
corp.com
TOTAL WORK CATEGORY PACKAGE VALUE
$31,482
$32,892
$50,361
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08A - Metal Doors, Frames, Hardware
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
71
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
N/A
72
All tools and equipment used must be sanitzed each day.
Yes
Yes
N/A
73
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
N/A
74
Subcontractors with onsite trailers must sanitize trailer interior high contact areas
and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the AHJ.
Yes
Yes
N/A
75
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
N/A
76
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
N/A
77
End of Scope
78
Bond/CDI Cost
$312
$390
$611
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$31,482
$32,892
$50,361
$0
$0
Page 170 of 501
Page 171 of 501
Page 172 of 501
Page 173 of 501
Page 174 of 501
Page 175 of 501
889 North Colorado Street, Gilbert, AZ 85233 Ph: 480] 705-6810 Fax: 480] 705-6815
AZ License – ROC115127 / ROC212169 New Mexico License – ROC89459
April 21, 2021
Proposal #1804 R1
Craig Nagel
McCarthy Building Companies
via email – 1 page total
6225 N 24th St.
cnagel@mccarthy.com
Suite 200
Phoenix, AZ 852016
Re: Chandler WRF Improvements – GMP 02 Chandler, AZ
We are pleased to submit the following proposal for doors, frames, and hardware on the
aforementioned project. This proposal is based on plans dated 3/2021 by Wilson Engineers.
SCOPE: Furnish and install doors, frames, and hardware. (Excludes grouting and installation of HM
welded frames).
METAL FRAMES: BASE BID Total (14) Hollow Metal Welded Frames 30x68
*Alt #3 Total (4) Hollow Metal Welded Frames 3 singles, 1 pr. with transom
METAL DOORS: BASE BID Total (8) Hollow Metal Doors 6 @ 30x68 NVL, 2 @ 30x68 Flush
* Alt #3 Total (6) Hollow Metal Doors 2 Singles with louvers, 1 pr. with
Louvers, 1 pr. with removable transom panel, 1 single NVL
WOOD DOORS: BASE BID Total (6) Marshfield, PL Slice White Maple Stain and Clear Coat
FINISH HARDWARE: BASE BID 4 ea. HDWE Group A, 2 ea. HDWE Groups C, D, E, F & G.
*Alt #3 1 ea. HDWE Groups A & C, 2 ea. HDWE Group B
TOTAL PRICE, MAINTENANCE BLDG FURNISHED AND INSTALLED - $28,370.00
ADD/W06: Furnish 10’x3’ HMF BL , Furnish and Install 10’x3’ IG clear temp glass + $$1,416.00
*ADD/ALT #3: Blower Building see above for material descriptions + $19,088.00
Qualifications:
Excludes bond if required
Work to be completed during normal business hours
Excludes line and low voltage wiring
Excludes Aluminum Exterior Windows
Hollow Metal Welded Frames FOB jobsite
Thank you for the opportunity to bid on this project, we look forward to working with you.
Jeff Aglialoro
Page 176 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 08B Glass & Glazing
Subcontractor/Supplier Name
Status
SGSI Glass & Glazing
Recommended
Carlson Glass Inc.
Proposed
Giroux Glass Inc.
Proposed
Azteca Glass Inc.
Declined
Aluglas
Declined
Desert Breeze Glass LLC
Declined
Coyote Glass LLC
Declined
Walters & Wolf
Declined
Milam Glass Co.
Declined
Suntech Glass Inc.
Declined
Page 177 of 501
Recommended
SGSI Glass &
Glazing
Carlson Glass
Giroux Glass &
Glazing
Azteca Glass Inc
Desert Breeze Glass
LLC
Tim Meadors
Zach Pletcher
Duane Stanley
Billy Skaggs
Cathryn Curcio
623-847-4900
602-292-5616
702-375-7905
602-252-7597
480-752-8191
tim.meadors@sg
siglass.com
zach@carlsonglas
s.com
dstanley@girouxgl
ass.com
billy@aztecaglass
.com
support@desertbr
eezeglass.com
TOTAL WORK CATEGORY PACKAGE VALUE
$12,103
$20,713
$22,926
No Bid
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
2/17/2021
1/21/2021
1/11/2021
5
Surety Company
N/A
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost -
2.900%
1.750%
2.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
Westfield Insurance
Co.
Employers Mutual
Casualty Company
Executive Risk
Indemnity Inc
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A+
A++
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
Yes
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
18
OSHA Recordable Incident Rate (Current)
6.12
0.66
0.75
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
24
Acknowledges Addenda
Yes
Yes
Yes
25
Hold Bid for 150 Days
Yes
Yes
Yes
26
Pricing good for the duration of the project
N/A
N/A
N/A
27
Sales Tax Included
No
No
No
28
COVID-19 Market Questions
29
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
30
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
32
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
36
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
37
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08B - Glass & Glazing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 178 of 501
Recommended
SGSI Glass &
Glazing
Carlson Glass
Giroux Glass &
Glazing
Azteca Glass Inc
Desert Breeze Glass
LLC
Tim Meadors
Zach Pletcher
Duane Stanley
Billy Skaggs
Cathryn Curcio
623-847-4900
602-292-5616
702-375-7905
602-252-7597
480-752-8191
tim.meadors@sg
siglass.com
zach@carlsonglas
s.com
dstanley@girouxgl
ass.com
billy@aztecaglass
.com
support@desertbr
eezeglass.com
TOTAL WORK CATEGORY PACKAGE VALUE
$12,103
$20,713
$22,926
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08B - Glass & Glazing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
Per Plans & Specifications
Yes
Yes
Yes
39
Division 1 as it relates to this scope of work
Yes
Yes
Yes
40
08800 Glazing
Yes
Yes
Yes
41
08120 Aluminum Doors & Frames
Yes
Yes
Yes
42
08511 Aluminum Windows
Yes
Yes
Yes
Scope of Work
$9,647
$17,957
$20,660
$0
$0
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 08B - Glass & Glazing, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Yes
44
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
46
Airport WRF Site - Maintenance Building
46
Furnish & Install - Windows W01, W02, W03, W04, W05 as shown on drawings
A1.82 and Window Schedule A-1.88
Yes
Yes
Yes
47
Furnish & Install - Window W06 as shown on drawings A1.82 and Window
Schedule A-1.88
$1,416
Yes
$1,416
48
Include with all Windows furnished Framing and Hardware
Yes
Yes
Yes
48
Glazing per Door Schedule on A-1.88 for Doors D02, D03, D04, D05, D08 and D11
per schedule
Yes
Yes
Yes
49
Coordination with Work Category 13B for Exterior Windows and structural
framed openings
Yes
Yes
Yes
55
Coordination with Work Category 09A for Interior Windows and structural
framed openings
Yes
Yes
Yes
56
Coordination with Work Category 08A for all Glazing
Yes
Yes
Yes
57
Shipping shall be FOB jobsite
Yes
Yes
Yes
58
Unloading & storage
Yes
Yes
Yes
59
Temporary protection & enclosure
$400
$400
$400
60
Additional Warranty per Spec - 5 Year warranty per section 1.5C in section 08511
$299
$2,000
Yes
61
COVID-19 Scope Items
62
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
TBD
Yes
Yes
63
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
TBD
Yes
Yes
64
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
TBD
Yes
Yes
65
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
TBD
Yes
Yes
66
All tools and equipment used must be sanitzed each day.
TBD
Yes
Yes
67
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
TBD
Yes
Yes
Base Bid:
Page 179 of 501
Recommended
SGSI Glass &
Glazing
Carlson Glass
Giroux Glass &
Glazing
Azteca Glass Inc
Desert Breeze Glass
LLC
Tim Meadors
Zach Pletcher
Duane Stanley
Billy Skaggs
Cathryn Curcio
623-847-4900
602-292-5616
702-375-7905
602-252-7597
480-752-8191
tim.meadors@sg
siglass.com
zach@carlsonglas
s.com
dstanley@girouxgl
ass.com
billy@aztecaglass
.com
support@desertbr
eezeglass.com
TOTAL WORK CATEGORY PACKAGE VALUE
$12,103
$20,713
$22,926
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08B - Glass & Glazing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
68
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
TBD
N/A
N/A
69
Personnel are not allowed to carpool to the site or while onsite.
TBD
Yes
Yes
70
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
TBD
Yes
Yes
71
72
End of Scope
73
Bond/CDI Cost
$341
$356
$450
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$12,103
$20,713
$22,926
$0
$0
Page 180 of 501
Page 181 of 501
Page 182 of 501
Page 183 of 501
Page 184 of 501
Page 185 of 501
1
SGSI GLASS & GLAZING
2350 W. Union Hills Rd, Phoenix, AZ 85027 623.847.4900 X102 FAX 623.847.5001
Contractors license: AZ 267581 L-65 0075820 C8 NV
PROPOSAL
PROPOSAL DESCRIPTION
Glass and glazing only in doors by others 1 type A transom, 4 type C and 6 type B.
Supply and install 5 windows W-1 thru W-5 Clear anodized class 1 with Tinted low
E glass. Includes perimeter sealant. Window will not meet the U-value .33
Glass and glazing only in W-6 hollow metal frame by others.
All exterior is qualified as ¼” Clear, Bronze or Gray with Solarban 60 on # 2.
½” air space
¼” clear
All interior doors shall have ¼” clear tempered.
W-6 shall be glazed with ¼” Clear.
½” air space
¼” clear
Add for 5-year warranty to windows.
Alternate to supply and install 1 piece of ¼” clear tempered at D03 Door at the
Blower Building at the Ocotillo site for Alternate 3
Bond 2.9%
$9,375.00
$299.00
$218.00
$287.00
Specific Exclusions: PE stamp U.O.N, Water Testing U.O.N. Bond, Sunshades, Parking Garage
Glass. Field measuring.Mirrors, Glass Handrails.Skylights. Mock Up
Standard Exclusions: Bond, Glass Shelves, Desk Tops, Case Glass, Sales Tax, Attic Stock,
Mirrors, Skylights, Fire Safing, Insulation, Handrails, Embeds, Gypsum Adaptors. Protection and
Cleaning after Installation, Trash Containers to be provided by the General Contractor or Owner,
Aluminum and Glass not listed in sections above, and Electrical Hardware. Sunshades. Automatic
Doors and Operators and Mockups, U.O.N.
(THIS PROPOSAL MAY BE WITHDRAWN BY SGSI GLASS &GLAZING IF NOT ACCEPTED WITHIN (30) DAYS)
Date:
4.29.21
To:
McCarthy Building
Companies
Attention:
Address
6225 N. 24th St.
Phx, AZ
Telephone:
480.449.4700
Direct
480.828.1202
Email:
Project Name
Chandler WRF
Project Address:
Chandler
Proposal Number:
Revision 4.29.21
From:
Tim Meadors
E-mail
Tim.meadors@sgsiglass.com
Page 186 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 08D Overhead Coiling Doors
Subcontractor/Supplier Name
Status
Miner Corporation
Recommended
DH Pace Company Inc.
Proposed
Cookson Door Sales of Arizona
Proposed
Wayne-Dalton
Proposed
Nationserve Garage Door
Declined
Quality Overhead Door
Declined
Page 187 of 501
Recommended
Miner Corp
Cookson
D.H. Pace
Wayne Dalton
Keven Cross
Mark Montgomery
Darrin Mitchell
Larry Bagan
602-426-1200
480-589-6784
602-721-8461
520-279-4553
kcross@minercorp.
com
mark.montgomery@c
ooksonaz.com
Darrin.Mitchell@dhp
ace.com
lbagan@wayne-
dalton.com
TOTAL WORK CATEGORY PACKAGE VALUE
$32,721
$44,547
$48,125
Incomplete Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
No
No
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
No
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
No
No
Yes
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
4/5/2021
4/15/2021
1/8/2021
No
5
Surety Company
Liberty Mutual
Travelers
Cinncinati Insurance
Co
No
6
Surety AM Best Rating (Must be A- or Better)
A XV
A++
A+
No
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
N/A
9
Bond/CDI Cost
2.500%
2.500%
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
No
11
GL Insurance Company Name
Travelers Prop Cas
Co of Amer
Travelers
Zurich American
Insurance
No
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A++
A++
A+
No
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
Yes
No
16
Tier 2 Approved
N/A
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.95
1.13
2.95
No
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
No
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
No
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
No
22
Tie-off above 6' required
Yes
Yes
Yes
No
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
No
24
Acknowledges Soils Report
N/A
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
No
26
Hold Bid for 150 Days
Yes
Yes
Yes
No
27
Pricing good for the duration of the project
N/A
N/A
N/A
N/A
28
Sales Tax Included
No
No
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
5% -Minor Projects
No
TBD
TBD
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
3% - Due to owner
No
TBD
TBD
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
TBD
TBD
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
TBD
TBD
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
TBD
TBD
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
TBD
TBD
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
TBD
TBD
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08D - Overhead Coiling Doors
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 188 of 501
Recommended
Miner Corp
Cookson
D.H. Pace
Wayne Dalton
Keven Cross
Mark Montgomery
Darrin Mitchell
Larry Bagan
602-426-1200
480-589-6784
602-721-8461
520-279-4553
kcross@minercorp.
com
mark.montgomery@c
ooksonaz.com
Darrin.Mitchell@dhp
ace.com
lbagan@wayne-
dalton.com
TOTAL WORK CATEGORY PACKAGE VALUE
$32,721
$44,547
$48,125
Incomplete Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08D - Overhead Coiling Doors
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
TBD
TBD
38
39
Per Plans & Specifications
Yes
Yes
Yes
No
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
No
41
08331 Overhead Coiling Doors
Yes
Yes
Yes
Yes
42
08710 Door Hardware
Yes
Yes
Yes
Yes
43
09900 Painting
Yes
Yes
Yes
Yes
Scope of Work
$31,473
$34,960
$42,010
$26,514
$0
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 08D - Overhead Coiling Doors, in accordance with
and reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
No
No
No
45
Check to Spec completed and submitted to McCarthy
Yes
No
No
No
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
Yes
47
Airport WRF Maintenance Building
48
Exterior Overhead Doors D01, D06 & D07 per Drawing A1.82 and Door Scehdule
A-1.88
Yes
Yes
Yes
Yes
48
Interior Overhead Door D18 per Drawing A1.82 and Door Schedule A-1.88
Yes
Yes
Yes
Yes
49
Includes Electrical Connections from Motor to Control Stations and Eye Sensor
Yes
$5,000
$5,000
$5,000
50
Coordinate exterior door submittals with Work Category 13B for design framed
openings - Install Frames
Yes
$3,000
Yes
Yes
51
Coordinate with Work Category 09A for Interior Openings
Yes
Yes
Yes
Yes
51
Includes 2 mobilizations
$450
$500
$500
$500
52
Shipping shall be FOB jobsite
Yes
Yes
Yes
Yes
53
Unloading & storage
Yes
Yes
Yes
Yes
53
Temporary protection & enclosure
Yes
Yes
Yes
Yes
54
Bid Valid for 150 Days
Yes
Yes
Yes
$10,000
55
COVID-19 Scope Items
56
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
TBD
TBD
57
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
TBD
TBD
58
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
TBD
TBD
59
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
TBD
TBD
60
All tools and equipment used must be sanitzed each day.
Yes
Yes
TBD
TBD
61
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
TBD
TBD
62
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
N/A
N/A
Base Bid:
Page 189 of 501
Recommended
Miner Corp
Cookson
D.H. Pace
Wayne Dalton
Keven Cross
Mark Montgomery
Darrin Mitchell
Larry Bagan
602-426-1200
480-589-6784
602-721-8461
520-279-4553
kcross@minercorp.
com
mark.montgomery@c
ooksonaz.com
Darrin.Mitchell@dhp
ace.com
lbagan@wayne-
dalton.com
TOTAL WORK CATEGORY PACKAGE VALUE
$32,721
$44,547
$48,125
Incomplete Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
08D - Overhead Coiling Doors
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
63
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
TBD
TBD
64
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
TBD
TBD
65
66
End of Scope
67
Bond/CDI Cost
$798
$1,087
$615
$544
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$32,721
$44,547
$48,125
$42,558
$0
Page 190 of 501
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38,402.65
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2.5
Page 192 of 501
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Page 193 of 501
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Page 194 of 501
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Page 195 of 501
Proposal
Date: 4/15/21 Rev2
Qty
Size
Description
Qty Price
2
14’ x 14’
Cornell ESD20 Insulated Coiling Service Door
•
24ga / 24ga Galvanized Steel Slats
•
Baked Enamel Finish (Manufacturer’s Standard Colors)
•
Structural Steel Angle Guides – Powder Coat Finish
•
Polyurethane Foam Insulation R-8.0
•
20 PSF Wind Load Design
•
1/2 HP Electric Motor Operator
•
Photo Safety Eyes & Bottom Safety Edge
$18,214.00
1
8’ x 8’
Cornell ESD20 Insulated Coiling Service Door
•
24ga / 24ga Galvanized Steel Slats
•
Baked Enamel Finish (Manufacturer’s Standard Colors)
•
Structural Steel Angle Guides – Powder Coat Finish
•
Polyurethane Foam Insulation R-8.0
•
20 PSF Wind Load Design
•
1/2 HP Electric Motor Operator
•
Photo Safety Eyes & Bottom Safety Edge
$4,752.00
1
8’ x 8’
Cornell ERD10 Coiling Fire Door
•
22ga Galvanized Curtain
•
Baked Enamel Finish (Manufacturer’s Standard Colors)
•
Structural Steel Angle Guides – Powder Coat Finish
•
3 Hour Rated UL Labeled
•
Automatic Release Device Ties Into Bldg Alarm
•
1/2 HP Electric Motor Operator
•
Photo Safety Eyes & Bottom Safety Edge
$5,388.00
1
10’ x 10’
Cornell ESD20 Insulated Coiling Service Door
•
24ga / 24ga Galvanized Steel Slats
•
Baked Enamel Finish (Manufacturer’s Standard Colors)
•
Structural Steel Angle Guides – Powder Coat Finish
•
Polyurethane Foam Insulation R-8.0
•
20 PSF Wind Load Design
•
1/2 HP Electric Motor Operator
•
Photo Safety Eyes & Bottom Safety Edge
$5,993.00
5
Above
Miner To Supply Low Voltage Control Wiring
(EMT Conduit, Std Wire & Terminations)
$3,119.00
5
Above
Mechanical Installation
Included
5
Above
Shipping & Handling
Included
TOTAL
$37,466.00
McCarthy Building Companies
Attn: Craig Nagel
913-424-9630
cnagel@mccarthy.com
Re: City of Chandler WRF
PREPARED FOR:
Keven Cross
1156 W. Southern Ave #101
Tempe, AZ 85282
Office: 602-426-1200
Cell: 602-741-3934
kcross@minercorp.com
PREPARED BY:
Page 196 of 501
1
Nagel, Craig
From:
Keven Cross <kcross@minercorp.com>
Sent:
Thursday, April 22, 2021 10:37 AM
To:
Nagel, Craig
Subject:
RE: Chandler WRF - Request for revisions to proposal & bid form
Follow Up Flag:
Follow up
Flag Status:
Flagged
1. Do you have all of the sealing around the doors? – There is vinyl jamb seal at each side, brush header seal &
combo bottom seal/safety edge
2. Does your adder for Electrical include the photo eye sensor? – Photo eyes are included with each door cost. Our
LV wiring includes us handling the photo eyes, safety edge & push buttons (basically everything for the
operators except incoming power).
3. Do you have multiple mobilizations with your proposal? If not can you get me an adder?
a. Two for the base bid Maintenance Building – Add $450 for added mobilization (this is more for us to
rent additional lifts than actual mobilization).
b. One for the Alt 3 Blower Building – Add $350 for added mobilization (this is more for us to rent
additional lifts than actual mobilization).
4. On your scope sheet items 30 and 31 – Covid related questions with 5% and 3% delays/impacts.
a. What projects were those on? Commercial due to owner work stoppage or other reasons? – Early on
we had two projects that were shut down for a week or so to clean because someone on the site
contracted Covid. We have had one project (Lifetime Fitness) that was on hold for two months last year
but then came back on line and finished. There have been a couple that were bid but not awarded that
were put on hold. Honestly, I had more projects in 2020 than in 2019 and 2021 is starting off extremely
busy so all in all I’m not seeing a negative effect (yet).
5. On your scope sheet items 36 and 37 – Covid related questions with issues with suppliers and impacts to supply
chains.
a. What kind of issues have you experienced? Lead time delays? – Major lead time delays on certain
items. Doors went from an average 5 week lead time to 8-10 weeks. Loading dock equipment went from
around 8 weeks to 20+ weeks.
Keven Cross
Account Executive New Construction
Miner Southwest
Mobile: 602.741.3934
Fax: 602-426-0104
www.minercorp.com
From: Nagel, Craig <CNagel@McCarthy.com>
Sent: Tuesday, April 20, 2021 7:32 AM
Page 197 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 09A Drywall
Subcontractor/Supplier Name
Status
Pete King Construction
Recommended
The Berg Group
Proposed
Canyon Plastering & Drywall
Proposed
Cactus Drywall
Declined
CDS Framing
Declined
E&K of Phoenix
Declined
Extreme Drywall Concepts LLC
Declined
MKB Construction Inc.
Declined
NKW Inc.
Declined
PCI
Declined
SEC Drywall LLC
Declined
Page 198 of 501
Recommended
Pete King
Construction
The Berg Group
Canyon Drywall &
Plastering
PCI
CDS
Todd Fife
Drew Christy
John Caroll
Brandon Propp
Brad Fenner
602-390-4304
623-308-4130
602-803-3605
602-793-9296
602-258-0073
todd@pkcaz.com
dchristy@berggroup.
us
john@canyonplasteri
ng.com
brandon.propp@pcg.
com
brad@cdsframing.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$119,345
$151,512
$154,945
No Bid
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
No
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
3/1/2021
4/1/2021
4/7/2020
5
Surety Company
Ohio Casualty
Insurance Co.
North American
Specialty Insurance
Co
RLI
6
Surety AM Best Rating (Must be A- or Better)
A
A+
A+
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost
1.295%
1.295%
1.295%
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
No
11
GL Insurance Company Name
United Speciality
Insurance Co.
Zurich American
Insurance Co
Need Insurance Cert
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A+
No
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
TBD
15
Tier 1 Approved
Yes
Yes
No
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
2.78
2.19
4.00
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
TBD
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
TBD
21
Task Hazard Analysis included for all tasks
Yes
yes
TBD
22
Tie-off above 6' required
Yes
Yes
TBD
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
TBD
24
Acknowledges Soils Report
Yes
Yes
TBD
25
Acknowledges Addenda
Yes
Yes
TBD
26
Hold Bid for 150 Days
Yes
Yes
No
27
Pricing good for the duration of the project
N/A
N/A
N/A
28
Sales Tax Included
No
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
Yes - Commercial
job delays
Yes - commercial
job delays
TBD
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
Unknown
TBD
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
TBD
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
TBD
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
TBD
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
TBD
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Yes - Lead times
Yes - Lead times
TBD
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09A - Drywall
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 199 of 501
Recommended
Pete King
Construction
The Berg Group
Canyon Drywall &
Plastering
PCI
CDS
Todd Fife
Drew Christy
John Caroll
Brandon Propp
Brad Fenner
602-390-4304
623-308-4130
602-803-3605
602-793-9296
602-258-0073
todd@pkcaz.com
dchristy@berggroup.
us
john@canyonplasteri
ng.com
brandon.propp@pcg.
com
brad@cdsframing.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$119,345
$151,512
$154,945
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09A - Drywall
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
TBD
38
39
Per Plans & Specifications
Yes
Yes
No
40
Division 1 as it relates to this scope of work
Yes
Yes
No
41
05051 Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
No
42
06100 Rough Carpentry
Yes
Yes
No
43
07900 - Joint Sealants
Yes
Yes
No
44
09260 - Gypsum Board Assemblies
Yes
Yes
Yes
Scope of Work
$115,289
$147,045
$63,260
$0
$0
45
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 09A - Drywall, in accordance with and reasonably
inferable from the Contract Documents, complete and without exception unless
otherwise noted below, including, but not limited to the following:
Yes
Yes
No
46
Check to Spec completed and submitted to McCarthy
Yes
Yes
No
47
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
48
Airport WRF Maintenance Building
49
Open Office 101 North & East Exterior Walls - Furring and Drywall per details.
Include all framing required for Doors and windows
Yes
Yes
Yes
50
Open Office 101 West Wall - Metal Stud framed wall with drywall on both sides
Yes
Yes
Yes
51
Open Office 101 South Wall - Metal Stud framed wall with drywall on both sides
and insulation. Include all framing needed for Window W06
Yes
Yes
Yes
52
Break 102 North Wall - Furring and Drywall per details. Include all framing for
window W04
Yes
Yes
Yes
53
Break 102 East & West Walls - Metal Stud framed wall with drywall on both sides
Yes
Yes
Yes
54
Break 102 South Wall - Metal Stud framed wall with drywall on both sides and
insulation. Include all necessary inwall rough carpentry for MEP trades and
Casework
Yes
Yes
$950
55
Hall 103 North Wall - Furring and Drywall per details. Include all framing for
Door D04
Yes
Yes
Yes
56
Hall 103 East and West Walls - Metal Stud framed wall with drywall on both
sides. Include all framing for doors D09 and D10
Yes
Yes
Yes
57
Hall 103 - South Wall - Metal Stud framed wall with drywall on both sides.
Include all framing for Door D08
Yes
Yes
Yes
58
Office 104 North & East Walls - Metal Stud framed with drywall on both sides
Yes
Yes
Yes
59
Office 104 South Wall - Metal Stud framed with drywall on both sides with
Insulation. Include inwall blocking as needed for Service Sink on outside of wall
Yes
Yes
$950
60
Office 104 West Wall - Metal stud framed with drywall on one side with
Insulation and Wetboard on W Locker room side
Yes
Yes
Yes
61
Office 105 North Wall - Furring and Drywall per details. Include all framing for
Window W05
Yes
Yes
Yes
62
Office 105 East & South Walls - Metal Stud framed walls with drywall on both
sides
Yes
Yes
Yes
63
Office 105 West Wall - Metal Stud framed wall with drywall on one side with
Insulation. Womens Restroom side to be Wetboard type material.
Yes
Yes
Yes
64
Corridor 106 North, East and West Walls - Metal Stud framed wall with drywall
on both sides and insulation. Include all framing for door openings D13 & D15
Yes
Yes
Yes
Base Bid:
Page 200 of 501
Recommended
Pete King
Construction
The Berg Group
Canyon Drywall &
Plastering
PCI
CDS
Todd Fife
Drew Christy
John Caroll
Brandon Propp
Brad Fenner
602-390-4304
623-308-4130
602-803-3605
602-793-9296
602-258-0073
todd@pkcaz.com
dchristy@berggroup.
us
john@canyonplasteri
ng.com
brandon.propp@pcg.
com
brad@cdsframing.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$119,345
$151,512
$154,945
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09A - Drywall
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
64
Corridor 106 South Wall - Metal Stud framed wall with drywall on both sides and
insulation. Include framed opening as shown
Yes
Yes
Yes
65
Corridor 106 Ceiling - Suspended Hard Lid Ceiling in Corridor
Yes
Yes
$3,500
66
M Lockers 107 All Walls - Metal Stud framed wall with drywall on both sides and
insulation. Include framed openings as shown. Include inwall blocking as
required for locker installation by packaeg 10A
Yes
Yes
$950
66
M Lockers 107 - Suspended Hard Lid Ceiling
Yes
Yes
$4,850
57
M Restroom 108 All Walls - Metal Stud framed wall with drywall on both sides
and insulation. Include framed openings as shown. Include inwall blocking as
required for locker installation by packaeg 10A
Yes
Yes
$2,550
58
M Restroom 108 Ceiling - Suspended Hard Lid Ceiling in Restroom by Drywall.
Include all necessary framing and connections required including one location for
aboveceiling MEP access
Yes
Yes
$6,250
59
W Lockers 109 All Walls - Metal Stud framed wall with drywall on both sides and
insulation. Include framed openings as shown. Include inwall blocking as
required for locker installation by packaeg 10A
Yes
Yes
$950
59
W Lockers 109 - Suspended Hard Lid Ceiling
Yes
Yes
$4,960
60
W Restroom 110 All Walls - Metal Stud framed wall with drywall on both sides
and insulation. Include framed openings as shown. Include inwall blocking as
required for locker installation by packaeg 10A
Yes
Yes
$950
61
M Restroom 110 Ceiling - Suspended Hard Lid Ceiling in Restroom by Drywall.
Include all necessary framing and connections required including one location for
aboveceiling MEP access
Yes
Yes
$6,250
62
Tool Storage 111 North & West Walls - Furring and Drywall per details
Yes
Yes
Yes
63
Tool Storage 111 East Wall - Metal Stud framed drywall on both sides with
Insulation
Yes
Yes
Yes
64
Workshop 112 North Wall - Metal Stud framed drywall on both sides with
insulation. Include all inwall blocking as needed for MEP and other wall secured
items
Yes
Yes
$950
65
Lube Oil Storage 113 West Wall - Furring and Drywall per details
Yes
Yes
Yes
66
Lube Oil Storage 113 North, East & South Walls - Metal Stud framed with drywall
and insulation - 1 hour fire rating for this room. Inlcude all framed openings for
Doors D17 & D18. Include all blocking for MEP trades as required
Yes
Yes
$950
67
Storage 114 North Wall - Metal Stud with drywall on both sides. Include framed
opening for Dust Curtain. Dust Curtain by others.
Yes
Yes
Yes
68
Mezzanine M01 West Wall - Metal Stud with drywall on both sides. Include
framed opening for Door D19
Yes
Yes
Yes
69
Storage M02 North and West Walls - Furring with Drywall per details.
Coordinate and install inwall blocking as needed for storage racks
Yes
Yes
$950
70
Storage M02 East and South Walls - Metal Stud with drywall on both sides
Yes
Yes
Yes
71
Coordinate with other Work Category's to include all inwall blocking required for
the Maintenance Building Interior Walls
Yes
Yes
$550
72
Shipping shall be FOB jobsite
Yes
Yes
Yes
73
Unloading & storage
Yes
Yes
Yes
74
Temporary protection & final touchup
$2,530
$2,530
$2,530
74
Safety
Yes
Yes
$14,860
75
Cost Escalation for 150 Bid Validity
Yes
Yes
$35,805
76
COVID-19 Scope Items
77
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
TBD
78
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
TBD
Page 201 of 501
Recommended
Pete King
Construction
The Berg Group
Canyon Drywall &
Plastering
PCI
CDS
Todd Fife
Drew Christy
John Caroll
Brandon Propp
Brad Fenner
602-390-4304
623-308-4130
602-803-3605
602-793-9296
602-258-0073
todd@pkcaz.com
dchristy@berggroup.
us
john@canyonplasteri
ng.com
brandon.propp@pcg.
com
brad@cdsframing.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$119,345
$151,512
$154,945
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09A - Drywall
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
79
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
TBD
80
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
TBD
81
All tools and equipment used must be sanitzed each day.
Yes
Yes
TBD
82
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
TBD
83
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
TBD
84
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
TBD
85
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
TBD
86
87
End of Scope
88
Bond/CDI Cost
$1,526
$1,937
$1,981
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$119,345
$151,512
$154,945
$0
$0
Page 202 of 501
Page 203 of 501
Page 204 of 501
Page 205 of 501
Page 206 of 501
Page 207 of 501
McCarthy
Tel:
Fax:
Attn: Estimating
Pete King Construction is hereby submitting the following Bid on
Chandler WRF Improvements
Our PROPOSAL to cover the scope and spec sections listed below is:
80,436
$
Light Gauge Metal Studs - 54000
Gypsum Board - 09250
ALTERNATES
FRP at Service Sink
650
$
Add for Batt insulation at interior walls (not at furring)
6,306
$
Cost to hold bid for 150 days
27,897
$
Our bond rate is 1% and our Bid Limit is: Unlimited
We have seen NO addenda on this project. This bid is based on plans dated:
03.01.21
We appreciate the opportunity to bid this project with you. If there are any
questions or concerns, please contact me at: 602-944-4441 or 602-390-4304.
Sincerely,
Todd Fife
Estimator
Bid is void in 30 days!!
April 6, 2021
ARIZONA LICENSE ROC 88836 CR10, ROC 88846 CR34,
ROC 88848 CR36
Page 208 of 501
Pete King Construction - Scope of work for:
Chandler WRF Improvements
We include:
Light gauge metal framing & drywall
* Framing of interior walls and ceilings with drywall per plans
* 5/8" moisture resistant gypsum at wet walls
* Gypsum finish to be smooth
* Furring on all prefabricated exterior walls
We exclude: Bonds, Permits, Wood products, Insulation Products and "Z" Furring,
Engineering, Shop Drawings, Fire Caulk, Firestops, concrete finishes,
specialty coatings, paint
ARIZONA LICENSE ROC 88836 CR10, ROC 88846 CR34,
ROC 88848 CR36
Page 209 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 09B Tile & Resilient Flooring
Subcontractor/Supplier Name
Status
Envision Flooring LLC
Recommended
Creative Design Flooring
Proposed
Wholesale Flooring
Proposed
SKF Tile & Stone
Proposed
Continental Flooring Co. Inc.
Declined
Desert Mountain Tile & Marble
Declined
Scuderi Tile Contractors Inc.
Declined
Page 210 of 501
Recommended
Envision Flooring
Creative Design
Flooring
Wholesale Floors
LLC
SKF Tile & Stone
Berg Group
Robert Ramsey
Kaylee Girard
Brett Dominguez
Faithie Ekbundit
Drew Christy
602-708-3882
480-443-3905
602-502-9030
602-710-7778
623-308-4130
robertr@envisionfl
ooringllc.com
kaylee.girard@creati
vedesignflooring.com
brett@wholesalefloor
s.com
bids@skftile.com
dchristy@berggroup.
us
TOTAL WORK CATEGORY PACKAGE VALUE
$14,556
$21,885
$24,582
Incomplete
Incomplete
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
No
No
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
No
No
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N.A
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
1/25/2021
1/26/2021
2/8/2021
5
Surety Company
Hartford Accident &
Indemnity
CBIC
Berkley Insurance
Co
6
Surety AM Best Rating (Must be A- or Better)
A+
A+
A+
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
N/A
N/A
9
Bond/CDI Cost
1.295%
1.295%
1.295%
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
Yes
Yes
11
GL Insurance Company Name
Selective Insurance
Ohio Security
Insurance
Continental
Insurance Co
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A
A
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.92
1.04
2.32
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
N/A
28
Sales Tax Included
No
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09B - Tile & Resillent Flooring
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 211 of 501
Recommended
Envision Flooring
Creative Design
Flooring
Wholesale Floors
LLC
SKF Tile & Stone
Berg Group
Robert Ramsey
Kaylee Girard
Brett Dominguez
Faithie Ekbundit
Drew Christy
602-708-3882
480-443-3905
602-502-9030
602-710-7778
623-308-4130
robertr@envisionfl
ooringllc.com
kaylee.girard@creati
vedesignflooring.com
brett@wholesalefloor
s.com
bids@skftile.com
dchristy@berggroup.
us
TOTAL WORK CATEGORY PACKAGE VALUE
$14,556
$21,885
$24,582
Incomplete
Incomplete
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09B - Tile & Resillent Flooring
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
38
39
Per Plans & Specifications
Yes
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
yes
Yes
40
09300 Tiling
Yes
Yes
Yes
41
09650 - Resilient Flooring
Yes
Yes
Yes
Scope of Work
$13,770
$21,005
$23,668
$0
$0
42
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 09B - Tile & Resillent Flooring, in accordance with
and reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Yes
43
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
44
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
45
Airport WRF Maintenance Building
46
All Floor and Wall Tiling per drawings and finish schedule on drawing A-1.88
Yes
Yes
Yes
46
All 4" Rubber Base per drawings and finish schedule on drawing A-1.88
Yes
Yes
Yes
47
Sealing of the Concrete Floors included complete
Yes
Yes
Yes
48
Maintenace Materials as called out in 09300 1.3C - Extra Tile and materials - 1%
or no less than 10 of each type
Yes
Yes
Yes
49
Verify and examine subfloor and wall surfaces and walk and document condition
with Construction Manager prior to starting installation
Yes
Yes
Yes
50
Shipping shall be FOB jobsite
Yes
Yes
Yes
51
Unloading & storage
Yes
Yes
Yes
52
Temporary protection & Final Cleaning
$600
$600
$600
53
Spare Parts per the Specifications
Yes
Yes
Yes
54
COVID-19 Scope Items
55
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
56
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
57
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
58
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
59
All tools and equipment used must be sanitzed each day.
Yes
Yes
Yes
60
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
61
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
N/A
62
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
Base Bid:
Page 212 of 501
Recommended
Envision Flooring
Creative Design
Flooring
Wholesale Floors
LLC
SKF Tile & Stone
Berg Group
Robert Ramsey
Kaylee Girard
Brett Dominguez
Faithie Ekbundit
Drew Christy
602-708-3882
480-443-3905
602-502-9030
602-710-7778
623-308-4130
robertr@envisionfl
ooringllc.com
kaylee.girard@creati
vedesignflooring.com
brett@wholesalefloor
s.com
bids@skftile.com
dchristy@berggroup.
us
TOTAL WORK CATEGORY PACKAGE VALUE
$14,556
$21,885
$24,582
Incomplete
Incomplete
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09B - Tile & Resillent Flooring
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
63
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
Yes
64
65
End of Scope
66
Bond/CDI Cost
$186
$280
$314
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$14,556
$21,885
$24,582
$0
$0
Page 213 of 501
Page 214 of 501
Cost Proposal below
shows break out cost
for Maintenance Bldg to
be 13,770.30 Total
cost in bid form is
shown with alternate.
Page 215 of 501
Page 216 of 501
Page 217 of 501
Page 218 of 501
Page 219 of 501
Page 220 of 501
ALTERNATE 3- ONLY
Page 221 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 09C Suspended Acoustical Ceilings
Subcontractor/Supplier Name
Status
Barrett Homes
Recommended
T-P Acoustics Inc.
Proposed
The Berg Group
Proposed
E&K of Phoenix
Declined
MKB Construction Inc.
Declined
PCI
Declined
Sunset Acoustics
Declined
Page 222 of 501
Recommended
Barret-Homes
Contractors
Pena Acoustics LLC
T-P Acoustics Inc
E&K of Phoenix
MKB Construction
Inc.
Steve Kraemer
Jose Pena
Kim DeBacco
Barry Sklenar
Cameron Geske
602-269-2348
623-271-8257
602-390-0452
602-962-6265
602-509-9369
steve.kraemer@bar
ret-homes.com
jpena@penaacoustic
s.com
kim@tpacousticsinc.
com
barry.sklenar@e-
kco.com
cgeske@mkbc.com
TOTAL WORK CATEGORY PACKAGE VALUE
$6,815
$6,972
$12,855
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
3/31/2021
8/26/2020
5/26/2020
5
Surety Company
Merchants Bonding
Company
Western National
Mutual
Western Surety
6
Surety AM Best Rating (Must be A- or Better)
A
A+
A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost
1.295%
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
Selective Fire and
Casualty Company
Union Insurance Co
Hartford Fire
Insurance CO
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A+
A+
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.93
0.69
4.02 - 2019
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
N/A
28
Sales Tax Included
No
No
No
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09C - Suspended Acoustical Ceilings
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 223 of 501
Recommended
Barret-Homes
Contractors
Pena Acoustics LLC
T-P Acoustics Inc
E&K of Phoenix
MKB Construction
Inc.
Steve Kraemer
Jose Pena
Kim DeBacco
Barry Sklenar
Cameron Geske
602-269-2348
623-271-8257
602-390-0452
602-962-6265
602-509-9369
steve.kraemer@bar
ret-homes.com
jpena@penaacoustic
s.com
kim@tpacousticsinc.
com
barry.sklenar@e-
kco.com
cgeske@mkbc.com
TOTAL WORK CATEGORY PACKAGE VALUE
$6,815
$6,972
$12,855
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
09C - Suspended Acoustical Ceilings
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
38
39
Per Plans & Specifications
Yes
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
41
09511 Acoustical Ceilings
Yes
Yes
Yes
Scope of Work
$5,528
$5,683
$7,095
$0
$0
42
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 09C - Suspended Acoustical Ceilings, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to
the following:
Yes
Yes
Yes
43
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
44
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
45
Airport WRF Maintenance Building
46
Acoustical Ceiling Furnish and Install complete per Finish schedule on drawing A-
1.88 inclusive of Rooms 101, 102, 103, 104, 105 & 106
Yes
Yes
Yes
47
Coordinate with Work Category 09A
Yes
Yes
Yes
47
Shipping shall be FOB jobsite
Yes
Yes
Yes
48
Safety
Yes
Yes
$4,560
48
Drop/touchup & QC touchups
$1,200
$1,200
$1,200
49
Unloading & storage
Yes
Yes
Yes
50
COVID-19 Scope Items
51
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
52
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
53
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
54
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
55
All tools and equipment used must be sanitzed each day.
Yes
Yes
Yes
56
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
57
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
Yes
58
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
59
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
Yes
Yes
60
61
End of Scope
62
Bond/CDI Cost
$87
$89
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$6,815
$6,972
$12,855
$0
$0
Base Bid:
Page 224 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of *
(hereinafter called "Bidder")
a **
organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
4/5/21
Barrett-Homes Contractors
Corporation
AZ
#1-3
Page 225 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin
$
.
-
Blower Piping
$
.
-
Blower Ductbank
$
.
-
Filters
$
.
-
Maintenance Bldg
$
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic
$
.
-
RAS/WAS PS
$
.
-
Clarifiers 1& 2
$
.
-
Filters
$
..
-
MCC Replacement
$
..
-
Reservoir
$
..
-
Roads/Sitework
$
..
Sludge Holding/Blwr Bldg $
.
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
5,528.00
Five Thousand Five Hundred
and twenty eight
Acoustical Ceilings
9C
Merchants Bonding Co. (Mutual)
1.5
Page 226 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $
.
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $
.
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $
.
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $
.
ALTERNATE NO. 5:________________________________________
ADD the sum of $
.
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material):
.
Position:
Rate:
.
Position:
Rate:
.
Equipment:
Rate:
.
Equipment:
Rate:
.
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
.67
.65
.93
142,498
121,855
108,532
1
1
0
1.4
1.6
0
Page 227 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
Completed online 3/30/21
Page 228 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Steve Kraemer
Steve.Kraemer@Barrett-Homes.com
Project Manager
PO Box 27310
Phoenix, AZ 85061
602-269-2348
069958
Selective Insurance
Page 229 of 501
Barrett-Homes Contractors
Licenses
P.O. Box 27310
ROC070687
Phoenix, AZ 85061-7310
ROC069958
Phone: 602-269-2348
ROC069959
Fax: 602-269-0844
ROC072334
Serving Arizona Since 1950
“Bid Proposal”
Date:
4/5/2021
Company:
McCarthy Construction
Attention:
Estimating
Job Name:
Chandler WRF Improvements
From:
Steve Kraemer
Plans Dated:
3/2021
Addendum Seen:
0
Delta #:
0
Section/Work Scope: Acoustical Ceilings
Base Bid: $5,528.00
Base Bid Qualifications:
• Furnish and install Armstrong 15/16 steel white grid with 2x4
# 815 Fissured tegular tile as ACT-1 shown on A-1.83.
• Includes installation per local code for seismic design category B
as listed in the structural notes.
• Project designated as new construction with a signed 5005
form exempting the subcontractor from the TPT tax.
2 each 12-gauge slack wires at lights are included for 2x4’ recessed lights only.
These wires are to be tied to the lights by others.
*This bid is good for 30 days.
BHC Bid #:233
BHC Standard Exclusions: Seismic bracing for Zones C, D or E, Lateral Bracing, 45-degree splay wires,
Compression Posts, Perimeter Wires, Sales Tax, Payment/Performance Bond & Permits.
Project Specific Exclusions: Insulation to be by others. Any and all wall treatments.
The above is based upon the utilization of a mutually agreeable contract
Page 230 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 09E - Painting and Coatings
Subcontractor/Supplier Name
Status
Penington Painting Company
Recommended
Revolution Industrial
Proposed
AIMS
Proposed
Murphy Industrial Coating
Declined
PPS
Declined
A-O Painting
Declined
Page 231 of 501
Recommended
PPC
Revolution
Industrial
AIMS
Murphy Industrial
Coating
PPS
Craig Paris
Don Smith
Tim Wilcox
Gilles Bussieres
Tony Bodzioney
480-588-7751
480-347-5065
480-486-9365
480-981-0185
480-825-2413
craigp@teamppc.c
om
dsmith@revolutionin
dustrial.com
twilcox@aimscompa
nies.com
gilles@murphy.ac
tbodz@ppsphx.com
TOTAL WORK CATEGORY PACKAGE VALUE
$347,253
$420,473
$858,178
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
Yes
No
5
Surety Company
North American
Old Republic
Argonaut
6
Surety AM Best Rating (Must be A- or Better)
A+
A+
A-
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
9
Bond/CDI Cost
2.000%
1.440%
2.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
First Liberty
StarNet
Amerisure
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
A+
A
13
PRL Insurance (If required by the Front Ends)
No
No
No
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
Yes
15
Tier 1 Approved
Approved
Submitted
Draft
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
0.61
0.00
.45
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
No
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
Yes
28
Sales Tax Included
N/A
N/A
N/A
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
0%
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
0%
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Yes - there is a
national epoxy raw
supply shortage
No
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
Yes - see above
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
09E - Paintings and Coatings
COMPANY INFORMATION
Work Category:
GMP Date:
Page 232 of 501
Recommended
PPC
Revolution
Industrial
AIMS
Murphy Industrial
Coating
PPS
Craig Paris
Don Smith
Tim Wilcox
Gilles Bussieres
Tony Bodzioney
480-588-7751
480-347-5065
480-486-9365
480-981-0185
480-825-2413
craigp@teamppc.c
om
dsmith@revolutionin
dustrial.com
twilcox@aimscompa
nies.com
gilles@murphy.ac
tbodz@ppsphx.com
TOTAL WORK CATEGORY PACKAGE VALUE
$347,253
$420,473
$858,178
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
09E - Paintings and Coatings
COMPANY INFORMATION
Work Category:
GMP Date:
38
39
Per Plans & Specifications
Yes
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
41
Spec Section 09900
Yes
Yes
Yes
42
Spec Section 09900.1
Yes
Yes
Yes
43
Spec Section 09920
By WC 02B
By WC 02B
By WC 02B
44
Spec Section 09921
Yes
Yes
Yes
Scope of Work
$265,552
$400,287
$786,821
$0
$0
45
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 09E - Painting and Coatings in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Yes
46
Check to Spec completed and submitted to McCarthy
N/A
N/A
N/A
47
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
48
Surface Preparation and Coatings as required in 09900.
Yes
Yes
Yes
49
Areas to be Coated but are not limited to:
Yes
Yes
Yes
50
All exposed process mechanical piping (Excluding SS, Bronze and High Temp
Pipe)
Yes
Yes
Yes
51
Exterior/Interior Doors and Frames
Yes
Yes
Yes
52
Exposed CMU- Interior (AWRF- Blower Building CMU patches)
Yes
Yes
Yes- only some
53
Exposed Structural Steel
Yes
Yes
Yes
54
AWRF- Maintenance Bldg. Steel/Bridge Crane beams
Yes
Yes
Yes
55
AWRF- Filters Monorail Steel
Yes
Yes
No
56
AWRF- Touchup at Filters existing Canopy
Yes
Yes
No
57
AWRF/OWRF- Pipe Supports
$12,960
Yes
Yes
58
OWRF- Filter Canopy and Monorail
Yes
Yes
No
59
Sprinkler Fire Pipe , including Primer
$20,770
$24,345
$19,500
60
RAS WAS floor prep and coatings during 2 month shut down
Yes
Yes
Yes
61
Architectural finishes at AWRF- Maintenance Bldg.
Yes
Yes
Yes
62
Electrical Conduit
Yes
No
Yes
63
HVAC ductwork
Yes
No
Yes
64
Bollards
Yes
Yes
Yes
65
Clarifier 1 & 2 Walkway Beams
Yes
Yes
Yes
66
Multiple Mobilizations
Yes
Yes
3 Only
67
AWRF- Maintenance Bldg. Under Deck Coating
N/A
-$45,158
N/A
68
Concrete Surface Prep where coating are to be applied
Yes
Yes
Yes- Standard only
69
Temp protection and enclosure of work area
Yes
Yes
Yes
70
Cleaning and Prep prior to coating
Yes
Yes
Some
71
Tlock repair at Manhole tie in
$2,373
$2,373
$2,373
72
Vapor Barrier for RAS WAS floor
$6,132
No
No
73
Inspections of all items primed by others
Yes
No
Yes
Base Bid:
Page 233 of 501
Recommended
PPC
Revolution
Industrial
AIMS
Murphy Industrial
Coating
PPS
Craig Paris
Don Smith
Tim Wilcox
Gilles Bussieres
Tony Bodzioney
480-588-7751
480-347-5065
480-486-9365
480-981-0185
480-825-2413
craigp@teamppc.c
om
dsmith@revolutionin
dustrial.com
twilcox@aimscompa
nies.com
gilles@murphy.ac
tbodz@ppsphx.com
TOTAL WORK CATEGORY PACKAGE VALUE
$347,253
$420,473
$858,178
Declined
Declined
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
09E - Paintings and Coatings
COMPANY INFORMATION
Work Category:
GMP Date:
74
Provide floor protection and cleanup required for this scope of work
Yes
Yes
Yes
75
Mock ups as a part of work
Yes
Yes
Yes
76
Pipe Identification Markers
Yes
Yes
No
77
Manholes per Spec 09920
By WC 02B
By WC 02B
By WC 02B
78
Independent 3rd Party NACE Inspections
$7,125
$7,125
$7,125
79
Touch up prior to Final turn over
Yes
Yes
No
80
After hours work
$10,532
$10,532
$10,532
81
Repair of Shop Coatings done by T&M
Yes
No
No
82
Additional surface preparation
$15,000
$15,000
$15,000
83
Coating Manufacture
Tnemec and PPG
?
Tnemec
84
COVID-19 Scope Items
85
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
86
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
87
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
88
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
89
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
90
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
91
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
Yes
92
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
93
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
94
95
Alternate Price: Blasting/Repriming all pre-primed units (Not included in total
above)
$300,000
$300,000
$300,000
96
Alternate Price: Slope RAS/WAS prior to coatings (Not in Total)
$19,414
$19,414
$19,414
97
End of Scope
98
Bond/CDI Cost
$6,809
$5,969
$16,827
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$347,253
$420,473
$858,178
$0
$0
Page 234 of 501
6313 W. Commonwealth Place, Chandler, AZ 85226; Main: 480-588-7751; www.TeamPPC.com; ROC202733
PROPOSAL (R1)
To:
MCCARTHY BUILDING COMPANIES
Date:
April 21, 2021
Attention:
Nicole Azuri
Office:
Industrial
Address:
6225 N. 24th Street
Phoenix, AZ 85016
JOB NAME
JOB ADDRESS
City of Chandler WRF No. W1901.201
Multiple Locations, Chandler, AZ
PROPOSAL SUMMARY
AMOUNT
09900 Painting:
265,552
Base Bid Amount
265,552
Alternates
Add Alt. No. 1: Filter Disc in Basin 7
4,082
Add Alt. No. 2: Clarifier 3 Non-Submerged Steel
4,346
Add Alt. No. 3: Sludge Holding Tanks and Blower Bldg. No. 2
41,595
Add Alt. No. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
0
Add Alt. No. 5: Sloping of RAS floor to drain prior to 09921 Resinous Flooring 19,414
Add Alt. No. 6: Coating large air blower and OWRF Aerations basin pipe supports 12,960
Add Alt. No. 7: Prime and paint fire suppression piping at Maintenance Building 20,770
Add Alt. No. 8: Prime and paint fire suppression piping at Sludge Holding Blower Building 5,027
Total >>>>>>
$373,746
Thank you for your interest in Penington Painting Company for your painting & coating needs. We are pleased to present the following bid for City of
Chandler WRF No. W1901.201, based on plans and specifications dated March 2021, and subject to the following inclusions, exclusions and
qualifications:
INCLUSIONS
1
Interior/exterior painting per plans and specs
2
Painting and labeling of all piping (blasting and priming of above ground piping by others)
3
Intermediate and topcoats of all new steel (Blasting and priming by others)
4
Architectural painting
5
09921 Resinous Flooring
EXCLUSIONS
1
Blasting and painting of all Clarifier submerged materials per Q&A #32
2
Intermediate and topcoats of PEMB steel structure, all to be shop primed per Q&A #73
3
Specification 09920 in its entirety
4
Touch-up of trade damage
QUALIFICATIONS
1
This proposal is valid for 150 days from the above date
2
Payments for completed work shall conform to all Arizona Prompt Payment Statues
Please contact me directly with any questions or further clarification you may need. Thank you again and we look forward to the possibility of becoming
a member of your team and part of the successful completion of the City of Chandler WRF No. W1901.201 project.
Sincerely,
Craig Paris
Vice President Craigp@TeamPPC.com
Page 235 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 10A Identification Devices & Misc. Specialties
Subcontractor/Supplier Name
Status
Mobile Fire Extinguishers Inc.
Proposed
Norcon Industries Inc.
Proposed
Beach Products
Proposed
Ind. Corrosion Products
Proposed
Fastsigns Goodyear
Proposed
PCI
Proposed
Sunset Acoustics
Proposed
AIS Industrial Supply
Proposed
Arizona Warehouse Equipment
Proposed
Bird Barrier
Proposed
Freedom Showers
Proposed
IAC Acoustics Inc
Proposed
MH Storage
Proposed
Grainger
Proposed
McMaster Carr
Proposed
Eckel Sound Wall Panels
Proposed
Partitions and Accessories
Declined
Busy Blinds LLC
Declined
Interstate Interior Systems Inc
Declined
Mountain State Specialities
Declined
Penco Products
Declined
Trademark Visual
Declined
Dave Scott & Associates
Declined
Inter-Co Inc.
Declined
Sierra Sign & Service Inc.
Declined
Page 236 of 501
Recommended
Misc. Vendors
TOTAL WORK CATEGORY PACKAGE VALUE
$99,901
$0
$0
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
No
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
N/A
5
Surety Company
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
1.295%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
11
GL Insurance Company Name
N/A
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
N/A
13
PRL Insurance (If required by the Front Ends)
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
N/A
16
Tier 2 Approved
N/A
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
Yes
29
COVID-19 Market Questions
30
How has your workprogram been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work oppurtunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
Project Name: Chandler WRF Improvements
Project No. WW1901.401
10A - Identification Devices & Misc. Specialities
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 237 of 501
Recommended
Misc. Vendors
TOTAL WORK CATEGORY PACKAGE VALUE
$99,901
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
10A - Identification Devices & Misc. Specialities
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
10400 - Equipment Identification Plates
Yes
42
10425 - Signs
Yes
43
10511 - Metal Lockers
Yes
44
10523 - Fire Protection Specialties
Yes
45
10670 - Metal Storage Shelving
Yes
46
10800 - Toilet, Bath and Laundry Accessories
Yes
44
10825 - Plastic Dust Curtains
Yes
45
11301 - Residential Appliances
Yes
46
12492 - Horizontal Louver Blinds
Yes
Scope of Work
$81,964
$0
$0
$0
$0
48
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 10A - Identification Devices & Misc. Specialities, in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but
not limited to the following:
Yes
49
Check to Spec completed and submitted to McCarthy
Yes
50
1 year warranty from Final Acceptance (Aug 2023)
Yes
51
Ocotillo WRF Site
52
50 Warning type signs per Section 10400 - Ocotillo and Airport combined
Yes
53
Airport WRF Maintenance Building
54
Signs per specs
Yes
55
Eagle Eye bird control device with four propeller bird deterent locations
Yes
56
Fire-Extinguishers - Qty 3
Yes
57
Storage Room 114 - Storage Racks 4'x8'x10' - Qty 17
Yes
58
Storage Room 114 - Storage Racks 4'x6'x10' - Qty 4
Yes
59
Dust Curtain 12'x12' between Workshop area and Storage room 114
Yes
60
PPE Cabinets as shown on drawing A-1.82 in Workshop Area 112 on East Wall
Yes
61
Metal Lockers in Rooms 107 & 109 per plans and specs
By Owner
62
Locker Room 107 & 109 Benches
By Owner
63
Mens Restroom Bathroom Accessories including Lavatory Mirror, Paper tower
dispenser, Water closet grab bars, shower grab bars & Toilet paper dispenser,
soap dispenser, seat cover dispenser
Yes
64
Womens Restroom Bathroom Accessories including Lavatory Mirror, Paper
tower dispenser, Water closet grab bars, shower grab bars & Toilet paper
dispenser, soap dispenser, seat cover dispenser
Yes
64
Shower Stall Insert Kits - Shower Plumbing items by others
Yes
65
Kitchen Appliances per section 11301 in Room 102 including Refrigerator, Ice
Maker and Microwave
By Owner
65
Storage Racks in Room M02 - 1'x3'x6' - Qty 21
Yes
66
Chain Link Ceiling Grid Tool Room
Yes
66
Horizontal Slat style Louver Blinds for Windows W01 through W06
Yes
66
115 V Cord Reel Drops
Yes
Base Bid:
Page 238 of 501
Recommended
Misc. Vendors
TOTAL WORK CATEGORY PACKAGE VALUE
$99,901
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
10A - Identification Devices & Misc. Specialities
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
67
Splash Blocks
Yes
67
Shipping shall be FOB jobsite
Yes
67
Unloading & storage
Yes
68
Escalation
$12,295
68
Preventative maintenance & Final Clean
$4,365
68
Spare Parts per the Specifications
Yes
69
COVID-19 Scope Items
69
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
69
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
70
All personnel onsite must maintain 6'0" spacing between personel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
71
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
72
All tools and equipment used must be sanitzed each day.
Yes
73
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
74
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
75
Personnel are not allowed to carpool to the site or while onsite.
Yes
76
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the apropriate testing and quarantine protocols.
Yes
77
78
End of Scope
79
Bond/CDI Cost
$1,277
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$99,901
$0
$0
$0
$0
Page 239 of 501
10A Specialties
Item Description
Takeoff
Qty
Unit
Labor Total $
Material Total $
Equip Total $
Sub Total $
Total $
Sub/Vendor
Shower Insert Kit
1
Ea.
873
$
3,500
$
4,373
$
FreedomShowers.com
Mirror
1
Ea.
109
$
2,775
$
2,884
$
Beach Products
Soap Dispenser
1
Ea.
55
$
55
$
Beach Products
Toilet Paper Dispenser
1
Ea.
55
$
55
$
Beach Products
Paper Towel Dispenser
1
Ea.
55
$
55
$
Beach Products
Grab Bars - WC
3
Ea.
55
$
55
$
Beach Products
Shower Insert Kit
1
Ea.
873
$
3,500
$
4,373
$
FreedomShowers.com
Mirror
1
Ea.
109
$
109
$
Beach Products
Soap Dispenser
1
Ea.
55
$
55
$
Beach Products
Toilet Paper Dispenser
1
Ea.
55
$
55
$
Beach Products
Paper Towel Dispenser
1
Ea.
55
$
55
$
Beach Products
Grab Bars - WC
3
Ea.
109
$
109
$
Beach Products
Bench
1
Ea.
-
$
-
$
-
$
Owner F&I
Lockers
10
Ea.
-
$
-
$
-
$
Owner F&I
Bench
1
Ea.
-
$
-
$
-
$
Owner F&I
Lockers
10
Ea.
-
$
-
$
-
$
Owner F&I
Microwave
1
Ea.
-
$
-
$
-
$
Owner F&I
Icemaker
1
Ea.
-
$
-
$
-
$
Owner F&I
Refrigerator
1
Ea.
-
$
-
$
-
$
Owner F&I
Louver type Window Blinds
6
Ea.
55
$
1,092
$
1,147
$
Floorever Interiors
1'x3'x'6' Storage Racks
23
Ea.
218
$
14,360
$
14,578
$
Arizona Warehouse Equipment
Chain Link Ceiling Grid
140
Ea.
873
$
3,704
$
4,577
$
McMaster Carr
PPE Cabinets
6
Ea.
328
$
328
$
Arizona Warehouse Equipment
2A-20BC Fire Extinguishers
2
Ea.
109
$
214
$
323
$
Mobile Fire Extinguishers
115 Volt Cord Reel Drops
2
Ea.
109
$
1,090
$
1,200
$
Grainger
Dust Curtain - 12'x12'
1
Ea.
655
$
1,540
$
2,195
$
Industrial Corrosion Products
2A-20BC Fire Extinguisher
1
Ea.
109
$
107
$
216
$
Mobile Fire Extinguishers
4'x8'x10' Storage Racks
17
Ea.
2,184
$
14,234
$
16,418
$
Material Handling and Storage Inc.
4'x6'x10' Storage Racks
4
Ea.
873
$
873
$
Eagle Eye Bird Devices
2
Ea.
437
$
876
$
1,312
$
Eagle Eye
Eagle Pro-Peller Bird scare devices
4
Ea.
437
$
-
$
437
$
Eagle Eye
Splash Blocks
4
Ea.
218
$
200
$
418
$
Lowes/Home Depot
Room and Exit Signs
17
Ea.
873
$
4,786
$
5,659
$
Good Year/Grainger
Both OWRF & AWRF Site and Entrance
59
Ea.
6,551
$
13,500
$
20,051
$
Good Year/Grainger
TOTAL
329
16,486
$
47,251
$
81,964
$
Page 240 of 501
Due to the nature of the materials, dimensions may vary +- 1/2”.
Model APF6232BF5PLR
62 7/16” x 32 1/4” x 79“
5-piece for remodeling
1” barrier free threshold
with pre-leveled and
reinforced shower base
for easy installation
1 molded soap/foot ledge
Durable, luxurious and easy
to clean applied acrylic with
tile pattern
Fully reinforced backing in
walls offers strength and
easy installation of
accessories
Accessories available:
Grab bars, folding shower
seat, collapsible water
retainer, weighted shower
curtain and rod, slide bar
with handheld shower,
pressure balance valve,
caulkless drain
Freedom ADA Roll-In Shower 62” x 32”
www.FreedomShowers.com
1-877-947-7769
Page 1 of 3
Made in America
Shower shown with available accessories Right drain shown
Shower stall comes standard in white
Lifetime Limited Warranty
Made in America
Shower is ADA compliant when installed with available ADAAG accessories.
Page 241 of 501
FREE
OM SHOWERS
www.FreedomShowers.com
Due to the nature of the materials, dimensions may vary +- 1/2”.
Submittal Data
Product Features
- 62 7/16” x 32 1/4” x 79”
- Interior Dimension: 60 1/16” x 74”
- 5-piece for remodeling
- 1” Barrier free threshold with pre-leveled and
reinforced shower base for easy installation
- 1 Molded soap/foot ledge
- Fully reinforced backing on walls
- Durable, luxurious and easy to clean
applied acrylic with tile pattern
- Textured slip-resistant floor
- Left or right drain location
Code Compliance
- ADA
- IPC International Plumbing Code
- UPC Uniform Plumbing Code
- ANSI Z124.2 Standards for Plastic Showers
- NAHB
- HUD
- FHA
- CSA
Optional Accessories (Installed at job site)
- Collapsible Water Retainer
- Folding Shower Seat
- Caulkless Drain
- Grab Bars
- Shower Rod and Curtain
- Pressure Balance Valve with
hand-held Shower and Slide Bar
MODEL: APF6232BF5PLR
Freedom ADA Roll-In Shower
Page 2 of 3
THRESHOLD VIEW
Made in America
83”
4
79”
31”
2
14”
1.0”
Seam
Molded
Ledge
62
81”
2
16
7”
60 1”
16
321”
4
16”
161”
4
1/2”
1.0”
1.0”
Finished
Floor
1”
8
2
1/8”
Page 242 of 501
FREE
OM SHOWERS
www.FreedomShowers.com
Due to the nature of the materials, dimensions may vary +- 1/2”.
A
B
C
D
Enclosure
Height
10” x 10” x 1/2” Deep
Recess
www.FreedomShowers.com
1-877-947-7769
Page 3 of 3
Fiberglass Shower
Silicone Bead
Integral Self-Locating
Metal Guide Pins
Integral Self-Locating
Metal Guide Pins
Shower
Pan
Wall
Panel
Wall
Board
Wood
Backing
Mounting
Screw
Stud Line
A
B
C
D
6232 5P 62 11/16”
8 9/16”
32 1/4”
16”
Made in America
MODEL: APF6232BF5PLR
Freedom ADA Roll-In Shower
Submittal Data - Installation
Page 243 of 501
Page 244 of 501
Estimate
Date
4/19/2021
Estimate #
5600
Name / Address
McCarthy Building Companies
Craig Nagel
7930 Sante Fe Dr #200
Overland Park KS 66204
Arizona Warehouse Equip.
4570 N Oraibi Pl.
Tucson, AZ 85749
Terms
Project
Price is valid for 30 days
Signature
Phone #
520-886-8863
Fax #
Total
Subtotal
Sales Tax (6.1%)
Description
Qty
Rate
Total
New shelving for Mezzanine area (30) beaded front posts (14) Back
Angle Posts (16) T posts (30) side sway braces (19 Back sways
Braces (117) Extra Heavy Duty Shelves 12x36 (60) foot plates
1
4,200.00
4,200.00T
Installation and assembly for shelving
1
1,280.00
1,280.00
Freight for shelving FOB Apapka FL
1
1,100.00
1,100.00
Dura Tough All-Welded Heavy Duty Combination Cabinet Classic
4 shelves
6
975.00
5,850.00T
Freight FOB Memphis TN
1
1,950.00
1,950.00
Quote is valid for 30 days. Expires 5-20-2021
1
0.00
0.00
_____________________________________
$14,993.05
$14,380.00
$613.05
Page 245 of 501
562-692-5911
562-695-2323 (fax)
la.sales@mcmaster.com
McCarthy Building Co Inc
Quote
Date
1901 Olinghouse Rd
67053
4/26/21
Wadsworth NV 89442
Quotation
Page 1 of 1
McMaster-Carr Supply Company
Your order is subject only to our terms and conditions, available at www.mcmaster.com or from our Sales Department.
Line
Product
Quantity
Available
Price
Total
1
6719T182
Wire Partition, Hinged Door Panel, 10 Feet High x
4 Feet Wd, Swings Left
1
each
today
(ships via freight)
395.26
each
395.26
2
6719T165
10 Feet High x 5 Feet Wd Wall Panel for Wire
Partition
6
each
today
(ships via freight)
169.29
each
1,015.74
3
6719T163
10 Feet High x 3 Feet Wd Wall Panel for Wire
Partition
2
each
today
(ships via freight)
140.28
each
280.56
4
6719T247
10 Feet High Right-Angle Corner Post for Wire
Partition
4
each
today
(ships via freight)
36.01
each
144.04
5
6719T262
10 Feet High Line Post for Wire Partition
2
each
today
(ships via freight)
80.11
each
160.22
6
6719T155
Wire Partition, Hardware Kit for 10 Feet and 12
Feet High Panel
8
each
today
8.50
each
68.00
7
6719T201
Wire Partition, Shoe
9
each
today
5.88
each
52.92
8
6719T222
6 Feet Top Cap Railing for Wire Partition
7
each
today
23.04
each
161.28
9
6719T761
5'x 10'Roof Panel for Wire Partition
2
each
today
(ships via freight)
195.27
each
390.54
10
6719T117
Wire Partition, Wall Angle for 10 Feet High
Complete Partition
4
each
today
(ships via freight)
38.46
each
153.84
Merchandise
$2,822.40
Applicable shipping charges and tax will be
added.
Merchandise prices good through 5/26/21.
Page 246 of 501
Mobile Fire Extinguisher, Inc.
QUOTATION
SHIPPING TO:
QUOTE ISSUED TO:
QUOTE DATE
YOUR ORDER #
ENTERED BY
SECTION
SHIPPED VIA
PAYMENT TERMS
610 N. Eckhoff Street
Orange, CA 92868
Phone: 714-940-0771 Fax#: 7149400781
Fed Tax ID: 33-0445577
4/1/2021
Tyler Sommers-Smith
Net 30 days
10523
UPS
#: Q2210401-01
10523
Section:
MCCARTHY BUILDING CO., INC.
20401 S.W. BIRCH ST. #300
NEWPORT BEACH CA 92660
Phone#: 949.851.8383 949.756.6841
CHANDLER WRF IMPROVEMENTS
CHANDLER AZ
In accordance with your request, we are pleased to submit the following quotation subject to the terms and conditions
noted below. This quote is good for 60 days from the quote date.
Quantity
Item #
Description
Disc
Tax
Price
Amount
$48.50
6
Amerex, 5 lb. 2A10BC UL Rated Fire Extinguisher
$291.00
500
%
$3.50
6
Sign, Fire Extinguisher Inside, Self Adhesive Vinyl, 4"x4"
red/white
$21.00
BL105
%
$55.00
6
JL Ind, White, Galvanized Steel, Full Break Acrylic Panel with
Cylinder Lock, Classic Series, Surface Mounted Cabinet
$330.00
99G
%
@#
$0.00
FREIGHT:
$140.00
TOTAL:
$782.00
SPECIAL
NOTES:
QUOTE IS PER PLAN NOTES AND LOCATIONS.
FURNISH F.O.B. JOBSITE - NO INSTALL.
$0.00
OTHER:
$0.00
SUBTOTAL:
$642.00
0.00% TAX:
OTHER TAX:
Page 1 of 1
Unless specifically itemized, product installation is not included in the above quotation.
Page 247 of 501
1
Nagel, Craig
From:
Brian Harms <brian@mhstorage.com>
Sent:
Friday, April 23, 2021 5:22 PM
To:
Nagel, Craig
Subject:
Re: Chandler WRF Airport Facility - Maintenance Building - Storage Shelving
Hey Craig,
Here is your budgetary pricing on your pallet rack and shelving requirements:
Materials to make 13 bays 8' wide with 2 beam levels
2 bays 12' wide with 2 beam levels
Pallet Rack manufactured by Hannibal FOB Southern California
QTY 18 Uprights 10' x 42" Deep 14 Gauge All welded frames
QTY 52 8' x 2-1/2" Face 16 Gauge Beams 2,212 lb capacity per pair
QTY 144" x 5" Face 14 Gauge Beams 4,613 lb capacity per pair
QTY 64 Wire Decks 42" Deep x 46" Wide 2,500 lb capacity
Shelving manufactured by Western Pacific FOB Southern California
QTY 21 36" Wide x 12" Deep x 6' Tall Shelving Units with 6 Solid Shelf levels
Total cost for materials Budgetary Price $11,734
Freight is additional - billed at cost
Seismic anchors are additional
Once you get further towards constructing the project, we can get the pricing dialed in. I based the pallet rack off quick
ship pricing and I imagine
steel should settle down in the next 6 to 8 months.
Let me know if you have any questions.
To your success,
Brian Harms
Material Handling & Storage, Inc.
(480) 773-1118
brian@mhstorage.com
Page 248 of 501
2
http://www.mhstorage.com
On Wed, Apr 21, 2021 at 6:30 AM Nagel, Craig <CNagel@mccarthy.com> wrote:
Brian,
At this time we need to make some assumptions for our pricing.
For the weight figure the heaviest item on a pallet would be a pump motor which could weigh up to 400 lbs.
Let’s go with the standard 42” depth and combine the racks around the doorway for a 12’ length instead of the 8’ and
6’.
Hope that helps answer your questions to get me some budgets this week. We also are submitting these questions to
the owner but it may be a few days before they respond.
Email me or call my cell phone if you need anything else to pull together a number for me.
Thanks for your help,
Craig Nagel
Sr. Estimator
McCarthy Building Companies, Inc.
7930 Santa Fe Drive, Suite 200 | Overland Park, KS 66204
Direct: 913-202-7017
Mobile: 913-424-9630
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
Page 249 of 501
3
From: Nagel, Craig
Sent: Monday, April 19, 2021 8:56 PM
To: brian@mhstorage.com
Subject: Chandler WRF Airport Facility - Maintenance Building - Storage Shelving
Brian,
Jeff Clarkson gave me your contact information to see if you could provide some pricing for the storage shelves we
have at the Chandler Airport WRF project.
There are 4 – 4’ deep x 6’ wide x 10’ tall
19 – 4’ x 8’ x 10’
23 – 1’ x 3’ x 6’
Take a look at the specs attached and the layout drawing and give me a call in the morning if you have a few minutes to
discuss.
Craig Nagel
Sr. Estimator
McCarthy Building Companies, Inc.
7930 Santa Fe Drive, Suite 200 | Overland Park, KS 66204
Direct: 913-202-7017
Mobile: 913-424-9630
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
*** This electronic mail message, including attachments, is intended only for the person or
entity to which it is addressed and may contain confidential and/or privileged material. Any
unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents
of this information, is prohibited. If you received this e-mail in error and are not the intended
Page 250 of 501
Airport Water Reclamation Facility (PARTIAL)
Reference: 20210330-110825583
Quote created: March 30, 2021
Quote expires: June 28, 2021
Quote created by: Matthew Eargle
matt.eargle@birdbarrier.com
Products & Services
Item & Description
SKU
Quantity
Unit Price
Total
Eagle Eye Wind Kit (Gold)
EE-1WS deprecated in favor of EE-
1WG
ee-1wg-4
1
$264.05
$264.05
EE Propeller (Silver)
ee-pps-4
6
$96.30
$577.80
Eagle Eye Extension Pole
ee-xp6-4
2
$16.90
$33.80
Subtotals
One-time subtotal
$875.65
Total
$875.65
Questions? Contact me
Matthew Eargle
matt.eargle@birdbarrier.com
Bird Barrier America, Inc.
20925 Chico Street
Carson, CA 90746
US
McCarthy Building Companies,
Inc.
1341 Rock Hill Road
St. Louis, MO 63124
United States
Craig Nagel
Sr. Estimator
cnagel@mccarthy.com
913-202-7017
Page 251 of 501
Ocotillo Site (PARTIAL)
Reference: 20210330-111228718
Quote created: March 30, 2021
Quote expires: June 28, 2021
Quote created by: Matthew Eargle
matt.eargle@birdbarrier.com
Products & Services
Item & Description
SKU
Quantity
Unit Price
Total
Eagle Eye Wind Kit (Gold)
EE-1WS deprecated in favor of EE-
1WG
ee-1wg-4
1
$264.05
$264.05
EE Propeller (Silver)
ee-pps-4
1
$96.30
$96.30
Eagle Eye Extension Pole
ee-xp6-4
1
$16.90
$16.90
Subtotals
One-time subtotal
$377.25
Total
$377.25
Questions? Contact me
Matthew Eargle
matt.eargle@birdbarrier.com
Bird Barrier America, Inc.
20925 Chico Street
Carson, CA 90746
US
McCarthy Building Companies,
Inc.
1341 Rock Hill Road
St. Louis, MO 63124
United States
Craig Nagel
Sr. Estimator
cnagel@mccarthy.com
913-202-7017
Page 252 of 501
Requested By: Craig Nagel
Email: cnagel@mccarthy.com
Work Phone: 913-424-9630
Salesperson: Yolanda Ross
Entered By: Yolanda Ross
NO.
Product Summary
QTY
UNIT PRICE
UNIT PRICE
AMOUNT
1
Self Luminous Exit Signs - Single Sided
7
$597.88
$597.88
$4,185.16
1.1
Custom Product - S -
Part Qty: 1
Width: 1.00"
Height: 1.00"
Text:
Illumination Technology
Tritium gas is a form of hydrogen,
which naturally illuminates the color
green when placed in glass tubes and
mixed with a phospohorous chemical.
Construction
Self Luminous Exit Signs feature
tritium gas that is enclosed within
shatter-proof borosilicate glass tubes.
The tubes are then enclosed within an
impact-resistant thermoplastic
housing that features a clear
polycarbonate faceplate which is 1/8"
thick. The sign is sealed by a tamper-
proof, snap together design that
protects it from vandalism while
providing a sturdy enclosure.
Maintenance building x7
Blower building x4
2
Self Luminous Exit Signs - Double Sided
7
$1,191.28
$1,191.28
$8,338.96
Bill To:
McCarthy Building Companies, Inc.
6225 North 24th Street
Suite 200
Phoenix, AZ 85016-2037
US
Pickup At: FASTSIGNS Goodyear
600 N Bullard Ave
Suite 7
Goodyear, AZ 85338
US
DESCRIPTION: Chandler WRF Improvements
ESTIMATE
EST-44308
PO Number:
Payment Terms: Cash Customer
More than fast. More than signs. ®
fastsigns.com/456
600 N Bullard Ave
Suite 7
Goodyear, AZ 85338
(623) 536-0575
Created Date: 3/25/2021
Generated On: 3/29/2021 2:51 PM
Page 1 of 4
Page 253 of 501
2.1
Custom Product - S -
Part Qty: 1
Width: 1.00"
Height: 1.00"
Text:
Illumination Technology
Tritium gas is a form of hydrogen,
which naturally illuminates the color
green when placed in glass tubes and
mixed with a phospohorous chemical.
Construction
Self Luminous Exit Signs feature
tritium gas that is enclosed within
shatter-proof borosilicate glass tubes.
The tubes are then enclosed within an
impact-resistant thermoplastic
housing that features a clear
polycarbonate faceplate which is 1/8"
thick. The sign is sealed by a tamper-
proof, snap together design that
protects it from vandalism while
providing a sturdy enclosure.
Maintenance building x7
Blower building x4
3
ADA Signs (x12) - Room Signs (Braille)
12
$54.83
$54.83
$657.96
3.1
ADA Signage -
Part Qty: 1
Width: 8.00"
Height: 5.00"
Text:
Room 101 - Open
Room 102 - Break
Room 104 - Office
Room 105 - Office
Room 107 - Mens Locker
Room 109 - Womens Locker
Room 113 - Lube Oil Storage
Room M02 - Storage
Room 101 - Blower Room
Room 102 - Electrical Room
4
ADA Signs (x2) 6" x 9" Restroom (Braille)
2
$79.835
$79.835
$159.67
4.1
ADA Signage -
Part Qty: 1
Width: 6.00"
Height: 9.00"
Text:
Room 108 - Mens Restroom
Room 110 - Womens Restroom
5
ADA Signs (x57) 14" x 10" (Braille) - Notice, Danger,
Caution, Safety Signs
57
$187.7932
$187.7932
$10,704.21
Generated On: 3/29/2021 2:51 PM
Page 2 of 4
Page 254 of 501
5.1
ADA Signage -
Part Qty: 1
Width: 14.00"
Height: 10.00"
Text:
14" x 10" mix of Notice, Danger,
Caution and Safety Signs x50
14" x 10" Caution Non-Potable Water -
Do Not Drink x5
14" x 10" Hot Surface Do Not Touch
x1
7" x 3.5" Hot Surface Do Not Touch
x1
Price and size may changed once text
is confirmed per the ADA
requirements for signs.
6
Printed Polymetal 14" x 10" (x57) - Notice, Danger,
Caution, Safety Signs
57
$19.0196
$19.0196
$1,084.12
6.1
Polymetal 3mm -
Part Qty: 1
Width: 14.00"
Height: 10.00"
Sides: 1
Text:
Mix of :
Danger signs, Caution, Notice and
Safety Signs x50
Caution: Non-Potable Water , Do Not
Drink x5
Hot Surface Do Not Touch x2
7
Metal 1/2" letters for Front Entrance - 5" tall - Airport
Water Reclamation Facility
1
$2,269.73
$2,269.73
$2,269.73
7.1
Custom Product - S -
Part Qty: 45
Width: 5.00"
Height: 5.00"
Text:
1/2" Painted Aluminum
5" tall
Pattern
City of Chandler Airport
Water Reclamation Facility
8
Metal 1/2" letters for Front Entrance - 5" tall - Ocotillo
Water Reclamation Facility
1
$2,315.58
$2,315.58
$2,315.58
Generated On: 3/29/2021 2:51 PM
Page 3 of 4
Page 255 of 501
8.1
Custom Product - S -
Part Qty: 46
Width: 5.00"
Height: 5.00"
Text:
1/2" Painted Aluminum
5" tall
Pattern
City of Chandler Ocotillo
Water Reclamation Facility
9
Installation - TBD
1
$0.00
$0.00
$0.00
9.1
Install - S -
Text:
Installation to be determined
Subtotal:
$29,715.39
Taxes:
$2,644.67
Grand Total:
$32,360.06
Signature:
Date:
Generated On: 3/29/2021 2:51 PM
Page 4 of 4
Page 256 of 501
1
Nagel, Craig
From:
jas@eckelusa.com
Sent:
Thursday, April 22, 2021 8:13 AM
To:
Nagel, Craig
Subject:
RE: Chandler Arizona Waste Facility Project - Sound absorbent wall panels
Craig,
You would be safe to use $15/SF for custom panels.
Thanks,
Jim
From: Nagel, Craig <CNagel@McCarthy.com>
Sent: Thursday, April 22, 2021 9:09 AM
To: jas@eckelusa.com
Subject: RE: Chandler Arizona Waste Facility Project - Sound absorbent wall panels
Can you give me a rough idea of what it could cost to provide custom panels vs standard?
I can work on the panel layout but thought that might be worth waiting till I get better direction from the owner.
Craig Nagel
Sr. Estimator
McCarthy Building Companies, Inc.
7930 Santa Fe Drive, Suite 200 | Overland Park, KS 66204
Direct: 913-202-7017
Mobile: 913-424-9630
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
From: jas@eckelusa.com <jas@eckelusa.com>
Sent: Thursday, April 22, 2021 7:58 AM
To: Nagel, Craig <CNagel@McCarthy.com>
Subject: RE: Chandler Arizona Waste Facility Project - Sound absorbent wall panels
Craig,
We supply the mounting brackets but not whatever anchor is needed to attach the brackets to the wall. We don’t do
panel layouts, so if you can give me the quantity and sizes of panels needed I can price those.
Thanks,
Jim
From: Nagel, Craig <CNagel@McCarthy.com>
Sent: Thursday, April 22, 2021 8:19 AM
Page 257 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11C Vertical Turbine
Subcontractor/Supplier Name
Status
JCH
Recommended
Hennesy Mechanical Sales
Proposed
Phoenix Pump - ABS Sulzer
Declined
Capital Pump
Declined
DXP
Declined
Page 258 of 501
11C - Vertical Turbine Pumps
5/4/2021 Rev 6/21/2021
Recommended
JCH
Hennesy Mech Sales
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Ed Martin
Jeff Pals
Will Swartz
Caitlin Petty
Sam McFadden
(602) 243-0585
602-996-9408
(480) 626-5257
480-243-2081
(602) 726-8470
egm@jchinc.com
Jeff@hennesymech.
com
wswartz@cpepumps.
com
caitlin.petty@dxpe.c
om
smcfadden@phoenix
pumps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$152,913
$93,235
NO BID
NO BID
NO BID
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
No
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
No
No
5
Surety Company
Cincinnati Casualty
Co
Merchants Bonding
Co
6
Surety AM Best Rating (Must be A- or Better)
Yes
Yes
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
9
Bond/CDI Cost
1.295%
2.600%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Cincinnati Casualty
Co
Colony Insurance Co
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
No
No
14
Pollution Insurance (If required by the Front Ends)
No
No
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
N/A
N/A
18
OSHA Recordable Incident Rate (Current)
N/A
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
N/A
21
Task Hazard Analysis included for all tasks
N/A
N/A
22
Tie-off above 6' required
N/A
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
28
Sales Tax Excluded
Yes
Yes
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
COMPANY INFORMATION
Work Category:
GMP Date:
Page 259 of 501
11C - Vertical Turbine Pumps
5/4/2021 Rev 6/21/2021
Recommended
JCH
Hennesy Mech Sales
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Ed Martin
Jeff Pals
Will Swartz
Caitlin Petty
Sam McFadden
(602) 243-0585
602-996-9408
(480) 626-5257
480-243-2081
(602) 726-8470
egm@jchinc.com
Jeff@hennesymech.
com
wswartz@cpepumps.
com
caitlin.petty@dxpe.c
om
smcfadden@phoenix
pumps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$152,913
$93,235
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
COMPANY INFORMATION
Work Category:
GMP Date:
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
Spec Section 01300 - Submittals
Yes
Yes
42
Spec Section - 01640 Materials and Equipment
Yes
Yes
43
Spec Section - 01650 Starting of Systems
Yes
Yes
44
Spec Section - 03600 - Grout
Yes
Yes
45
Spec Section - 05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
46
Spec Section - 09900 - Painting
Yes
Yes
47
Spec Section - 10400 - Equipment Identification Plates
Yes
Yes
48
Spec Section - 11295 Hydraulic Valves
Yes
Yes
49
Spec Section - 11310 - Vertical Turbine Pump
Yes
Yes
50
Spec Section - 13447 - Electric Motor Actuators
Yes
Yes
51
Spec Section - 15990 - Testing, Adjusting and Balancing
Yes
Yes
52
Spec Section - 16161 - Control Panels
Yes
Yes
53
Spec Section - 16225 - Electric Motors 250 Hp or Less
Yes
Yes
Scope of Work
$147,700
$88,679
54
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11C-Vertical Turbine Pumps, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
55
Check to Spec completed and submitted to McCarthy
Yes
No
56
1 year warranty from Final Acceptance (Aug 2023); 5 Year Warranty on Motor
Yes
$750
57
Unit of Responsibility for pump can, pump, and motor
Yes
Yes
58
Approved motor manufacturer per spec 16225
Yes
Yes
59
Pre-Installation inspection prior to pump install
Yes
Yes
60
Provide suction bell with anti vortex baffles and strainer
Yes
No
61
Provide vanes cast into bowl
Yes
Yes
62
Discharge vent
Yes
Yes
63
Provide 3/4" drain
By WC 15A
By WC 15A
64
Axial Flow Impeller type
Yes
Yes
65
Shop tests to be witnessed by Registered Professional Engineer and provide
sealed copies of pump curves. Submittal to be approved before shipment
Yes
Yes
66
Approved Manufacturer
Cascade
Fairbanks Morse
67
Pump to handle water between 35 and 115 degrees Fahrenheit
Yes
Yes
68
Provide equipment safety guards as specified in Section 15050
Yes
Yes
69
Provide PMP-419-006 (Mixed Liquor Return)
Yes
Yes
70
Pump rated for 8500 GPM at 18' of head and 79% minimum efficiency
Yes
Yes
71
Motor to be 460 Volt/3 Phase/60 Hz & TEFC Enclosure
Yes
Yes
72
Source Testing to be Performance Level 2 and Noise Test Level 1 Per Spec
Yes
Yes
Base Bid:
Page 260 of 501
11C - Vertical Turbine Pumps
5/4/2021 Rev 6/21/2021
Recommended
JCH
Hennesy Mech Sales
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Ed Martin
Jeff Pals
Will Swartz
Caitlin Petty
Sam McFadden
(602) 243-0585
602-996-9408
(480) 626-5257
480-243-2081
(602) 726-8470
egm@jchinc.com
Jeff@hennesymech.
com
wswartz@cpepumps.
com
caitlin.petty@dxpe.c
om
smcfadden@phoenix
pumps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$152,913
$93,235
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
COMPANY INFORMATION
Work Category:
GMP Date:
73
Performance Test - Performance Level 1, Vibration Level 2, Noise Level 1 per
specification
$2,500
Yes
74
Provide spare parts per specification 11310
Yes
Yes
75
Provide all oil/lubrication required for pre-start up
Yes
Yes
76
Testing of coating to be performed at jobsite arrival
Yes
Yes
77
Field testing per section 3.3 of specification 11310
Yes
Yes
78
Provide lifting lugs for proper installation
Yes
Yes
79
Provide all anchors and epoxy required for the installation of the equipment
$800
$1,500
80
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
Yes
81
Shipping shall be FOB jobsite
Yes
Yes
76
O&M's per specification section 01781
Yes
Yes
77
Training: Minimum 1 Trip for 4 hours (Not Including Travel Time)
Yes
Yes
78
Performance testing: Per Spec 11310 - Vertical Turbine Pumps (Shop Tests)
Yes
Yes
79
Startup days/trips included: Minimum 2 trips and 4 (8) Hour days (Not Including
Travel Time)
Yes
Yes
80
Cost per additional day/trip: 1 Trip for 1 (8 HR) Day
$1,200/8 hr. day
No
81
COVID-19 Scope Items
82
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
83
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
84
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
85
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
86
All tools and equipment used must be sanitized each day.
Yes
Yes
87
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
88
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
89
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
90
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
91
92
End of Scope
93
Bond/CDI Cost
$1,913
$2,306
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$152,913
$93,235
$0
Cascade meets the specifications 100% while the Fairbanks model does not meeting the
specification requirement of a 20" column and discharge, and is providing a 16".
Page 261 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of *
(hereinafter called "Bidder")
a **
organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
APRIL, 7, 2021
JAMES,COOKE AND HOBSON, INC.
CORPORATION
TEXAS
4
Page 262 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
SECTIONS 15441,11311.1, 11314, 11310,11371 AND 11375
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin
$
.
-
Blower Piping
$
.
-
Blower Ductbank
$
.
-
Filters
$
.
-
Maintenance Bldg
$
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic
$
.
-
RAS/WAS PS
$
.
-
Clarifiers 1& 2
$
.
-
Filters
$
..
-
MCC Replacement
$
..
-
Reservoir
$
..
-
Roads/Sitework
$
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
33,488.00 SUMP PUMPS
147,700.00 IMLR PUMP
22,325.00 SUMP PUMPS
318,731.00 RAS AND WAS PUMPS
348,460.00 FINE BUBBLE AERATION
11217
1,192,728.00
ONE MILLION ONE HUNDRED
NINETY TWO THOUSAND SEVEN HUNDRED TWENTY EIGHT
3,266.00 SAMPLE PUMP
Page 263 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $
.
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $
.
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $
.
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $
.
ALTERNATE NO. 5:________________________________________
ADD the sum of $
.
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material):
.
Position:
Rate:
.
Position:
Rate:
.
Equipment:
Rate:
.
Equipment:
Rate:
.
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
235,186.00 BLOWERS
83,572.00 COARSE BUBBLE AERATION
174,230.00 FINE BUBBLE 2 BASINS ONLY
Page 264 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
X
EM
EM
EM
EM
EM
EM
EM
EM
EM
Page 265 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Edward Martin
egm@jchinc.com
ITS Sales Engineer
3501 e. Broadway Road
Phoenix, AZ. 85040
(602) 243-0585
Cincinati Casualty Co.
Edward Martin
Page 266 of 501
JAMES, COOKE & HOBSON, INC.
3501 E Broadway Rd, Phoenix, AZ.85040
Phone: 602-586-1439
Fax: 602-276-5402
E-mail: egm@jchinc.com
MARCH. 24, 2021
REVISED
To: McCARTHY CONSTRUCTION
Quotation #: 081320-1EGM
Job Name: CHANDLER WRF
Attn: KIM
Location: CHANDLER, AZ
Ph:
Quotation by: ED MARTIN
Unless otherwise stated: Prices are firm for 30 days from bid date, payment terms are NET 30 DAYS from shipment. Interest shall
accrue at 1.5% per month on past due amounts per month. Any taxes are additional. Items included are only listed below. Please
review carefully
QTY
DESCRIPTION
TOTAL
SPECIFICATION SECTION 11311.1 – SUBMERSIBLE DRY PIT PUMPS
3
FLYGT MODEL NT3301 SUBMERSIBLE DRY PIT SEWAGE PUMPS WITH 85HP,
460V-3PH MOTOR, 60 FEET OF POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR
TEMPERATURE MONITOR, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE,
IMPELLER CODE 624, CAST IRON PUMP STAND
3
12” X 14” LONG RADIUR SUCTION ELBOW WITH 6” CLEAN OUT
3
SPARE PARTS: BASIC REPAIR KITS INCLUDING (1) SET OF MECHANICAL SEALS, (1) SET OF
BEARINGS AND (1) SET OF “O” RINGS, (1) IMPELLER WEAR PLATE.
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$288,901.00
SPECIFICATION SECTION 11314 – END SUCTION CENTRIFUGAL PUMPS
WAS PUMPS
QTY
2
FLYGT CONCERTOR 6020 MODEL NZ100 SUBMERSIBLE PUMP WITH 7.5HP, 460V-3PH MOTOR, INTEGRAL VFD, 60
FEET OF POWER CABLE, FLS, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE, 4” SUCTION AND
DISCHARGE.
2
Z STAND WITH SERVICE CART AND RAIL
2
SPARE PARTS: BASIC REPAIR KIT
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$29,830.00
Page 267 of 501
Cont.
SPECIFICATION SECTION 11310 – VERTICAL TURBINE PUMPS
PUMP TAG NO. PMP-419-006
CAPACITY 8500 GPM
HEAD 18 FEET
1
CASCADE MODEL 16AF-1 STAGE AXIAL FLOW PUMP WITH 20” DIAMETER ABOVE BASE DISCHARGE FLANGE
WATER FLUSH LUBRICATION, STAINLESS STEEL COUPLING GUARDS, 316SS FASTENERS, 416SS LINE SHAFT
416SS LINE SHAFT BOLTED COUPLINGS, MECHANICAL SEAL, ALUMINUM BRONZE IMPELLER, STAINLESS STEEL
FLUSH LINE TO THE SUCTION BOWL BEARING, ROUND BASE PLATE, FOUR PIECE COUPLING, SPECIAL PAINT,
AND ALL ITEMS PER ORIGINAL CASCADE DESIGN AND MATERIALS OF CONSTRUCTION.
1
60HP, 900RPM, 460V-3PH VERTICAL SOLID SHAFT ELECTRIC MOTOR WITH TEFC ENCLOSURE, PREMIUM
EFFICIENT DESIGN, WINDING THERMOSTATS, INVERTER DUTY,
1
FACTORY PERFORMANCE TEST
1
SPARE PARTS: (1) SET OF LINE SHAFT BEARINGS, (1) MECHANICAL SEAL, (1) SET OF MOTOR BEARINGS
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……..$147,700.00
SPECIFICATION SECTION 11371 – POSITIVE DISPLACEMENT BLOWERS
QTY
3
KAESER ROTARY BLOWER MODEL COM-PAK HB950C, 175HP POSITIVE DISPLACEMENT BLOWER PACKAGE
WITH SOUND ENCLOSURE W/ VENT FAN, INLET SILENCER W/FILTER (GRADE G4), OIL DRAINS W/BALL
VALVES, V-BELT DRIVE W/ AUTOMATIC BELT TENSIONER, IP 55 TEFC INVERTER DUTY DRIVE MOTOR (NPE),
DISCHARGE SILENCER, PRESSURE RELIEF VALVE, VIBRATION ISOLATORS, FLEXIBLE CONNECTOR ON THE
DISCHARGE, FLAP STYLE CHECK VALVE (PLATE), DISCHARGE TEMPERATURE GAUGE W/SWITCH,
DISCHARGE PRESSURE GAUGE, INLET FILTER DIFFERENTIAL PRESSURE GAUGE, INLET FILTER
DIFFERENTIAL PRESSURE SWITCH, OIL LEVEL SWITCH, BEARING GREASE, OMEGA BLOWER 220
SYNTHETIC OIL AND (3) SPARE INLET FILTERS. REQUIRES CONTROLS.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………..$235,186.00
SPECIFICATION SECTION 15441 SUMP PUMPS
AWRF – SG-001-FB, SG-002-FP AND SG-003-FB
OWRF - SG-004-FB AND SG-005-FB
QTY
5
FLYGT NS3085 SUBMERSIBLE SOLIDS HANDLING PUMPS WITH 2.2HP, 460V-3PH MOTOR 50 FEET OF
POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR TEMPERATURE MONITOR, HI-CHROME
HARD IRON IMPELLER AND IMPELLER WEAR PLATE, IMPELLER CODE 463
5
SIMPLEX CONTROL PANELS WITH NEMA 4X NON-METALLIC ENCLOSURE
15
FLYGT ENM-10 LEVEL SWITCHES
5
STAINLESS STEEL FLOAT BRACKETS
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………………$55,813.00
SPECIFICATION SECTION 11217 SAMPLE PUMPS
QTY
1
GOULDS SELF PRIMING SHALLOW WELL JET PUMP J+, MODEL J10 CAPABLE OF 25 FEET OF SUCTION LIFT AND 10
FEET DISCARGE WITH 1HP, 115V-1PH MOTOR.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……………..$3,266.00
Page 268 of 501
Cont.
SPECIFICATION SECTION - 11375 AERATION SYSTEMS AND 11376 COARSE BUBBLE AERATION SYSTEM
MANUFACTURER – XYLEM SANITAIRE
SEE ATTACHED SANITAIRE PROPOSAL
FINE BUBBLE AERATION $348,460.00
COARSE BUBBLE AERATON $83,572.00
TOTAL LUMP SUM …….$1,192,728.00
NOTES:
•
The above price is firm for 150 days. After such time it may be subject to review. Shipment has been estimated
at Approx. 12 - 14 weeks for submersible pumps and +/- 23 weeks for vertical turbine pump after receipt of
purchase order and/or approved submittal drawings.
•
Price includes: Freight to the job site off loaded by-others. Submittal drawings and start-up supervision and
Manufactures standard Warranties.
•
Prices do not include: Sales tax
•
Thank you for this opportunity to be of service. If you have any questions regarding this quotation or any
other matter, Please do not hesitate to call.
Page 269 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11D Mixers
Subcontractor/Supplier Name
Status
Invent
Recommended
No other bidders per City request.
Page 270 of 501
Recommended
Invent
*Sole Source
Marcel Huijboom
per specifications
(201) 248-6724
mhuijboom@invent-
et.com
TOTAL WORK CATEGORY PACKAGE VALUE
$317,719
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
No
5
Surety Company
No
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Hartford Fire
Insurance Co.
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
No
16
Tier 2 Approved
N/A
17
Safety Items:
N/A
18
OSHA Recordable Incident Rate (Current)
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
21
Task Hazard Analysis included for all tasks
N/A
22
Tie-off above 6' required
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
24
Acknowledges Soils Report
N/A
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Excluded
Yes
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11D - Submersible Mixers
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 271 of 501
Recommended
Invent
*Sole Source
Marcel Huijboom
per specifications
(201) 248-6724
mhuijboom@invent-
et.com
TOTAL WORK CATEGORY PACKAGE VALUE
$317,719
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11D - Submersible Mixers
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
Spec Section 03600 - Grout
Yes
42
Spec Section 05051 - Anchor Bolts, Toggle Bolts, & Concrete Inserts
Yes
43
Spec Section 09900 - Painting
Yes
44
Spec Section 10400 - Equipment Identification Plates
Yes
45
Spec Section 11221 - Submersible Mixers and Accessories
Yes
46
Spec Section 13447 - Electric Motor Actuators
Yes
47
Spec Section 16161 - Control Panels
Yes
48
Spec Section 16225 - Electric Motors 250 Hp or Less
Yes
Scope of Work
$312,600
49
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11D-Submersible Mixers, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
50
Check to Spec completed and submitted to McCarthy
Yes
51
1 year warranty from Final Acceptance (Aug 2023)
$17,800
52
(8) New submersible mixers; Includes dry installed, heavy-duty speed reducer,
electric motor, baseplate, shaft, and mixer body
Yes
53
Reuse (8) existing mounting bases
No
54
Unit of Responsibility for proper coordination with bases
Yes
55
Specification Guarantee, Section 1.4 D in Spec Manufacturer responsible to
correct any deficiencies as maybe necessary at no additional cost
No
56
Mounting frames & brackets
Yes
57
Anchor bolts
Yes
58
Level 3: Equipment Performance Testing
Yes
59
Independent Vibration Testing - Level 3
Yes
60
Noise Test: Level 3
Yes
61
Mixer Body& Shaft to be FRP or 316 stainless; pitched blad to be composite or
SST ASTM A276, Type 316
Yes
62
Bolted connections to be 316 SST
Yes
63
Motor to be 5 HP, 460/60Hz/3 Phase
Yes
64
All components to be coated per spec 09900-Painting
Yes
65
Written factory test report before shipment including: 1. Mixer body, motor
rating, and electrical connection checked 2. Mixers to be vacuum tested to
establish sealing integrity 3. Mixers to be run to determine correct shaft rotation,
thrust direction, and power consumption 4. Mixers to be inspected for oil
seepage/water infiltration, insulation, defects, and motor resistance
Yes
66
Furnish all necessary oil and grease required prior to operation
Yes
67
4 Hours of Maintenance Training Included
Yes
68
4 Hours of Operations Training Included
Yes
69
Provide Motor Factory tests per Section 1.2C in Spec 16225
Yes
Base Bid:
Page 272 of 501
Recommended
Invent
*Sole Source
Marcel Huijboom
per specifications
(201) 248-6724
mhuijboom@invent-
et.com
TOTAL WORK CATEGORY PACKAGE VALUE
$317,719
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11D - Submersible Mixers
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
70
Provide 5 year warranty for motor
Yes
71
Provide lifting eye on motor if more than 50 lbs.
Yes
72
Perform field testing on motor per section 4.2 in spec 16225
Yes
73
Provide controls as shown on P&ID I-3.02; Disconnect, LCP, High Temp sensor
Yes
74
Provide lifting lugs for proper installation
Yes
75
Provide all anchors and epoxy required for the installation of the equipment
Yes
76
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
77
Shipping shall be FOB jobsite
Yes
78
Preventative maintenance procedures
Yes
79
O&M's per specification section 01781
Yes
80
Spare Parts & Special tools per the Specifications
Yes
81
Manufactures Services
Yes
82
Startup days/trips included: Minimum 2 Site Visits and 3 (8) hour days. Not
including travel time.
Yes
83
Cost per additional trip for 2 (8) Hour Days
$4,600/Trip 2 Days
84
Cost per additional day while technician is on site
$1,100/Day
85
GMP 1 Early Submittal
-$16,743
86
COVID-19 Scope Items
87
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
88
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
89
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
90
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
91
All tools and equipment used must be sanitized each day.
Yes
92
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
93
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
94
Personnel are not allowed to carpool to the site or while onsite.
Yes
95
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
96
97
End of Scope
98
Bond/CDI Cost
$4,062
TOTAL WORK CATEGORY PACKAGE VALUE
$317,719
Only one vendor was solicited per specifications and city.
Page 273 of 501
i n n o v a t i o n f o r n a t u r e
Page 1 of 21
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Submitted to:
Mc Carthy Contractors
Project:
City of Chandler, Ocotillo WWTP,
Section 11221 – Hyperbolic Mixers
Budget Proposal 90%
INVENT Environmental Technologies Inc.
By: Ing. Marcel Huijboom
218 Little Falls Road, Units 7 & 8
Cedar Grove, NJ 07009
Tel:
973 571 2223
Cell: 201 248 6724
Http://www.invent-et.com
Page 274 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 2 of 21
Contents
1
Exception and Remarks on the 90% Specification ............................................................... 3
1.1
Remarks to Sections 11221 .......................................................................................................... 3
2
Design Basis ....................................................................................................................... 4
2.1
Application .................................................................................................................................. 4
2.2
Wastewater Properties ................................................................................................................. 4
2.3
Plant Data Anoxic Zones .............................................................................................................. 4
3
Technical Description of the HYPERCLASSIC- Mixer Evolution 7 ........................................ 5
3.1
General Description ..................................................................................................................... 5
3.2
Design ......................................................................................................................................... 6
3.3
Main Advantages ......................................................................................................................... 7
4
Detailed Description and Material Specifications ................................................................ 8
4.1
Geardrive..................................................................................................................................... 8
4.2
Mounting base ............................................................................................................................. 9
4.3
Shaft ............................................................................................................................................ 9
4.4
Hyperboloid Mixer Body .............................................................................................................. 9
5
Scope of Supply ................................................................................................................ 10
5.1
HYPERCLASSIC Mixer Configuration ......................................................................................... 10
6
Mixer Layout Anoxic Zones ............................................................................................... 11
6.1
Remarks ..................................................................................................................................... 12
7
Budgetary Pricing 90% ..................................................................................................... 13
7.4
HyperClassic Mixer - DEDUCT .................................................................................................. 13
8
Commercial conditions ..................................................................................................... 15
8.1
Guarantee ................................................................................................................................. 15
8.2
Delivery Time ............................................................................................................................. 15
8.3
Delivery Terms ........................................................................................................................... 15
8.4
Terms of Payment for goods (EXW) ............................................................................................ 15
8.5
Period allowed for payment ....................................................................................................... 15
8.6
Binding period of quote ............................................................................................................. 15
9
Commercial conditions ..................................................................................................... 16
Attachment A – Mixer Layout Drawing..................................................................................... 21
Page 275 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 3 of 21
1
Exception and Remarks on the 90% Specification
1.1 Remarks to Sections 11221
Chapter 11221-1.5-A-4
Shop detailed drawings will not be provided as they are not relevant for the project.
Chapter 11221-2.5-C
INVENT normally supplies Electric motors of SEW Eurodrive, these reliable electric motors
will be a combined motor gearbox of reliable design.
>> INVENT will propose a deduct for the use of the standard SEW motor gearbox combina-
tion.
Chapter 11221-2.5-D
The Motor Gearbox will be supplied factory coating .
Chapter 11221-2.5-E
The INVENT Mixers will not have Bearing Housing.
Chapter 11221-2.5-F
The INVENT Mixers will not have a Mixer assembly mounting Bracket included. The Mixers
will be supplied including a base plate.
Chapter 11221-2.5-G
The INVENT Mixers will not have a Mounting Frame included.
Chapter 11221-2.6-A
The Motor Gearbox will be supplied factory coating .
Chapter 11221-2.7-C
Rotation and rotational direction can only be checked on site.
Chapter 11221-3.3-A-1-4
INVENT Mixer are not submerged and therefore listed test are not applicable and not includ-
ed in our proposal.
Page 276 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 4 of 21
2
Design Basis
2.1 Application
The HYPERCLASSIC Mixing System ensures complete mixing and prevents sedimentation at
the lowest possible energy consumption.
2.2 Wastewater Properties
- Origin of the Wastewater:
municipal
- Medium:
activated sludge
- MLSS:
5,000 ppm
- Sludge Volume index (SVI):
≥ 120
ml/g
- Temperature:
68
°F
- Total Dissolved Solids (TDS):
2,000 ppm
- pH-Value:
6 - 8
2.3 Plant Data Anoxic Zones
- No. of basins:
8
- Basin type:
rectangular
- Length:
37.25 ft
- Width:
30.25 ft
- Water depth:
26.5
ft
- Freeboard:
2.0
ft
- Basin volume:
0.223 Mgal
Page 277 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 5 of 21
3
Technical Description of the HYPERCLASSIC- Mixer Evolution 7
3.1 General Description
The hyperboloid HYPERCLASSIC- Mixing System is a unique mixing system which provides
excellent suspending and homogenization in anaerobic or anoxic tanks for biological phos-
phorus removal or denitrification. Besides application in water and wastewater treatment it
can be used in many other mixing applications.
Error! Reference source not found. shows how the hyperboloid HYPERCLASSIC- Mixing
System works in a diagram of the system with dry mounted drive in a typical tank, which can
be rectangular or round. The characteristic features of the system are the hyperboloid form
and the position of the drive. In addition, the flow induced by the mixer is streamlined. The
circulation flow in the tank is characteristically generous and in a radial direction starting from
the mixer itself, creating a high turbulent flow near to the bottom of the tank to ensure that
sedimentations are reliably whirled up again.
Figure 1: Diagram showing a Hyperboloid-Mixer with a top mounted drive
Page 278 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 6 of 21
3.2 Design
The HYPERCLASSIC Mixer consists of a non-clogging Hyperboloid-body, a shaft and a mo-
tor with a mounting base. The mixer is supplied including all necessary parts for the assembly
on either a steel or a concrete bridge. The individual parts are easy to install and guarantee
quick installation. Error! Reference source not found. shows the design in detail.
1. Position 1:
Drive unit with parallel shaft helical gear and high efficiency motor for reliable
and efficient operation under heavy duty
2. Position 2:
Mounting base
3. Position 3:
Bridge (not part of the INVENT Scope of supply)
4. Position 4:
Shaft
5. Position 5:
Optimized Hyperboloid mixer body evolution 7
6. Position 6:
Rubber buffers for shock absorbing bearing
Figure 2: Exploded view on a Hyperboloid Mixer with top mounted drive
HYPERCLASSIC Mixers are always dimensioned in such a way that a bottom bearing is not
needed. This means that no parts requiring maintenance are located under water.
Page 279 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 7 of 21
3.3 Main Advantages
Due to the above mentioned functional principle and design the HYPERCLASSIC- Mixing Sys-
tem evo7 has serious advantages versus conventional mixers.
Mechanical Advantages
Non-clogging Hyperboloid-body with integrated and optimized transport
ribs for optimum fluid acceleration.
All parts under water show high resistance against chloride.
No maintenance relevant parts under water.
No upward driving forces or vibrations on the bridge.
Hyperboloid mixer body is made from high-strength impact resistant
polymer material
Process Advantages
The Hyperboloid mixer-body is shaped according to the streamlines of
the flow. This prevents any flow separation and guarantees highest effi-
ciency.
The mixer is bottom mounted and therefore provides the highest energy
input where sedimentation has to be avoided and sludge flocs have to
be whirled up.
The large diameter allows for low speeds and even energy distribution in
the tanks. This ensures complete suspension and full homogenization.
A large diameter and low speed also guarantee high energy efficiency
and low shear. The sludge flocs cannot be harmed or destroyed.
Oxygen input via the surface and aerosols production do not occur due
to minimized surface turbulence.
If the HYPERCLASSIC- Mixing System evo7 is used in series with multi-
ple -mixers per basin the design can be influenced in such a way that vir-
tual walls between the mixers are produced. This improves retention time
and avoids high civil construction costs since no separation walls have to
be built.
Page 280 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 8 of 21
4
Detailed Description and Material Specifications
4.1 Geardrive
The drives for the HYPERCLASSIC Mixers evo7 are exclusively so-called parallel shaft helical
geared motors from renowned manufacturers. The drives normally have a high-quality corro-
sion protection coating, robust weather protective hood, humidity and acid protection of the
winding (tropical protection) and optional PTC resistor for thermal protection of the motor.
The gear is rated for a long bearing service life and for adverse operating conditions. The
driving shaft is mounted in a hollow shaft and secured by means of a hex screw. The torque is
transmitted by a feather key connection. The hollow shaft is covered and sealed with a special
hollow shaft cap. The design is shown in Figure 3.
Figure 3: Connection of the Shaft and the Gearbox
The material of the gearbox housing is cast iron covered with a high-quality epoxy coating
having. It is connected to the mounting base using a flange connection with stainless steel
nuts and bolts.
The motor is a robust three phase squirrel cage motor with helical gear from a renowned
manufacturer produced for highly efficient operation having the following specifications:
weather protection hood
increased protection of the winding against humidity and acid
inner corrosion protection of motor
high-quality protective varnishing against corrosion
protection type IP55
ISO-class F
The gearbox is built as a parallel helical gear shaft with the following specifications:
a calculated lifetime L10 of the bearings of approximately 100,000 h
high-quality protection against corrosion
covered hollow shaft
Page 281 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 9 of 21
4.2 Mounting base
The mounting base of a HYPERCLASSIC Mixer consists of a gear base plate mounted in
rubber buffers connected permanently to the bridge by bolted connection (see Figure 4). The
gear plate is designed as a distortion-proof steel structure with an impact-proof powder-
coated surface. The plate can be leveled out using the threaded bolts which can be adjusted
in height. The rubber buffers absorb starting-up jolts, prevent any transfer of vibrations to the
bridge and constitute the galvanic separation of the mixer from its surroundings.
The mounting base can be supplied with two different fastening sets: a fastening set for
concrete bridges with threaded rods and chemical reaction anchors which are permanently
anchored in the concrete, and a fastening set with through bolts for connecting to steel bridg-
es or girders. The following Figure 4 shows the to different way of connecting the mixer to the
bridge:
(concrete bridge)
detail Y
(steel bridge)
detail Z
Figure 4: Connection of the Mixer to the Bridge
4.3 Shaft
The drive shaft of the HYPERCLASSIC Mixer evo7 is made from high quality fiberglass rein-
forced plastic. It is therefore resistant to chemical attack and of course to wastewater. High
salt levels as usually encountered when using precipitants or in industrial wastewater treatment
plants present no problems to the shaft material. At the top end there is a steel tappet for the
connection to the gear hollow shaft. At the lower end there is a screw connection to the mixer
body.
4.4 Hyperboloid Mixer Body
The Hyperboloid Mixer Body is a fluid-mechanical optimized body. The optimized version Evo-
lution 7 shows a developed transport rib design and therefore an energy efficient acceleration
of the flow. It is made of made of up to date, high-strength impact resistant
polymer material.
Page 282 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 10 of 21
5
Scope of Supply
5.1 HYPERCLASSIC Mixer Configuration
Mixer Configuration
Quantity
Component
Material
1
Drive Unit
(Motor and Gearbox)
Gearbox housing made from cast
iron with:
Polyurethane (PU)-coating
(primer + PU-topcoat)
Corrosivity Category C31
Color RAL 5018
Reinforced Bearings
Synthetic Oil suitable from
– 20 °C to + 40 °C
Oil Gauge Glass
Three-phase asynchronous motor
suitable for direct start2:
Nema Premium Class
Plastic Fan
Enclosure IP 65
1
Mounting Base
Carbon steel with powder coating
and vibration dampeners
1
Shaft with flanged con-
nection3
High quality FRP
1
Hyperboloid Mixer Body
with flanged connection3
High-strength impact resistant
polymer material
1 set
Assembly Hardware
316 stainless steel
1 set
Assembly Tools
Shaft Clamp
Page 283 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 11 of 21
6 Mixer Layout Anoxic Zones
We recommend the following hyperboloid mixer configuration for the wastewater and basin
properties described in Section 1, with the following technical data:
- Total Number of mixers :
8
- Number of mixers per basin/zone:
1
- Model:
HCM/2500-20-5.0hp
- Diameter:
98.4
in (2,500 mm)
- CyberProp Add On
70
in
- Speed:
21.9
rpm
- Installed motor power:
5.0
hp
- Power input:
2.4
hp
- Power consumption:
2.9
hp
- Power density:
0.08
hp/1000 cuft
- Power reserve:
≥ 45
%
- Voltage:
460
V
- Nominal current at 460 V, 60 Hz:
7.2
A
- Starting current:
65.5
A
- Total weight:
1,102 lb
- Average bottom flow velocity:
≥ 21.0
in/s
- Mixer pumping capacity:
≥ 10,643 cuft/min
- Distance from bottom:
9.8
in
- Rated torque:
15,400 lb.in
- Start-up torque:
63,141 lb.in
- Static axial force:
1,104 lbf
- Dynamic axial force:
699
lbf
Page 284 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 12 of 21
6.1 Remarks
-
Motor is ready for frequency inverter use..
-
During operation the mixer body has to be sufficiently submerged to avoid additional forces
on the shaft and gear. Pass through operation is not allowed by default. Options for pass
through operations on request.
-
The Mixers will be supplied with the unique CYBERPROP blade to enhance vertical mixing in
the basin.
Mixer with CYBERPROP add on
Page 285 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 13 of 21
7
Budgetary Pricing 90%
7.1 HyperClassic Mixer
Total price for the HYPERCLASSIC Mixers as described herein, with packaging:
(8) HYPERCLASSIC Mixers HCM 2500-20-5HP
7.2 Transport and Transport Insurance
Transportation and delivery (DDP) to project site included.
7.3 Site visits by INVENT personnel
Equipment Start-up supervision and assistance:
1 Visit of one INVENT technician, each 1 day, including travel and living expenses
1 Visit of one INVENT technician, each 2 day, including travel and living expenses
On site training by one INVENT technician:
2 Visit of one INVENT technician, each 4 hours, including travel and living expenses
Additional field service is available at the prevailing rate at the time of the request
Total price, excluding taxes if applicable:
$ 312,600.-
7.4 HyperClassic Mixer - DEDUCT
In case INVENT standard SEW-Eurodrive motors and gearboxes are accepted we will be able
to deduct the following:
(8) HYPERCLASSIC Mixers HCM 2500-20-5HP with SEW-Eurodrive motors
- Standard coating and NEMA Premuim Efficiency
Deduct for the total of 8 Mixers
-/-
$ 28,600.-
Page 286 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 14 of 21
Excluded are:
Any walkway or support construction
Any control panels or H-0-A panels
Any frequency drives
Any testing
All labor to install the equipment
The unloading of the goods. Buyer is responsible for unloading the goods. The buyer is
responsible for keeping goods safe before assembly.
Lifting gears for the assembly have to be supplied by the client.
Electricity must also be supplied by the client free of charge.
The basins must be empty, cleaned and dry for the assembly.
The assembly will only be supervised by INVENT, not installed.
The drilling of the holes for the chemical anchors.
Any possible required adjustment of the handrails.
Electrical connecting of the motors
Scaffolding to enable the access of side of the concrete platform and bridge, if
required.
We reserve the right to carry out technical changes, which serve to the improvement of our
products.
Thank you for your interest in the INVENT technologies. We look forward to the opportunity
to work together.
INVENT Environmental Technologies Inc.
Marcel Huijboom
Page 287 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 15 of 21
8
Commercial conditions
8.1 Guarantee
The guarantee period is 12 months after start up of the system. The guarantee is only valid if all INVENT En-
vironmental Technologies Inc guidelines for the operation and start up of the systems have been followed. If
the equipment is not put into service, the guarantee period begins at the latest 4 weeks after the completion
of the plant construction. If there is no assembly the time of guarantee starts 6 months after delivery and/or
notification of readiness for transport.
Our guarantee is based on the data and documents we have received prior to purchase of the equipment.
We assume that the client has informed us about all possible flow obstacles, such as inflows and outflows.
Flow disturbances or damages resulting from flow obstacles or other flow generators, inflows, and outflows
are not part of our guarantee.
8.2 Delivery Time
Submittal drawings will be provided 6 – 8 weeks after acceptance of purchase order.
The equipment will be ready to ship approximately 22 - 24 weeks after approval of submittal documents and the
receipt of down payment.
8.3 Delivery Terms
All prices are ex works unless otherwise indicated.
8.4 Terms of Payment for goods (EXW)
a) 25%
upon placement of the order
b) 70 % upon submittal approval
b) 5 %
upon delivery, or announcement of readiness for shipment
8.5 Period allowed for payment
All prices are payable net within 30 days after the receipt of the invoice
8.6 Binding period of quote
The offer is valid for 90 days.
Page 288 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 16 of 21
9
Commercial conditions
INVENT ENVIRONMENTAL TECHNOLOGIES, INC.
TERMS AND CONDITIONS OF SALE
Offer and Acceptance. ANY ACCEPTANCE OF THIS OFFER IS LIMITED TO ACCEPTANCE OF THE EXPRESS
TERMS AND CONDITIONS CONTAINED HEREIN AND IN ANY QUOTATION AND/OR SALES ORDER
ACKNOWLEDGEMENT WHICH IS ISSUED BY INVENT. ANY PREVIOUS OFFERS MADE BY BUYER, WHETHER
WRITTEN OR VERBAL, NOT ALREADY EXPRESSLY ACCEPTED BY INVENT IN WRITING ARE HEREBY
OBJECTED TO AND REJECTED. IN NO EVENT SHALL THIS OFFER BE DEEMED AN ACCEPTANCE OF ANY
PRIOR OFFER BY BUYER. THE TERMS AND CONDITIONS BELOW SHALL SUPERSEDE ANY PROVISIONS,
TERMS AND CONDITIONS CONTAINED ON ANY PURCHASE ORDER, CONFIRMATION, OR OTHER
WRITING THE BUYER MAY GIVE OR RECEIVE, AND THE RIGHTS OF THE PARTIES SHALL BE GOVERNED
EXCLUSIVELY BY THE PROVISIONS, TERMS AND CONDITIONS HEREOF. NO CONTRARY, ADDITIONAL OR
DIFFERENT PROVISIONS, TERMS OR CONDITIONS SHALL BE BINDING ON INVENT UNLESS ACCEPTED BY
INVENT IN A WRITING WHICH MAKES SPECIFIC REFERENCE TO THIS OFFER AND ACKNOWLEDGES
SUCH MODIFICATIONS OR REVISIONS. ONCE THIS OFFER IS ACCEPTED BY BUYER, THIS ORDER MAY BE
CANCELED ONLY WITH INVENT’S WRITTEN CONSENT AND UPON TERMS THAT WILL INDEMNIFY
INVENT AGAINST ANY AND ALL LOSS. INVENT’S COMMENCEMENT TO PROCURE THE GOODS OR
SHIPMENT OF THE GOODS WHICH ARE THE SUBJECT OF THIS OFFER SHALL BE DEEMED AN EFFECTIVE
MODE OF ACCEPTANCE OF THIS SALES ORDER BY BUYER, UNLESS BUYER, WITHIN A COMMERCIALLY
REASONABLE TIME AFTER BUYER BECOMES AWARE, OR SHOULD HAVE BECOME AWARE, OF INVENT’S
COMMENCEMENT TO PROCURE THE GOODS HEREIN OR OF SHIPMENT OF SUCH GOODS, NOTIFIES
INVENT IN WRITING THAT BUYER OBJECTS TO AND REJECTS THIS OFFER. THIS OFFER IS SUBJECT TO
INVENT’S CREDIT APPROVAL OF BUYER.
Quotations and Prices; Other Charges. Written quotations automatically expire 90 calendar days from the date
issued and are subject to termination by notice within that period. Unless otherwise expressly provided in this
sales order, the prices quoted or referred to herein do not include any charges for packaging, freight,
transportation, custom duties, tariffs, import or other taxes, insurance, or any other charges relating to the
transportation and shipment to or use by Buyer of the products sold under this sales order. Such charges and/or
taxes shall be the sole responsibility of and shall be borne exclusively by Buyer. Wherever applicable, any such
charges and/or taxes will be added to the invoice as a separate charge to be paid by Buyer. If INVENT is
required to pay any such charges and/or taxes, Buyer agrees to reimburse INVENT for any amounts so paid
upon demand.
Payment Terms. INVENT shall bill Buyer for all purchases made under this sales order by invoice sent to Buyer
at Buyer’s address shown on the sales order. All invoices submitted by INVENT to Buyer shall be payable net
within thirty (30) days after the date of said invoices. All payments due to INVENT hereunder shall be paid in
United States dollars to INVENT, or to such entity or person as is designated by INVENT, in accordance with
the remittance instructions contained in the invoice. If payment is not received within the prescribed period,
interest shall accrue on any unpaid balance from its due date until payment is made at the rate of one and one
half percent (1.5%) per month or the highest interest rate allowable by law, whichever is less. If in INVENT’s
opinion the financial condition of Buyer at any time does not justify continuance of production or shipment on the
terms of payment specified herein, INVENT may require full or partial payment in advance. Buyer understands
and agrees that its obligation to make payments to INVENT shall be absolute and unconditional under any and
all circumstances, whether or not INVENT violates any of its obligations described herein or otherwise, and such
payments shall not be subject to any defense, set-off, or counterclaim for any reason whatsoever.
Page 289 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 17 of 21
Shipment and Delivery. This offer is made with the understanding that it is subject to INVENT’s ability to obtain
the materials necessary to supply the goods hereunder. Unless otherwise indicated on the sales order, all goods
shall be delivered F.O.B. INVENT’s Cedar Grove, New Jersey location. INVENT will endeavor to meet all
scheduled dates indicated on the sales order, or otherwise requested in writing by Buyer and accepted in writing
by INVENT; provided, however, that all shipments are subject to INVENT’s availability schedule. If shipment of
goods is delayed at the request of Buyer, then INVENT shall be entitled to place the goods in storage for the
account of Buyer, and all expenses incurred by INVENT in connection with the storage, handling, preservation,
or insurance of the goods shall be paid by Buyer upon presentation of INVENT’s invoice. Method and route of
shipment are at INVENT’s discretion, unless Buyer supplies explicit written instructions and Seller agrees in
writing to such instructions. Unless otherwise indicated in the sales order, all shipments are insured at Buyer’s
expense and made at Buyer’s risk. Identification of the goods to the contract shall occur as each shipment is
placed in the hands of the carrier. Nondelivery by INVENT as to any product shall not be deemed a breach of
this agreement. Any non-delivery shall not relieve Buyer from its obligation to accept or be responsible for any
subsequent or prior shipment. All shipments shall be packaged in accordance with the standard packaging
specified in the sales order. If no particular packaging is specified in the sales order, all goods shall be shipped
in accordance with INVENT’s standard packaging. INVENT shall have no responsibility to obtain insurance on
any shipment of Product. INVENT shall have the additional right, in the event of the happening of any of the
above contingencies, at its option, to cancel this contract or any part hereof without any resulting liability.
Shipments made within thirty (30) days after specified date of delivery shall constitute a good delivery. Normal
tolerances in specifications shall be acceptable. INVENT shall not be obligated to take back any packaging
materials and Buyer shall be solely responsible, at Buyer’s sole cost and expense, for the disposal of packaging
materials.
Title and Risk of Loss; Security Interest. Title to and risk of loss and damage for any shipment of goods shall pass
to Buyer immediately upon delivery of such shipment to Buyer or its designated agent or upon deposit with a
common carrier in accordance with Buyer’s instructions, whichever occurs first. INVENT shall retain a security
interest in the goods shipped to Buyer until the entire balance of the price of such goods and all other monies
then due are paid in full. Buyer hereby authorizes INVENT to file U.C.C. financing statements, without Buyer’s
signature, to perfect its security interest in all goods shipped which have not been paid for in full. In the event
Buyer defaults on any payment or makes an assignment for the benefit of creditors, or if a proceeding in
insolvency or bankruptcy is initiated by or against Buyer, whether voluntary or involuntary, INVENT shall have
the right to withhold shipments, in whole or in part, and to recall goods in transit, retake same, and remove
and/or repossess goods which may be stored with INVENT for Buyer’s account, without the necessity of taking
any other proceedings and to take such other action as may be necessary to protect its security interest, including
any other remedies INVENT may have at law, in equity, or otherwise. The foregoing rights and remedies shall
be in addition to, and not in lieu of, any other rights and remedies which INVENT may have hereunder or
otherwise, whether at law, in equity, or otherwise.
Product Warranty. INVENT warrants that the products supplied hereunder shall conform at time of delivery to
the written specifications accepted by INVENT, if any, subject to INVENT’s standard tolerances for variations.
Disclaimer. INVENT’S SOLE LIABILITY AND BUYER’S EXCLUSIVE REMEDY FOR A BREACH OF THE
WARRANTY SHALL BE, AT INVENT’S SOLE OPTION, CREDIT OR REPLACEMENT OR REPAIR OF THE
NONCONFORMING PRODUCT. FURTHERMORE, SUCH WARRANTY SHALL NOT APPLY TO, AND SHALL BE
NULL AND VOID WITH RESPECT TO, ANY GOODS (i) WHICH ARE ALTERED, MODIFIED, DAMAGED,
REPAIRED, ABUSED, MISUSED, OR IMPROPERLY ASSEMBLED, COMMISSIONED, OR INTEGRATED (WHETHER
INTENTIONALLY OR ACCIDENTALLY) BY ANY PERSON OTHER THAN INVENT OR ITS AGENTS, (ii) WHICH,
NOTWITHSTANDING THEIR NONCONFORMITY, ARE USED OR OTHERWISE ACCEPTED BY BUYER, OR (iii)
WITH RESPECT TO WHICH BUYER HAS WAIVED ITS CLAIM FOR REJECTION UNDER THE PROVISIONS OF
Page 290 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 18 of 21
THE SALES ORDER. THE FOREGOING WARRANTY SET FORTH ABOVE IS IN LIEU OF ALL OTHER
WARRANTIES, AND INVENT DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED,
INCLUDING WITHOUT LIMITATION, IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR USE
AND/OR PARTICULAR PURPOSE.
Limitation of Liability. INVENT SHALL NOT UNDER ANY CIRCUMSTANCES BE LIABLE FOR SPECIAL,
INDIRECT, PUNITIVE, OR CONSEQUENTIAL DAMAGES OF ANY NATURE WHATSOEVER, INCLUDING,
WITHOUT LIMITATION, ANY LOST REVENUES, PROFITS, OR BUSINESS OF BUYER OR ITS CUSTOMERS,
AGENTS, AND DISTRIBUTORS, RESULTING FROM, ARISING OUT OF OR IN CONNECTION WITH, ANY
SALE, MANUFACTURE, DISTRIBUTION OR ANY USE OF ANY GOODS OR FOR ANY FAILURE OF SUPPLY OF
ANY GOODS FOR ANY REASON, WHETHER OR NOT INVENT HAS BEEN ADVISED OF THE POSSIBILITY OF
SUCH DAMAGES. THE FOREGOING LIMITATION OF LIABILITY SHALL NOT BE CONSTRUED TO APPLY
ONLY TO DAMAGES OCCURRING AS A RESULT OF A BREACH OF PRODUCT WARRANTY, BUT SHALL
APPLY TO ANY DAMAGES OCCURRING AS A CONSEQUENCE OF THIS SALES ORDER. BUYER’S SOLE
REMEDY FOR BREACH OF PRODUCT WARRANTY IS SET FORTH IN THE PRODUCT WARRANTY SECTION
ABOVE.
Acceptance; Rejection. Except as provided in this paragraph, Buyer shall accept all goods shipped in accordance
with the terms and conditions of this sales order. Buyer may reject any shipment of any goods to the extent such
shipment does not conform in any material respect with the written specifications accepted by INVENT, if any.
Buyer shall not have the right to reject any goods due to negligible defects. In order to reject a shipment, Buyer
must give written notice to INVENT within ten (10) days after receipt of the shipment, together with a reasonably
detailed written statement of its reasons for rejection. If no such notice is received, then Buyer shall be
determined to have accepted the shipment of the goods. In no case shall Buyer return goods without first
obtaining INVENT’s permission in writing. INVENT shall, within a reasonable period of time, notify Buyer
whether it accepts Buyer’s assertions of nonconformity. If INVENT disagrees with any alleged nonconformity by
Buyer, then an independent party mutually agreed upon by the parties shall analyze the goods in question as
may be necessary to substantiate whether the goods rejected by Buyer conformed in all material respects to the
specifications accepted by INVENT therefore, if any. Both parties agree to cooperate with the independent
party’s reasonable requests for assistance in connection with its analysis hereunder. Both parties shall be bound
by the independent party’s results of analysis. The costs incurred by the parties shall be borne by the losing party.
If INVENT or the independent party confirms the nonconformity, INVENT shall, at its sole option, replace (if it
has not already done so) the nonconforming goods with conforming products as promptly as reasonably possible
or credit to Buyer the purchase price therefor.
Indemnification. Buyer shall indemnify, defend, and hold INVENT harmless from and against any and all loss,
cost, liability, and expense (including, without limitation, reasonable attorneys’ fees and costs) incurred and/or
paid by INVENT resulting from or arising out of or in connection with (a) any representation or warranty made
to any third party by Buyer, its affiliates, agents, distributors, or employees which is not expressly authorized by
INVENT in writing and (b) any claims asserted or actions filed against INVENT by a third party, including
claims for personal injury or property damage, except if liability for such claims or actions arises from the willful
misconduct of INVENT.
Force Majeure. Except where set forth expressly herein, neither party shall be liable for any delay or for any
consequence of any delay in the delivery or purchase, as the case may be, of any goods if such delay shall be
due to (a) any cause beyond its reasonable control, including, but not limited to, acts of God or the public
enemy, acts of terrorism, valid law, acts or requests of any national or provincial government, or of any national
or provincial officer or agent purporting to act under duly constituted authority, wars, floods, fires, storms, strikes,
lockouts, delivery of nonconforming or defective material, supplies, or equipment, interruptions of transportation,
Page 291 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 19 of 21
freight embargoes or failures, exhaustion or unavailability on the open market (or delays in delivery) of material,
supplies, equipment, or services necessary for the performance of any provision hereof, or (b) the happening of
any unforeseen acts, misfortune, or casualty by which performance hereunder is delayed or prevented; provided,
however, that the party so affected will use all commercially reasonable efforts to remedy the situation, except
that nothing contained herein shall require such party to make settlement of any labor dispute on terms
unacceptable to it and no such party shall be liable to the other for any losses, damages, or costs by reason of its
inability to remedy the situation. If any such delay occurs, then (unless the cause thereof shall frustrate or render
impossible or illegal the performance of this contract or shall otherwise discharge the same), the parties’ periods
for performing their respective obligations shall be extended by such period (not limited to the length of the
delay) as the other party may reasonably require to complete the performance of its obligation.
Insurance. Buyer agrees to carry and maintain at all times after this sale products liability insurance in good and
sufficient amounts to cover products liability claims with respect to all products which are subject to this sales
order. Buyer will, upon request, name INVENT as an additional insured under such insurance and furnish
INVENT with proper evidence of such coverage.
Subcontracting and Assignability. This agreement, and the performance of any obligations hereunder, may not
be assigned by a party hereto without the prior written consent of the other party, but shall be binding upon and
inure to the benefit of and be enforceable by the parties hereto and any permitted successors, assignees, and
legal representatives; provided, however, that INVENT shall be entitled to assign its obligations under this
agreement, without the prior written consent of Buyer, to any corporation which controls, is controlled by, or is
under common control with INVENT or to any corporation which succeeds as a going concern to the business
presently conducted by INVENT.
Severability. If any part of this agreement shall be held unenforceable, the remainder of the agreement shall
nevertheless remain in full force and effect.
Relationship of the Parties. All parties are independent contractors under this agreement. Nothing contained in
this agreement is intended nor is to be construed so as to constitute the parties as partners or joint venturers with
respect to this agreement. Neither party hereto shall have any express or implied right or authority to assume or
create any obligations on behalf of or in the name of the other party to any other contract, agreement or
undertaking with any third party.
Governing Law; Forum; Enforcement. This sales order and any disputes between the parties arising in connection
with this sales order or the agreement resulting from Buyer’s acceptance hereof shall be governed by and
interpreted in accordance with the laws of the State of New Jersey as if the agreement was performed wholly
within the State of New Jersey and without regard to its conflict of law principles. All disputes arising out of this
agreement shall be resolved by a court of competent jurisdiction in the State of New Jersey and both parties
hereby consent to the jurisdiction of the courts of the State of New Jersey and the Federal District Court for the
District of New Jersey; provided that INVENT shall have the right to pursue any such action in any court with
jurisdiction over Buyer. INVENT and Buyer hereby waive and exclude the application of the U.N. Convention on
Contracts for the International Sale of Goods in the interpretation and enforcement of this agreement. In the
event INVENT takes or maintains any action to enforce its rights hereunder and prevails thereafter, Buyer shall
reimburse INVENT for its reasonable costs and expenses incurred, including, without limitation, reasonable
attorneys’ fees and costs.
Compliance with Laws. Buyer shall comply with all laws, rules, regulations, and other requirements of local,
state, and federal governments in connection with its performance hereunder. Buyer shall obtain and supply, at
Page 292 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 20 of 21
Buyer’s sole cost and expense, any required import licenses and any other required permits, licenses, approvals,
and similar items.
Entire Agreement; Modification; Waiver. This sales order contains the entire agreement of the parties regarding
the subject matter hereof and supersedes all prior purchase orders, bills of lading, invoices, proposals, letters of
intent, agreements, understandings, and negotiations regarding the same. No modification of this order shall be
effective without INVENT’s written consent. Except as otherwise provided herein, in no event shall this
agreement be deemed amendable or amended by any purchase order, bill of lading or invoice issued and/or
accepted by either party hereto. Any waiver of strict compliance with the provisions of this order shall not be
deemed a waiver of INVENT’s rights, privileges, claims, or remedies nor of INVENT’s right to insist on strict
compliance thereafter.
Non-Exclusive Royalty Free License: INVENT Environmental Technologies Inc grants the Customer a non-
exclusive royalty-free license to use any process or apparatus claimed in any patent owned by INVENT, but only
to the extent that this license is required by Customer to operate the equipment as supplied by INVENT. All other
rights reserved.
Page 293 of 501
HYPERCLASSIC - Mixer Quotation
Offer-No.:
IET-1912012-HCM-Rev02
Date:
April 06, 2021
Project:
Ocotillo WWTP, 11221 Hyperbolic Mixers
i n n o v a t i o n f o r n a t u r e
Page 21 of 21
Attachment A – Mixer Layout Drawing
Detail Z
(Stahlbrücke)
Detail Y
(Betonbrücke)
Page 294 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11E Secondary Clarifiers
Subcontractor/Supplier Name
Status
Walker (Recommended) (Low if Alternate is included)
Proposed
Wes Tech (Low if Alternate is not included)
Proposed
Ovivo
Proposed
Zima Corp
Proposed
Page 295 of 501
Recommended
Walker Process
Equipment
Wes Tech
Engineering LLC
Ovivo
Zima Corp/Kusters
Jeff Thomas
James Hanson
Tor Heimdal
Kenneth Kruse
630-892-7921 x5213
801-265-1000
(801) 931-3000
864-576-0660
jthomas@walker-
process.com
munisales@westech-
inc.com
tor.heimdal@ovivowa
ter.com
ken.kruse@zimacorp
.com
TOTAL WORK CATEGORY PACKAGE VALUE
$854,427
$843,957
$1,019,302
$1,050,717
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
No
Yes
No
No
5
Surety Company
Great American
Insurance Co
Fidelity & Deposity
Company of
Maryland
AIG Insurance
Company of Canada
No
6
Surety AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
No
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
Yes
No
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
No
9
Bond/CDI Cost
1.200%
1.440%
2.500%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
Yes
11
GL Insurance Company Name
National Trust
Insurance Co
Zurich American
Insurance Co
AIG Insurance
Company of Canada
No
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
No
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
N/A
N/A
15
Tier 1 Approved
Yes
Yes
Yes
No
16
Tier 2 Approved
N/A
N/A
N/A
N/A
17
Safety Items:
N/A
N/A
N/A
N/A
18
OSHA Recordable Incident Rate (Current)
N/A
N/A
N/A
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
N/A
N/A
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
N/A
N/A
N/A
21
Task Hazard Analysis included for all tasks
N/A
N/A
N/A
N/A
22
Tie-off above 6' required
N/A
N/A
N/A
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
N/A
N/A
24
Acknowledges Soils Report
N/A
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
$35,940
Yes
27
Pricing good for the duration of the project
Yes
Yes
$23,960
Yes
28
Sales Tax Excluded
Yes
Yes
Yes
Yes
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
No
33
Have you had any difficulty with employees not wanting to come to work because
of the risk of infection?
No
No
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11E - Secondary Clarifier Mech
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 296 of 501
Recommended
Walker Process
Equipment
Wes Tech
Engineering LLC
Ovivo
Zima Corp/Kusters
Jeff Thomas
James Hanson
Tor Heimdal
Kenneth Kruse
630-892-7921 x5213
801-265-1000
(801) 931-3000
864-576-0660
jthomas@walker-
process.com
munisales@westech-
inc.com
tor.heimdal@ovivowa
ter.com
ken.kruse@zimacorp
.com
TOTAL WORK CATEGORY PACKAGE VALUE
$854,427
$843,957
$1,019,302
$1,050,717
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11E - Secondary Clarifier Mech
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
No
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
No
38
39
Per Plans & Specifications
Yes
Yes
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
Yes
Yes
41
05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
Yes
Yes
42
05500 - Metal Fabrications
Yes
Yes
Yes
Yes
43
09900 - Painting
Yes
Yes
Yes
Yes
44
11335 - Secondary Clarifier Mechanism
Yes
Yes
Yes
Yes
45
13128 - Electric Operator
Yes
Yes
Yes
Yes
46
16161 - Control Panels
Yes
Yes
Yes
Yes
47
16485 - Variable Frequency Drives - Low Voltage
Yes
Yes
Yes
Yes
Scope of Work
$837,325
$824,777
$798,667
$1,017,084
48
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11E - Secondary Clarifier Mechanism, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
Yes
Yes
49
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
Yes
50
2 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
Yes
51
(2) Complete Clarifier Mechanisms; Center column, bottom feed, peripheral
overflow with center drive mechanism rotating and suspended cage with 2 spiral
sludge scraper rake arms and two rotating scum skimming arms
Yes
Yes
Yes
Yes
52
Column support structure
Yes
Yes
Yes
Yes
53
Walkway bridge with stairs, center platform, and handrail
Yes
Yes
Yes
Yes
54
Walkway bridge to be prime coated steel with alum grating
Yes
No- Alum
-$30,000
Yes
55
Final Coating
By WC 09E
By WC 09E
By WC 09E
By WC 09E
56
Access Stairs to Clarifier
$11,620
Yes
$13,000
$13,000
57
Torque Monitor (Not a spec requirement)
-$11,800
Yes
Yes
Yes
58
Scum Skimmer
Yes
Yes
$44,074
Yes
59
Scum Trough
Yes
Yes
Yes
Yes
60
Launder brushes
Yes
Yes
Yes
Yes
61
Effluent Weir Plates
Yes
Yes
Yes
Yes
62
Scum Baffles
Yes
Yes
$86,600
Yes
63
Density Baffles and Weirs including FRP Washers and 304 SST Hardware
Yes
Yes
Yes
Yes
64
Control Panels; Local Vendor for control panels
Yes
Yes
$15,000
Yes
65
Energy Dissipating Inlet Equipment
Yes
Yes
Yes
Yes
66
Structural Steel to be 304 SST
Yes
Yes
Yes
Yes
67
Hardware to be 316 SST
Yes
Yes
Yes
Yes
68
Painting and surface prep
Yes
Yes
Yes
Yes
69
Spare Parts per the Specifications
Yes
Yes
Yes
Yes
70
Factory Test the Control Panel Prior to shipment
Yes
Yes
Yes
Yes
71
Field Torque Test
Yes
Yes
Yes
Yes
Base Bid:
Page 297 of 501
Recommended
Walker Process
Equipment
Wes Tech
Engineering LLC
Ovivo
Zima Corp/Kusters
Jeff Thomas
James Hanson
Tor Heimdal
Kenneth Kruse
630-892-7921 x5213
801-265-1000
(801) 931-3000
864-576-0660
jthomas@walker-
process.com
munisales@westech-
inc.com
tor.heimdal@ovivowa
ter.com
ken.kruse@zimacorp
.com
TOTAL WORK CATEGORY PACKAGE VALUE
$854,427
$843,957
$1,019,302
$1,050,717
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11E - Secondary Clarifier Mech
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
72
Equipment start up and testing per specification
Yes
Yes
Yes
Yes
73
Oil/Lubrication Needed for Start Up
$2,450
$2,500
$2,500
$2,500
74
Structural calculations stamped by Engineer
Yes
Yes
Yes
Yes
75
Strobe light and weather proof housing with non-corrodible industrial type
relay/reset button to be provided
Yes
Yes
Yes
Yes
76
Shipping shall be FOB jobsite
Yes
Yes
Yes
Yes
77
Provide all anchors and epoxy required for the installation of the equipment
Yes
Yes
Yes
Yes
78
Preventative maintenance procedures
Yes
Yes
Yes
Yes
79
O&M's per specification section 01781
Yes
Yes
Yes
Yes
80
Training: per the Spec - 1 Trip 1 (8) Hour days not including travel time
Yes
Yes
Yes
Yes
81
Performance testing: Per Spec
Yes
Yes
Yes
Yes
82
Startup days/trips included: 2 trips, 3 (8) hour days not including travel time
Yes
Yes
Yes
Yes
83
Cost per additional day/trip: 1 trip for 1 (8HR) Day
No
$2,300/Day
No
No
84
Addition Trip Days
$4,600
$4,600
$4,600
$4,600
85
Storage and Protection
$2,100
$2,100
$2,100
$2,100
86
GMP 1 Early Submittal
-$2,000
-$2,000
-$2,000
-$2,000
87
COVID-19 Scope Items
88
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
Yes
89
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
Yes
90
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
Yes
91
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
Yes
92
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
Yes
93
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
Yes
94
Subcontractors with onsite trailers must sanitize trailer interior high contact areas
and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the AHJ.
Yes
Yes
Yes
Yes
95
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
Yes
96
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
Yes
97
98
End of Scope
99
Bond/CDI Cost
$10,132
$11,980
$24,861
$13,433
TOTAL WORK CATEGORY PACKAGE VALUE
$854,427
$843,957
$1,019,302
$1,050,717
Page 298 of 501
Page 299 of 501
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Page 316 of 501
Summary of the Walker Gear Torque Limiting Systems
Drive Systems for circular collectors are often specified to produce a rated output torque that could be damaging to
the mechanism attached to it unless that torque is limited. A typical torque limiting device includes 3 levels of
protection against damage from excessive torque levels. The first level comes from an electrical switch which
activates a remote alarm of a high but not damaging torque level. The second is an electrical switch which overrides
the drive motor control system and shuts the drive down. The third is a mechanical shear pin which when damaging
torque levels cause the shear pin to fracture, disengages the spur gear drive.
WPE offers 2 solutions for Torque Limiting protection.
The WPE Torque Indicator and Limiting System (WTI)
While robust and time-proven, the WTI may not provide the level of process information, accuracy and
adjustability state-of-the-art treatment processes require. Thus the new Walker WTM system was developed:
The WTI enclosure houses 2 micro switches which are in contact with the springs
and are activated by factory calibrated pressures which correspond to the proper
torque for the 2 alarm points.
The lateral movement
of internal gear
components
compresses an internal
spring assembly. The
greater the torque
developed by the gear,
the more pressure is
exerted on the springs
The final protection
against unusually
high and potentially
damaging levels of
torque is the shear
pin, located inside
the gear assembly.
Page 317 of 501
The same Walker Spur Gear is shown here after being retrofitted in the field with a new WTM.
The WPE Torque Monitor and Limiting System (WTM)
- The overload protection system shall include a load cell and signal conditioner with digital display. The signal
conditioner will display the torque on the mechanism as the percent of AGMA rated continuous torque. The signal
conditioner shall have two alarm relays, one to close an alarm circuit when the load reaches the alarm running torque
of the drive assembly and one to cut off the motor when the load reaches the cut-off running torque of the drive
assembly, and a 4-20mA analog output signal for remote monitoring of torque.
Typical Specifications for the WTM
- The WTM can be supplied with new Spur Gear Drives or retrofitted in the field to Single Pinion Spur Gears in 42",
60" and 80" sizes as well as to Dual Pinion Spur Gear Drives in 60" and 80" sizes. In addition, the WTM can be
supplied or field fitted to almost any WPE Worm Gear Bridge Mounted drives in sizes of 14, 16, 28 and 41.
Typical WTM Electrical Schematic
For questions about or inquiries for retrofitting the WTM to your collector gear assembly, please contact Walker
Process Equipment through our website, www.walker-process.com or our Local Representatives.
The original internal springs of the replaced WTI are removed and
replaced with a high precision load cell which is in direct contact with
internal gear components. The load cell is calibrated for 0.25% FSL
accuracy and provides a direct measurement of the force applied to
the gear components due to the actual torque applied to the drive.
The original WTI enclosure and micro switches are replaced with a
NEMA 4X enclosure with digital indication of % of full load torque,
power control and indication, torque alarm point activation and a 4-
20mA analog output of torque, for field wiring to the plant SCADA.
The enclosure can also be made to contain the complete drive motor
control system.
Optional USB torque data storage device
Page 318 of 501
Page 319 of 501
Page 320 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11F Fine Bubble Aeration System
Subcontractor/Supplier Name
Status
Sanitaire (JCH)
Recommended
SSI
Proposed
EDI
Proposed
Aquarius
Declined
Page 321 of 501
Recommended
Sanitaire/JCH
EDI
SSI Aeration
Ed Martin
Fred McCabe
Kiran Kumar Banala
602-359-6424
573-507-5122
(845) 392-1172
egm@jchinc.com
fred.mccabe@waste
water.com
kiran@ssiaeration.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$175,539
$153,123
$197,723
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
No
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Yes
Yes
Yes
5
Surety Company
N/A
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
N/A
9
Bond/CDI Cost
1.295%
1.500%
2.500%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name $3M
Cincinnati Casualty
Travelers Casualty
ACORD Corp
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
N/A
14
Pollution Insurance (If required by the Front Ends) $2M
Yes
Yes
Yes
15
Tier 1 Approved
Yes
Yes
Yes
16
Tier 2 Approved
N/A
N/A
N/A
17
Safety Items:
N/A
N/A
N/A
18
OSHA Recordable Incident Rate (Current)
N/A
N/A
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
N/A
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
N/A
N/A
21
Task Hazard Analysis included for all tasks
N/A
N/A
N/A
22
Tie-off above 6' required
N/A
N/A
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
N/A
24
Acknowledges Soils Report
Yes
Yes
Yes
25
Acknowledges Addenda
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
Yes
28
COVID-19 Market Questions
29
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
30
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
32
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
Shipping
36
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
Shipping
37
38
Per Plans & Specifications
Yes
Yes
Yes
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11F - Fine & Coarse Aeration Systems
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 322 of 501
Recommended
Sanitaire/JCH
EDI
SSI Aeration
Ed Martin
Fred McCabe
Kiran Kumar Banala
602-359-6424
573-507-5122
(845) 392-1172
egm@jchinc.com
fred.mccabe@waste
water.com
kiran@ssiaeration.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$175,539
$153,123
$197,723
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11F - Fine & Coarse Aeration Systems
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
39
Division 1 as it relates to this scope of work
Yes
Yes
Yes
40
05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
Yes
41
09900 - Painting
Yes
Yes
Yes
42
11375 - Fine Bubble Aeration Systems
Yes
Yes
Yes
43
11376 - Coarse Bubble Aeration Systems
Yes
Yes
Yes
Scope of Work
$174,230
$150,860
$192,900
44
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11F - Fine & Coarse Aeration Systems, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to
the following:
Yes
Yes
Yes
45
Check to Spec completed and submitted to McCarthy
Yes
Yes
No
46
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
47
Fine Bubble Diffuser
48
Headloss Calculations
Yes
Yes
Yes
49
Fine Bubble Membrane Disc Diffusers shall have a minimum oxygen transfer rate
(SOTE) of 32% at air flow rate of 2scfm per diffuser, diffuser submergence of
19.5 Ft
Yes
Yes
Yes
50
Meet design criteria in section 2.2 A. 1. of the specification
Yes
Yes
Yes
51
Accommodate existing equipment location (Pump & pipe)
Yes
Yes
Yes
52
Can accommodate lateral spacing as shown on drawings
Yes
Yes
Yes
53
Supports - to be 316 SST or concrete
Yes
Yes
Yes
54
Diffuser Connectors
Yes
N/A
Yes
55
Air Distribution Manifolds and Laterals - to be Sch 40 PVC
Yes
Yes
Yes
56
Air diffusers to be 9 Inch EPDM membrane diffusers
Yes
Yes
Yes
57
Gaskets to be 4.5" ID and made of neoprene rubber conforming to ASTM D2000
Yes
Yes
Yes
58
Provide Spare parts as specified in section 2.5 of spec
Yes
Yes
Yes
59
Field testing includes level test and pattern test to be done separately
No
No
No
60
Two separate trips required for Chandler Airport site
Yes
Yes
Yes
61
Training trip to be included as a separate trip than field testing
Yes
Yes
Yes
62
(4) Hours of training required
Yes
Yes
Yes
63
Trip for installation Inspection
Yes
Yes
Yes
64
Welding & Corrosion protection
Yes
Yes
Yes
65
SST to be pickle passivated
Yes
Yes
Yes
66
Provide Spare parts as specified in section 2.5 of spec
Yes
Yes
Yes
67
Provide manufacturer's field service per section 3.4A
Yes
Yes
Yes
68
Training to be per section 3.4 B of specification
Yes
Yes
Yes
69
Level and pattern testing to be completed for each tank separately
Yes
Yes
Yes
70
Provide all anchors and epoxy required for the installation of the equipment
$8,000
Yes
Yes
71
Shipping shall be FOB jobsite
Yes
Yes
Yes
72
Preventative maintenance procedures provided prior to shipment
Yes
Yes
Yes
73
O&M's per specification section 01781
Yes
Yes
Yes
74
Installation Inspection Days Included: 2 Days (1 per Basin)
Yes
Yes
Yes
Base Bid:
Page 323 of 501
Recommended
Sanitaire/JCH
EDI
SSI Aeration
Ed Martin
Fred McCabe
Kiran Kumar Banala
602-359-6424
573-507-5122
(845) 392-1172
egm@jchinc.com
fred.mccabe@waste
water.com
kiran@ssiaeration.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$175,539
$153,123
$197,723
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11F - Fine & Coarse Aeration Systems
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
75
Leak & Level Days Included: 2 Days (1 per Basin)
Yes
Yes
Yes
85
Deduct to go with Xylem Products
-$8,712
N/A
N/A
86
Cost per additional day/trip:
$1,200/Day
$4,600/Day
$2,100/Day
87
Cost per additional day while technician is on site
N/A
N/A
$950/Day
88
COVID-19 Scope Items
89
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
90
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
91
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
92
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
93
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
94
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
95
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
Yes
96
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
97
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
98
99
Additional discount if Course Bubble Aeration System is included (NOT IN TOTAL)
-$17,424
100 End of Scope
101 Bond/CDI Cost
$2,021
$2,263
$4,823
TOTAL WORK CATEGORY PACKAGE VALUE
$175,539
$153,123
$197,723
The current system that is being rehabilitated is Sanitaire the city has requested for the same
system manufacture to be installed.
Page 324 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of *
(hereinafter called "Bidder")
a **
organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
APRIL, 7, 2021
JAMES,COOKE AND HOBSON, INC.
CORPORATION
TEXAS
4
Page 325 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
SECTIONS 15441,11311.1, 11314, 11310,11371 AND 11375
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin
$
.
-
Blower Piping
$
.
-
Blower Ductbank
$
.
-
Filters
$
.
-
Maintenance Bldg
$
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic
$
.
-
RAS/WAS PS
$
.
-
Clarifiers 1& 2
$
.
-
Filters
$
..
-
MCC Replacement
$
..
-
Reservoir
$
..
-
Roads/Sitework
$
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
33,488.00 SUMP PUMPS
147,700.00 IMLR PUMP
22,325.00 SUMP PUMPS
318,731.00 RAS AND WAS PUMPS
348,460.00 FINE BUBBLE AERATION
11217
1,192,728.00
ONE MILLION ONE HUNDRED
NINETY TWO THOUSAND SEVEN HUNDRED TWENTY EIGHT
3,266.00 SAMPLE PUMP
Page 326 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $
.
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $
.
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $
.
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $
.
ALTERNATE NO. 5:________________________________________
ADD the sum of $
.
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material):
.
Position:
Rate:
.
Position:
Rate:
.
Equipment:
Rate:
.
Equipment:
Rate:
.
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
235,186.00 BLOWERS
83,572.00 COARSE BUBBLE AERATION
174,230.00 FINE BUBBLE 2 BASINS ONLY
Page 327 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
X
EM
EM
EM
EM
EM
EM
EM
EM
EM
Page 328 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Edward Martin
egm@jchinc.com
ITS Sales Engineer
3501 e. Broadway Road
Phoenix, AZ. 85040
(602) 243-0585
Cincinati Casualty Co.
Edward Martin
Page 329 of 501
JAMES, COOKE & HOBSON, INC.
3501 E Broadway Rd, Phoenix, AZ.85040
Phone: 602-586-1439
Fax: 602-276-5402
E-mail: egm@jchinc.com
MARCH. 24, 2021
REVISED
To: McCARTHY CONSTRUCTION
Quotation #: 081320-1EGM
Job Name: CHANDLER WRF
Attn: KIM
Location: CHANDLER, AZ
Ph:
Quotation by: ED MARTIN
Unless otherwise stated: Prices are firm for 30 days from bid date, payment terms are NET 30 DAYS from shipment. Interest shall
accrue at 1.5% per month on past due amounts per month. Any taxes are additional. Items included are only listed below. Please
review carefully
QTY
DESCRIPTION
TOTAL
SPECIFICATION SECTION 11311.1 – SUBMERSIBLE DRY PIT PUMPS
3
FLYGT MODEL NT3301 SUBMERSIBLE DRY PIT SEWAGE PUMPS WITH 85HP,
460V-3PH MOTOR, 60 FEET OF POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR
TEMPERATURE MONITOR, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE,
IMPELLER CODE 624, CAST IRON PUMP STAND
3
12” X 14” LONG RADIUR SUCTION ELBOW WITH 6” CLEAN OUT
3
SPARE PARTS: BASIC REPAIR KITS INCLUDING (1) SET OF MECHANICAL SEALS, (1) SET OF
BEARINGS AND (1) SET OF “O” RINGS, (1) IMPELLER WEAR PLATE.
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$288,901.00
SPECIFICATION SECTION 11314 – END SUCTION CENTRIFUGAL PUMPS
WAS PUMPS
QTY
2
FLYGT CONCERTOR 6020 MODEL NZ100 SUBMERSIBLE PUMP WITH 7.5HP, 460V-3PH MOTOR, INTEGRAL VFD, 60
FEET OF POWER CABLE, FLS, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE, 4” SUCTION AND
DISCHARGE.
2
Z STAND WITH SERVICE CART AND RAIL
2
SPARE PARTS: BASIC REPAIR KIT
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$29,830.00
Page 330 of 501
Cont.
SPECIFICATION SECTION 11310 – VERTICAL TURBINE PUMPS
PUMP TAG NO. PMP-419-006
CAPACITY 8500 GPM
HEAD 18 FEET
1
CASCADE MODEL 16AF-1 STAGE AXIAL FLOW PUMP WITH 20” DIAMETER ABOVE BASE DISCHARGE FLANGE
WATER FLUSH LUBRICATION, STAINLESS STEEL COUPLING GUARDS, 316SS FASTENERS, 416SS LINE SHAFT
416SS LINE SHAFT BOLTED COUPLINGS, MECHANICAL SEAL, ALUMINUM BRONZE IMPELLER, STAINLESS STEEL
FLUSH LINE TO THE SUCTION BOWL BEARING, ROUND BASE PLATE, FOUR PIECE COUPLING, SPECIAL PAINT,
AND ALL ITEMS PER ORIGINAL CASCADE DESIGN AND MATERIALS OF CONSTRUCTION.
1
60HP, 900RPM, 460V-3PH VERTICAL SOLID SHAFT ELECTRIC MOTOR WITH TEFC ENCLOSURE, PREMIUM
EFFICIENT DESIGN, WINDING THERMOSTATS, INVERTER DUTY,
1
FACTORY PERFORMANCE TEST
1
SPARE PARTS: (1) SET OF LINE SHAFT BEARINGS, (1) MECHANICAL SEAL, (1) SET OF MOTOR BEARINGS
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……..$147,700.00
SPECIFICATION SECTION 11371 – POSITIVE DISPLACEMENT BLOWERS
QTY
3
KAESER ROTARY BLOWER MODEL COM-PAK HB950C, 175HP POSITIVE DISPLACEMENT BLOWER PACKAGE
WITH SOUND ENCLOSURE W/ VENT FAN, INLET SILENCER W/FILTER (GRADE G4), OIL DRAINS W/BALL
VALVES, V-BELT DRIVE W/ AUTOMATIC BELT TENSIONER, IP 55 TEFC INVERTER DUTY DRIVE MOTOR (NPE),
DISCHARGE SILENCER, PRESSURE RELIEF VALVE, VIBRATION ISOLATORS, FLEXIBLE CONNECTOR ON THE
DISCHARGE, FLAP STYLE CHECK VALVE (PLATE), DISCHARGE TEMPERATURE GAUGE W/SWITCH,
DISCHARGE PRESSURE GAUGE, INLET FILTER DIFFERENTIAL PRESSURE GAUGE, INLET FILTER
DIFFERENTIAL PRESSURE SWITCH, OIL LEVEL SWITCH, BEARING GREASE, OMEGA BLOWER 220
SYNTHETIC OIL AND (3) SPARE INLET FILTERS. REQUIRES CONTROLS.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………..$235,186.00
SPECIFICATION SECTION 15441 SUMP PUMPS
AWRF – SG-001-FB, SG-002-FP AND SG-003-FB
OWRF - SG-004-FB AND SG-005-FB
QTY
5
FLYGT NS3085 SUBMERSIBLE SOLIDS HANDLING PUMPS WITH 2.2HP, 460V-3PH MOTOR 50 FEET OF
POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR TEMPERATURE MONITOR, HI-CHROME
HARD IRON IMPELLER AND IMPELLER WEAR PLATE, IMPELLER CODE 463
5
SIMPLEX CONTROL PANELS WITH NEMA 4X NON-METALLIC ENCLOSURE
15
FLYGT ENM-10 LEVEL SWITCHES
5
STAINLESS STEEL FLOAT BRACKETS
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………………$55,813.00
SPECIFICATION SECTION 11217 SAMPLE PUMPS
QTY
1
GOULDS SELF PRIMING SHALLOW WELL JET PUMP J+, MODEL J10 CAPABLE OF 25 FEET OF SUCTION LIFT AND 10
FEET DISCARGE WITH 1HP, 115V-1PH MOTOR.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……………..$3,266.00
Page 331 of 501
Cont.
SPECIFICATION SECTION - 11375 AERATION SYSTEMS AND 11376 COARSE BUBBLE AERATION SYSTEM
MANUFACTURER – XYLEM SANITAIRE
SEE ATTACHED SANITAIRE PROPOSAL
FINE BUBBLE AERATION $348,460.00
COARSE BUBBLE AERATON $83,572.00
TOTAL LUMP SUM …….$1,192,728.00
NOTES:
•
The above price is firm for 150 days. After such time it may be subject to review. Shipment has been estimated
at Approx. 12 - 14 weeks for submersible pumps and +/- 23 weeks for vertical turbine pump after receipt of
purchase order and/or approved submittal drawings.
•
Price includes: Freight to the job site off loaded by-others. Submittal drawings and start-up supervision and
Manufactures standard Warranties.
•
Prices do not include: Sales tax
•
Thank you for this opportunity to be of service. If you have any questions regarding this quotation or any
other matter, Please do not hesitate to call.
Page 332 of 501
1
Peterson, Reed
From:
Azuri, Nicole
Sent:
Monday, June 7, 2021 10:43 AM
To:
Peterson, Reed
Subject:
FW: Sanitaire/Flygt Discount
This is the backup cost on the JCH items. This email needs to be behind the diffuser JCH proposal and the RAS Pumps
proposal
From: Young, Kimberly <KYoung@mccarthy.com>
Sent: Monday, June 7, 2021 10:40 AM
To: Azuri, Nicole <NAzuri@mccarthy.com>
Subject: FW: Sanitaire/Flygt Discount
Nicole,
Please see below for pump cost.
Thank You,
Kimberly Young
Assistant Project Manager
McCarthy Building Companies, Inc.
T 480-449-4700| M 602-803-6816
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
From: Ed Martin <egm@jchinc.com>
Sent: Thursday, April 29, 2021 1:28 PM
To: Young, Kimberly <KYoung@mccarthy.com>
Subject: Re: Sanitaire/Flygt Discount
Hi Kim
Please see below.
Regards
Ed Martin
JCH Inc.
On Apr 26, 2021, at 11:30 AM, Young, Kimberly <KYoung@mccarthy.com> wrote:
Hi Ed,
Can you look into the following items:
1. Will Flygt discount apply if the WAS pump is not selected? Flygt only, we can still do the 10%
without the WAS pumps.
2. Will the Sanitaire discount be different if the add alternate for Coarse Bubble/the second 2
basins are not taken by the City? For Sanitaire if the job is split up, we can do 5%.
Page 333 of 501
2
3. Provide a per pump cost for the RAS pumps. Price for bare pump only without cast iron stand,
or 14” long radius elbow. deduct $70,034.00
Thank You,
Kimberly Young
Assistant Project Manager
McCarthy Building Companies, Inc.
T 480-449-4700| M 602-803-6816
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
*** This electronic mail message, including attachments, is intended only for the
person or entity to which it is addressed and may contain confidential and/or
privileged material. Any unauthorized use, review, disclosure, distribution, or
actions taken in reliance on the contents of this information, is prohibited. If you
received this e-mail in error and are not the intended recipient, please notify me
immediately by telephone or reply e-mail and destroy all copies of the original
message. ***
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Page 334 of 501
Xylem Water Solutions USA, Inc.
9333 N. 49th Street, Brow n Deer, WI 53223
Tel 414.365.2200 Fax 414.365.2210
Project Number: 30301-20s
Page 1 of 4
Date: March 25, 2021
Sanitaire Bid Proposal Rev 7/17/2020
DATE:
March 25, 2021
TO:
JCH, Inc.
RE:
Chandler Airport WWTP
Sanitaire #30301-20s
Engineer:
Wilson Engineers
We propose to furnish the following Aeration Equipment subject to the terms and conditions set forth
herein:
Section 11375
Fine Bubble Aeration
Section 11376
Coarse Bubble Aeration
A. EQUIPMENT AND SERVICE
The Xylem Water Solutions USA scope of supply for this project includes the following equipment and
services:
1.
Fine Bubble Aeration:
One (1) SANITAIRE® Disc Fine Bubble Aeration System for installation in the following tanks:
Tank
Zone
Dropleg Dia. (in)
Qty of Grids (total)
Aeration Basins 1 – 4
2a
14”
4
2b
By Others
4
2c
By Others
4
3
By Others
4
4a
By Others
4
4b
By Others
4
Equipment for each grid will include:
•
One PVC lower drop pipe including coupling for connection to the stainless steel upper drop
pipe at the bottom of the tank.
•
One PVC manifold with connections for each 4 inch diameter air distributor.
•
316 Stainless steel manifold supports with hold clamps and cradle.
•
Four-inch diameter PVC air distribution headers including:
Fixed anti-rotational joint connection to the air manifold.
Factory installed diffuser holders.
Page 335 of 501
Project Number: 30301-20s
Page 2 of 4
Date: March 25, 2021
Positive locking fixed anti-rotational joint connections.
•
316 Stainless steel air distribution header support stands with header hold down clamp and
locating plate.
•
SANITAIRE® Fine Bubble Diffuser Elements with gaskets and retainer rings.
•
Flanges, bolts, nuts and neoprene gaskets necessary to assemble the system.
•
One purge system with eductor piping and isolation valve.
•
316 Stainless steel anchor bolts for the manifold and header supports.
NOTE:
Anchor bolts are designed for installation in 4000 PSI Concrete Per ACI
Committee 350 ("Concrete Sanitary Engineering Structures”).
2.
Coarse Bubble Aeration:
One (1) SANITAIRE® Stainless Steel Fixed Header Aeration Systems for installation in the
following tanks:
Tank
Dropleg Dia. (in.)
Qty of Grids (total)
Sludge Holding Tanks 3 – 4
12”
2
Equipment for each grid will include:
•
One 304L Stainless Steel Dropleg with elbow including loose follower flange for connection
to the air main at the top of the tank and a connection to the air manifold.
•
One 304L Stainless Steel manifold with connections to the dropleg and air distribution
headers.
•
304L Air distribution headers, with a connection to the manifold.
•
304L Expansion/contraction joints and follower flange connections as required.
•
316L Header supports with hold-down, adjusting and locking mechanism, and supporting
structure.
•
Factory installed duplex diffuser connector tees welded to the bottom centerline of the air
distribution headers.
•
SANITAIRE® D24 304L Stainless Steel Diffusers.
•
All bolts, nuts and gaskets necessary to assemble the headers.
•
304L End caps on each header.
•
316 Stainless steel anchor bolts for the distribution header supports.
NOTE:
Anchor bolts are designed for installation in 4000 PSI Concrete Per ACI
Committee 350 ("Concrete Sanitary Engineering Structures).
3.
Spare Parts: Included as specified.
4.
Engineering Drawings: Required sets of engineering drawings.
5.
O & M Manuals: Required sets of O & M Manuals.
Page 336 of 501
Project Number: 30301-20s
Page 3 of 4
Date: March 25, 2021
6.
Field Installation Supervision and Start-Up Services:
The services of a qualified representative are NOT included in this proposal. However, field
service is available at a cost of $1,000.00 per day PLUS travel and living expenses.
B. EXCLUSIONS
The following are specifically excluded from our proposal:
1. All valves, air main piping and accessories.
2. All bolts, gaskets and connectors for attaching drop pipe to upper air main piping.
3. Installation of equipment furnished by Xylem-Sanitaire.
4. All costs associated with videotaping services.
5. All field testing (anchor bolt strength testing, leakage, level, uniformity, mixing and pressure
testing)
C. ESTIMATED SUBMITTALS AND DELIVERIES
The submittal schedule begins after acceptance of purchase order by Sanitaire. Delivery schedule begins
after receipt of approved drawings; Assume two week turnaround of submittals by the review engineer.
Certified engineered equipment drawings:
10 – 11 weeks
Equipment Shipment (after release for fabrication):
10 – 12 weeks
D. PRICING
Pricing for the equipment and field services outlined in this proposal, DAP Jobsite per Incoterms 2010,
Full freight allowed to destination:
$_______________
E. PRICE NOTES
1. Taxes are not included. Purchaser to pay directly all applicable taxes separate from
purchase order to Xylem Water Solutions USA.
2. All prices quoted shall be valid for 90 days from the date of bidding.
3. The prices are based on the equipment being released for shipment by the 3rd Quarter,
2021.
Page 337 of 501
Project Number: 30301-20s
Page 4 of 4
Date: March 25, 2021
4. Prices on orders received after the above deadline or specifying later shipping dates shall be
subject to review and possible adjustment in line with the then existing economic
conditions.
5. Terms of Payment:
10% Net 30 days following initial submittal for approval.
80% Net 30 days following shipment
5% Net 30 days following installation, not to exceed 150 days
after shipment of the product (whichever comes first)
5% Net 30 days following start up, not to exceed 180 days after
shipment of the product (whichever comes first).
6. An interest charge of 1 1/2% per month will be added to past due accounts.
7. This order is subject to the Standard Terms and Conditions of Sale – Xylem Americas
effective
on
the
date
the
order
is
accepted.
Terms
are
available
at
http://www.xyleminc.com/en-us/Pages/terms-conditions-of-sale.aspx and incorporated
herein by reference and made a part of the agreement between parties. Different terms are
hereby rejected unless expressly assented to in writing.
F. WARRANTY
Xylem Water Solutions USA warrants all parts to be free from defective material and workmanship for a
period of one (1) year after startup or eighteen (18) months after shipment and to furnish to the Owner
replacements for any such items found to be defective within that period.
Thank you for considering our proposal for this equipment.
Regards,
Bijan Baghernejad
Territory Manager – Sanitaire
Page 338 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11H Submersible Pumps for Dry Pit Application (RAS)
Subcontractor/Supplier Name
Status
JCH - Flygt
Recommended
Phoenix Pump - ABS Sulzer
Does not meet spec (Proposed)
Capital Pump
Declined
DXP
Declined
Hennesy Mechanical Sales
Declined
Page 339 of 501
Recommended
JCH
Phoenix Pumps
Capital Pump &
Equipment
DXP
Hennesy Mech Sales
Ed Martin
Sam McFadden
Will Swartz
Caitlin Petty
Jeff Pals
(602) 243-0585
602-232-2994
(480) 626-5257
480-243-2081
602-996-9408
egm@jchinc.com
bmontgomery@phoeni
xpumps.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
Jeff@hennesymech.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$196,668
Does Not Meet
Spec
NO BID
NO BID
NO BID
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Yes
Yes
5
Surety Company
N/A
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Cincinnati Casualty
Co
No
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
No
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
N/A
N/A
18
OSHA Recordable Incident Rate (Current)
N/A
N/A
19
Agrees to comply with PPE requirements including 100% glove policy
N/A
N/A
20
Acknowledges updated ladder policy (platform ladders)
N/A
N/A
21
Task Hazard Analysis included for all tasks
N/A
N/A
22
Tie-off above 6' required
N/A
N/A
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
24
Acknowledges Soils Report
N/A
Yes
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
28
Sales Tax Excluded
Yes
Yes
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11H - Submersible Pump for Dry Pit Application
(RAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 340 of 501
Recommended
JCH
Phoenix Pumps
Capital Pump &
Equipment
DXP
Hennesy Mech Sales
Ed Martin
Sam McFadden
Will Swartz
Caitlin Petty
Jeff Pals
(602) 243-0585
602-232-2994
(480) 626-5257
480-243-2081
602-996-9408
egm@jchinc.com
bmontgomery@phoeni
xpumps.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
Jeff@hennesymech.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$196,668
Does Not Meet
Spec
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11H - Submersible Pump for Dry Pit Application
(RAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
Spec Section 01300 - Submittals
Yes
Yes
42
Spec Section - 01640 Materials and Equipment
Yes
Yes
43
Spec Section - 01650 Starting of Systems
Yes
Yes
44
Spec Section - 05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
45
Spec Section - 09900 - Painting
Yes
Yes
46
Spec Section - 10400 - Equipment Identification Plates
Yes
Yes
47
Spec Section - 11295 Hydraulic Valves
Yes
Yes
48
Spec Section - 11311.1 - Submersible Pumps for Dry Pit Installation
Yes
Yes
49
Spec Section - 13447 - Electric Motor Actuators
Yes
Yes
50
Spec Section - 15990 - Testing, Adjusting and Balancing
Yes
Yes
51
Spec Section - 16161 - Control Panels
Yes
Yes
52
Spec Section - 16225 - Electric Motors 250 Hp or Less
Yes
Yes
Scope of Work
$288,901
$133,037
53
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11H-Submersible Pumps for Dry Pit Application, in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but
not limited to the following:
Yes
Yes
54
Check to Spec completed and submitted to McCarthy
Yes
Yes
55
Provide (3) RAS Pumps at OWRF; PMP-449-154, PMP-449-155, PMP-449-156
Yes
Yes
56
Deductive for 1 RAS Pump- Owner already purchased
-$70,034
N/A
57
Approved Manufacturer - Flygt or Approved Equal
Flygt
ABS/Sulzer
58
Tungsten Carbide Seals
Yes
No
58
Impellers to be gray cast iron/Hi Chrome iron
Yes
No
59
Wear ring system to seal between volute and impeller
Yes
No
60
Pump to be provided with base
Yes
Yes
61
High Temp Sensor per I-3.31
Yes
Yes
62
Leak Detection per I-3.31
Yes
Yes
63
Provide equipment safety guards as specified in Section 15050
N/A
Yes
64
Warranty to be for 5 years or 10,00 hours of normal use
Yes
$19,785
65
Pump can handle up to 4" solids
Yes
Yes
66
Motor to be 85 HP, 460 Volt/3 Phase/60 Hz
Yes
Yes
67
Pump provided with 60' Minimum power cable
Yes
Yes
68
Performance Test - Performance Level 1, Vibration Level 2, Noise Level 1 per
specification
$1,977
$2,500
69
Provide spare parts per specification 11311.1 ( 3 sets as listed; one per pump)
Yes
Yes
70
Provide shop painting per section 2.5 of spec 11311.1
Yes
Yes
71
Provide anchor design for pump installation
N/A
N/A
Base Bid:
Page 341 of 501
Recommended
JCH
Phoenix Pumps
Capital Pump &
Equipment
DXP
Hennesy Mech Sales
Ed Martin
Sam McFadden
Will Swartz
Caitlin Petty
Jeff Pals
(602) 243-0585
602-232-2994
(480) 626-5257
480-243-2081
602-996-9408
egm@jchinc.com
bmontgomery@phoeni
xpumps.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
Jeff@hennesymech.co
m
TOTAL WORK CATEGORY PACKAGE VALUE
$196,668
Does Not Meet
Spec
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11H - Submersible Pump for Dry Pit Application
(RAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
72
Provide anchors and epoxy for installation
$800
$1,200
73
Provide independent vibration testing
Yes
Yes
74
Provide flushing and replacement of startup fluids prior to beneficial use.
N/A
N/A
75
Provide lifting lugs for proper installation
Yes
Yes
76
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
Yes
77
Shipping shall be FOB jobsite
Yes
Yes
78
O&M's per specification section 01781
Yes
Yes
79
Training: per Spec 01821
Yes
Yes
80
Training - 1 (8 HR) Day
Yes
Yes
81
Performance testing: Per Spec 11311.1
Yes
Yes
82
Installation Inspection: 1 (8 HR) Day
Yes
Yes
83
Start Up & Performance Testing 1 (8 HR) Day
Yes
Yes
84
Additional Startup days
$2,400
N/A
85
Deduct For Flygt Products
-$28,890
N/A
86
Cost per additional day/trip:
$1,200/Day
$210/HR + Travel
Time
87
GMP 1 Early Submittal
-$1,000
-$1,000
88
COVID-19 Scope Items
89
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
N/A
90
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
N/A
91
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
N/A
92
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
N/A
93
All tools and equipment used must be sanitized each day.
Yes
N/A
94
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
N/A
95
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
N/A
96
Personnel are not allowed to carpool to the site or while onsite.
Yes
N/A
97
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
N/A
98
99
End of Scope
100 Bond/CDI Cost
$2,514
$2,014
TOTAL WORK CATEGORY PACKAGE VALUE
$196,668
$157,536
Cost is only for 2 - RAS Pumps.
Page 342 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of *
(hereinafter called "Bidder")
a **
organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
APRIL, 7, 2021
JAMES,COOKE AND HOBSON, INC.
CORPORATION
TEXAS
4
Page 343 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
SECTIONS 15441,11311.1, 11314, 11310,11371 AND 11375
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin
$
.
-
Blower Piping
$
.
-
Blower Ductbank
$
.
-
Filters
$
.
-
Maintenance Bldg
$
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic
$
.
-
RAS/WAS PS
$
.
-
Clarifiers 1& 2
$
.
-
Filters
$
..
-
MCC Replacement
$
..
-
Reservoir
$
..
-
Roads/Sitework
$
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
33,488.00 SUMP PUMPS
147,700.00 IMLR PUMP
22,325.00 SUMP PUMPS
318,731.00 RAS AND WAS PUMPS
348,460.00 FINE BUBBLE AERATION
11217
1,192,728.00
ONE MILLION ONE HUNDRED
NINETY TWO THOUSAND SEVEN HUNDRED TWENTY EIGHT
3,266.00 SAMPLE PUMP
Page 344 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $
.
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $
.
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $
.
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $
.
ALTERNATE NO. 5:________________________________________
ADD the sum of $
.
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material):
.
Position:
Rate:
.
Position:
Rate:
.
Equipment:
Rate:
.
Equipment:
Rate:
.
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
235,186.00 BLOWERS
83,572.00 COARSE BUBBLE AERATION
174,230.00 FINE BUBBLE 2 BASINS ONLY
Page 345 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
X
EM
EM
EM
EM
EM
EM
EM
EM
EM
Page 346 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Edward Martin
egm@jchinc.com
ITS Sales Engineer
3501 e. Broadway Road
Phoenix, AZ. 85040
(602) 243-0585
Cincinati Casualty Co.
Edward Martin
Page 347 of 501
JAMES, COOKE & HOBSON, INC.
3501 E Broadway Rd, Phoenix, AZ.85040
Phone: 602-586-1439
Fax: 602-276-5402
E-mail: egm@jchinc.com
MARCH. 24, 2021
REVISED
To: McCARTHY CONSTRUCTION
Quotation #: 081320-1EGM
Job Name: CHANDLER WRF
Attn: KIM
Location: CHANDLER, AZ
Ph:
Quotation by: ED MARTIN
Unless otherwise stated: Prices are firm for 30 days from bid date, payment terms are NET 30 DAYS from shipment. Interest shall
accrue at 1.5% per month on past due amounts per month. Any taxes are additional. Items included are only listed below. Please
review carefully
QTY
DESCRIPTION
TOTAL
SPECIFICATION SECTION 11311.1 – SUBMERSIBLE DRY PIT PUMPS
3
FLYGT MODEL NT3301 SUBMERSIBLE DRY PIT SEWAGE PUMPS WITH 85HP,
460V-3PH MOTOR, 60 FEET OF POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR
TEMPERATURE MONITOR, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE,
IMPELLER CODE 624, CAST IRON PUMP STAND
3
12” X 14” LONG RADIUR SUCTION ELBOW WITH 6” CLEAN OUT
3
SPARE PARTS: BASIC REPAIR KITS INCLUDING (1) SET OF MECHANICAL SEALS, (1) SET OF
BEARINGS AND (1) SET OF “O” RINGS, (1) IMPELLER WEAR PLATE.
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$288,901.00
SPECIFICATION SECTION 11314 – END SUCTION CENTRIFUGAL PUMPS
WAS PUMPS
QTY
2
FLYGT CONCERTOR 6020 MODEL NZ100 SUBMERSIBLE PUMP WITH 7.5HP, 460V-3PH MOTOR, INTEGRAL VFD, 60
FEET OF POWER CABLE, FLS, HI-CHROME HARD IRON IMPELLER AND IMPELLER WEAR PLATE, 4” SUCTION AND
DISCHARGE.
2
Z STAND WITH SERVICE CART AND RAIL
2
SPARE PARTS: BASIC REPAIR KIT
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……$29,830.00
Page 348 of 501
Cont.
SPECIFICATION SECTION 11310 – VERTICAL TURBINE PUMPS
PUMP TAG NO. PMP-419-006
CAPACITY 8500 GPM
HEAD 18 FEET
1
CASCADE MODEL 16AF-1 STAGE AXIAL FLOW PUMP WITH 20” DIAMETER ABOVE BASE DISCHARGE FLANGE
WATER FLUSH LUBRICATION, STAINLESS STEEL COUPLING GUARDS, 316SS FASTENERS, 416SS LINE SHAFT
416SS LINE SHAFT BOLTED COUPLINGS, MECHANICAL SEAL, ALUMINUM BRONZE IMPELLER, STAINLESS STEEL
FLUSH LINE TO THE SUCTION BOWL BEARING, ROUND BASE PLATE, FOUR PIECE COUPLING, SPECIAL PAINT,
AND ALL ITEMS PER ORIGINAL CASCADE DESIGN AND MATERIALS OF CONSTRUCTION.
1
60HP, 900RPM, 460V-3PH VERTICAL SOLID SHAFT ELECTRIC MOTOR WITH TEFC ENCLOSURE, PREMIUM
EFFICIENT DESIGN, WINDING THERMOSTATS, INVERTER DUTY,
1
FACTORY PERFORMANCE TEST
1
SPARE PARTS: (1) SET OF LINE SHAFT BEARINGS, (1) MECHANICAL SEAL, (1) SET OF MOTOR BEARINGS
THE TOTAL NET ESTIMATED PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……..$147,700.00
SPECIFICATION SECTION 11371 – POSITIVE DISPLACEMENT BLOWERS
QTY
3
KAESER ROTARY BLOWER MODEL COM-PAK HB950C, 175HP POSITIVE DISPLACEMENT BLOWER PACKAGE
WITH SOUND ENCLOSURE W/ VENT FAN, INLET SILENCER W/FILTER (GRADE G4), OIL DRAINS W/BALL
VALVES, V-BELT DRIVE W/ AUTOMATIC BELT TENSIONER, IP 55 TEFC INVERTER DUTY DRIVE MOTOR (NPE),
DISCHARGE SILENCER, PRESSURE RELIEF VALVE, VIBRATION ISOLATORS, FLEXIBLE CONNECTOR ON THE
DISCHARGE, FLAP STYLE CHECK VALVE (PLATE), DISCHARGE TEMPERATURE GAUGE W/SWITCH,
DISCHARGE PRESSURE GAUGE, INLET FILTER DIFFERENTIAL PRESSURE GAUGE, INLET FILTER
DIFFERENTIAL PRESSURE SWITCH, OIL LEVEL SWITCH, BEARING GREASE, OMEGA BLOWER 220
SYNTHETIC OIL AND (3) SPARE INLET FILTERS. REQUIRES CONTROLS.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………..$235,186.00
SPECIFICATION SECTION 15441 SUMP PUMPS
AWRF – SG-001-FB, SG-002-FP AND SG-003-FB
OWRF - SG-004-FB AND SG-005-FB
QTY
5
FLYGT NS3085 SUBMERSIBLE SOLIDS HANDLING PUMPS WITH 2.2HP, 460V-3PH MOTOR 50 FEET OF
POWER CABLE, FLS/MINI-CAS SEAL FAILURE AND STATOR TEMPERATURE MONITOR, HI-CHROME
HARD IRON IMPELLER AND IMPELLER WEAR PLATE, IMPELLER CODE 463
5
SIMPLEX CONTROL PANELS WITH NEMA 4X NON-METALLIC ENCLOSURE
15
FLYGT ENM-10 LEVEL SWITCHES
5
STAINLESS STEEL FLOAT BRACKETS
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS………………$55,813.00
SPECIFICATION SECTION 11217 SAMPLE PUMPS
QTY
1
GOULDS SELF PRIMING SHALLOW WELL JET PUMP J+, MODEL J10 CAPABLE OF 25 FEET OF SUCTION LIFT AND 10
FEET DISCARGE WITH 1HP, 115V-1PH MOTOR.
THE TOTAL NET PRICE F.O.B. FACTORY WITH FREIGHT ALLOWED TO THE JOB SITE IS……………..$3,266.00
Page 349 of 501
Cont.
SPECIFICATION SECTION - 11375 AERATION SYSTEMS AND 11376 COARSE BUBBLE AERATION SYSTEM
MANUFACTURER – XYLEM SANITAIRE
SEE ATTACHED SANITAIRE PROPOSAL
FINE BUBBLE AERATION $348,460.00
COARSE BUBBLE AERATON $83,572.00
TOTAL LUMP SUM …….$1,192,728.00
NOTES:
•
The above price is firm for 150 days. After such time it may be subject to review. Shipment has been estimated
at Approx. 12 - 14 weeks for submersible pumps and +/- 23 weeks for vertical turbine pump after receipt of
purchase order and/or approved submittal drawings.
•
Price includes: Freight to the job site off loaded by-others. Submittal drawings and start-up supervision and
Manufactures standard Warranties.
•
Prices do not include: Sales tax
•
Thank you for this opportunity to be of service. If you have any questions regarding this quotation or any
other matter, Please do not hesitate to call.
Page 350 of 501
1
Peterson, Reed
From:
Azuri, Nicole
Sent:
Monday, June 7, 2021 10:43 AM
To:
Peterson, Reed
Subject:
FW: Sanitaire/Flygt Discount
This is the backup cost on the JCH items. This email needs to be behind the diffuser JCH proposal and the RAS Pumps
proposal
From: Young, Kimberly <KYoung@mccarthy.com>
Sent: Monday, June 7, 2021 10:40 AM
To: Azuri, Nicole <NAzuri@mccarthy.com>
Subject: FW: Sanitaire/Flygt Discount
Nicole,
Please see below for pump cost.
Thank You,
Kimberly Young
Assistant Project Manager
McCarthy Building Companies, Inc.
T 480-449-4700| M 602-803-6816
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
From: Ed Martin <egm@jchinc.com>
Sent: Thursday, April 29, 2021 1:28 PM
To: Young, Kimberly <KYoung@mccarthy.com>
Subject: Re: Sanitaire/Flygt Discount
Hi Kim
Please see below.
Regards
Ed Martin
JCH Inc.
On Apr 26, 2021, at 11:30 AM, Young, Kimberly <KYoung@mccarthy.com> wrote:
Hi Ed,
Can you look into the following items:
1. Will Flygt discount apply if the WAS pump is not selected? Flygt only, we can still do the 10%
without the WAS pumps.
2. Will the Sanitaire discount be different if the add alternate for Coarse Bubble/the second 2
basins are not taken by the City? For Sanitaire if the job is split up, we can do 5%.
Page 351 of 501
2
3. Provide a per pump cost for the RAS pumps. Price for bare pump only without cast iron stand,
or 14” long radius elbow. deduct $70,034.00
Thank You,
Kimberly Young
Assistant Project Manager
McCarthy Building Companies, Inc.
T 480-449-4700| M 602-803-6816
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
*** This electronic mail message, including attachments, is intended only for the
person or entity to which it is addressed and may contain confidential and/or
privileged material. Any unauthorized use, review, disclosure, distribution, or
actions taken in reliance on the contents of this information, is prohibited. If you
received this e-mail in error and are not the intended recipient, please notify me
immediately by telephone or reply e-mail and destroy all copies of the original
message. ***
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Page 352 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 11J End Suction Cent Pump (WAS)
Subcontractor/Supplier Name
Status
Hennesy Mechanical
Recommended
JCH
Proposed
Capital Pump
Declined
DXP
Declined
Phoenix Pump
Declined
Page 353 of 501
Recommended
Hennesy
Mechanical
JCH
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Jeff Pals
Ed Martin
Will Swartz
Caitlin Petty
Sam McFadden
(602) 996-3444
(602) 243-0585
(480) 626-5257
480-243-2081
(602) 726-8470
jeff@hennesymech.
com
egm@jchinc.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
smcfadden@phoenixp
umps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$47,402
$32,564
NO BID
NO BID
NO BID
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
Yes
Yes
5
Surety Company
Merchants Bonding
N/A
6
Surety AM Best Rating (Must be A- or Better)
Yes
N/A
7
AM Best Financial Size X($500M to $750M) or higher
Yes
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
N/A
9
Bond/CDI Cost
1.295%
1.295%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Colony Insurance Co
The Cincinnati
Casualty Co
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
Yes
Yes
13
PRL Insurance (If required by the Front Ends)
N/A
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
N/A
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
Yes
Yes
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
N/A
N/A
24
Acknowledges Soils Report
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
Yes
Yes
28
Sales Tax Excluded
Yes
Yes
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11J - End Suction Centrifugal Pump (WAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 354 of 501
Recommended
Hennesy
Mechanical
JCH
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Jeff Pals
Ed Martin
Will Swartz
Caitlin Petty
Sam McFadden
(602) 996-3444
(602) 243-0585
(480) 626-5257
480-243-2081
(602) 726-8470
jeff@hennesymech.
com
egm@jchinc.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
smcfadden@phoenixp
umps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$47,402
$32,564
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11J - End Suction Centrifugal Pump (WAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
Spec Section 01300 - Submittals
Yes
Yes
42
Spec Section - 01640 Materials and Equipment
Yes
Yes
43
Spec Section - 01650 Starting of Systems
Yes
Yes
44
Spec Section - 05051 Anchor Bolts, Toggle Bolts, Concrete Inserts
Yes
Yes
45
Spec Section - 09900 - Painting
Yes
Yes
46
Spec Section - 10400 - Equipment Identification Plates
Yes
Yes
47
Spec Section - 11295 Hydraulic Valves
Yes
Yes
48
Spec Section - 11314 - End Suction Centrifugal Pumps
Yes
Yes
49
Spec Section - 13447 - Electric Motor Actuators
Yes
Yes
50
Spec Section - 15990 - Testing, Adjusting and Balancing
Yes
Yes
51
Spec Section - 16161 - Control Panels
Yes
Yes
52
Spec Section - 16225 - Electric Motors 250 Hp or Less
Yes
Yes
53
Spec Section - 17454 Operations and Control Descriptions
Yes
Yes
Scope of Work
$41,021
$29,830
54
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11J - End Suction Centrifugal Pump, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to
the following:
Yes
Yes
55
Check to Spec completed and submitted to McCarthy
No
Yes
56
1 Year warranty from Final Acceptance (Aug 2023)
$275
Yes
57
Provide (2) WAS Pumps (PMP-449-165 & PMP-449-166)
Yes
Yes
58
Pump rated for 450GPM at TDH of 39'
Yes
Yes
59
Pump to be 10 HP, 460V/3 Phase/ 60Hz
Yes
Yes
60
Complete shop tests per specification 11314
Yes
Yes
61
Shop tests to be witnessed by Professional Engineer and sign/seal test data
Yes
Yes
62
Pump manufacturer to be Pentair Fairbanks or Approved Equal
Pentair Fairbanks
Flygt
63
Motor to be TEFC & can sustain 15 starts per hour
Yes
Yes
64
Motor the meet Spec 16225 section 2.5A.2. - TEFC - frame size 182 and larger
frame and end shield to be cast iron. Smaller frame size may be rolled steel with
cast metal end shields. Motors to have condensate drain holes, For frame size
286 and larger, provide automatic breather/drain device in drain hole.
Yes
No
65
Pump to be painted according to section 2.4 of spec 11314
Yes
Yes
66
Approved motor manufacturer per 16225; General Electric, Emerson US Motors,
or Siemens
Yes
Yes
67
Extended Motor Warranty (5 Years per 16225)
Yes
Yes
68
Pre-Installation inspection prior to pump install
Yes
Yes
Base Bid:
Page 355 of 501
Recommended
Hennesy
Mechanical
JCH
Capital Pump &
Equipment
DXP
Phoenix Pumps Inc
Jeff Pals
Ed Martin
Will Swartz
Caitlin Petty
Sam McFadden
(602) 996-3444
(602) 243-0585
(480) 626-5257
480-243-2081
(602) 726-8470
jeff@hennesymech.
com
egm@jchinc.com
wswartz@cpepumps.c
om
caitlin.petty@dxpe.co
m
smcfadden@phoenixp
umps.com
TOTAL WORK CATEGORY PACKAGE VALUE
$47,402
$32,564
NO BID
NO BID
NO BID
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11J - End Suction Centrifugal Pump (WAS)
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
69
Provide anchor design for installation
$3,000
Yes
70
Provide anchors and epoxy for installation
$2,000
$2,000
71
Provide flushing and replacement of fluids for start up prior to beneficial use
$1,500
N/A
72
Spare parts as specified
Yes
Yes
73
Independent Vibration Testing
Yes
Yes
74
Performance Test - Performance Level 1, Vibration Level 2, Noise Level 1 per
specification
Yes
$1,318
75
Provide lifting lugs for proper installation
Yes
Yes
76
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
Yes
77
Shipping shall be FOB jobsite
Yes
Yes
78
O&M's per specification section 01781
Yes
Yes
79
Training: per the Spec 01821 - 8 Hours of Operator Training
Yes
Yes
80
Manufactures Services
Yes
Yes
81
Startup days/trips included: 1 (8 HR) Day not including travel time
Yes
Yes
82
Cost per additional day/trip: 1 Trip for 1 (8 HR) Day
$1,200/Day
$1,200/Day
83
GMP 1 Early Submittal
-$1,000
-$1,000
84
COVID-19 Scope Items
85
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
86
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
87
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
88
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
89
All tools and equipment used must be sanitized each day.
Yes
Yes
90
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
91
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
Yes
92
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
93
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
94
95
End of Scope
96
Bond/CDI Cost
$606
$416
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$47,402
$32,564
$0
$0
$0
Fairbanks pump is a dry pit pump which is required for this application. Flygt is a submersible rail
system. For Flygt pump to be used, piping connect would need to be changed, pad lengthened,
location changed and similar applications in flow shown. This is in lieu f the rail portion.
Page 356 of 501
Page 357 of 501
Page 358 of 501
Page 359 of 501
Page 360 of 501
Page 361 of 501
Page 362 of 501
Page 363 of 501
Page 364 of 501
Page 365 of 501
Page 366 of 501
Page 367 of 501
Page 368 of 501
Recommended
McCarthy
Jason House
972-322-1125
Jhouse@mccarthy.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$1,675,810
$0
$0
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
5
Surety Company
Allianz-Starr
6
Surety AM Best Rating (Must be A- or Better)
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
0.000%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
N/A
11
GL Insurance Company Name
Travelers
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
13
PRL Insurance (If required by the Front Ends)
N/A
14
Pollution Insurance (If required by the Front Ends)
N/A
15
Tier 1 Approved
Yes
16
Tier 2 Approved
Yes
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
.39
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11K - Equipment Installation
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 369 of 501
Recommended
McCarthy
Jason House
972-322-1125
Jhouse@mccarthy.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$1,675,810
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11K - Equipment Installation
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
02050 - Demolitions
Yes
42
03600 - Grout
Yes
43
05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
44
09900 - Painting
Yes
45
10400 - Equipment Identification Plates
Yes
46
11221 - Hyperbolic Mixers and Accessories
Yes
47
11295 - Hydraulic Gates and Stop Logs
Yes
48
11295 - Hydraulic Valves
Yes
49
11310 - Vertical Turbine Pumps
Yes
50
11311.1 - Submersible Pumps for Dry Pit Application
Yes
51
11314 - End Suction Centrifugal Pumps
Yes
52
11335 - Secondary Clarifier Mechanism
Yes
53
11371 - Positive Displacement Blowers (Bid Alternate #3)
Yes
54
11375 - Aeration Systems
Yes
55
11376 - Coarse Bubble Aeration Systems (Bid Alternate #3)
Yes
56
11400 - Disc Filter System
Yes
57
16225 - Electric Motors 250 HP or Less
Yes
Scope of Work
$1,739,540
$0
$0
$0
$0
58
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 11K - Equipment Installation, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
59
Check to Spec completed and submitted to McCarthy
Yes
60
1 year warranty from Final Acceptance (Aug 2023)
Yes
61
Demolition of Process Equipment:
Yes
62
General Demolition
Yes
63
Subcontractor to coordinate sequence of demolition with CMAR schedule to
ensure maintenance of Plant Operations.
Yes
64
Subcontractor to include dumpsters and haul-off / disposal fees for their
demolition scope. The CMAR dumpsters will not be used for any demolition
scopes.
Yes
65
AWRF – Process Equipment Demolition
Yes
66
Demolish Filter Influent and Backwash Effluent Slide Gates and
Actuators at Filters,
Yes
67
OWRF – Process Equipment Demolition
Yes
68
Demolish Clarifier Mechanism including suction pipe, access walkway, stairs,
guardrail/handrail, center platform, scum box, etc. for Final Clarifiers 1 & 2.
Yes
69
Demolish Sluice Gates, Slide Gates, and Actuators at Anoxic Basins. Refer to
Spec Section 11285 – Hydraulic Gates and Stop Logs and Drawings for
clarification on extent of gate demolition.
Yes
Base Bid:
Page 370 of 501
Recommended
McCarthy
Jason House
972-322-1125
Jhouse@mccarthy.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$1,675,810
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11K - Equipment Installation
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
70
Demolish Vertical Propeller Mixers at Anoxic Basins.
Yes
71
Demolish Mixers at Clarifier Splitter Box.
Yes
72
Demolish Sluice Gates, Weir Gates, and Actuators at Clarifier Splitter Box.
Yes
73
Demolish RAS and WAS Pumps at RAS/WAS Pump Station.
Yes
74
Installation of Process Equipment:
Yes
75
General Process Equipment Installation
Yes
76
Subcontractor to inspect, receive, store, and install Process Mechanical
Equipment that is furnished by CMAR.
Yes
77
Subcontractor to provide hoisting for their scope of work, including unloading
and handling prior to installation.
Yes
78
Once equipment is received from CMAR, Subcontractor is responsible for
proper storage, protection, installation and maintenance (including pre-
installation and pre-startup) per the manufacturers instructions and Contract
Documents.
Yes
79
AWRF – Process Equipment Installation
Yes
80
Fine Bubble Aeration Systems at (2) A-Basins
Yes
81
Disc Filters at Filters (Filters 1 thru 5)
Yes
82
Hydraulic Gates per the Gate Schedule
Yes
83
OWRF – Process Equipment Installation
Yes
84
Hyperbolic Mixers and Accessories at Anoxic Basins
Yes
85
Vertical Turbine Pumps at Anoxic Basins
Yes
86
Secondary Clarifier Mechanisms at Clarifiers 1 & 2
Yes
87
Submersible Pumps for Dry Pit Application at RAS/WAS PS
Yes
88
End Suction Centrifugal Pumps at RAS/WAS PS
Yes
89
Disc Filters at Filters (Filters 1 thru 4)
Yes
90
Hydraulic Gates per the Gate Schedule
Yes
91
Shipping shall be FOB jobsite
Yes
92
Unloading & storage
Yes
93
Temporary protection & enclosure
Yes
94
Preventative maintenance
Yes
95
O&M's per specification section 01781
Yes
96
Coordinating and Scheduling Manufacturer's Training of Plant Personnel
Yes
97
Spare Parts per the Specifications
Yes
98
Coordinating and Scheduling Manufactures Services
Yes
99
Performance testing: Per Spec
Yes
100 GMP 1 Early Demo
-$63,730
101 COVID-19 Scope Items
102 Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
103 Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
104
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
105
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Page 371 of 501
Recommended
McCarthy
Jason House
972-322-1125
Jhouse@mccarthy.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$1,675,810
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
11K - Equipment Installation
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
106 All tools and equipment used must be sanitized each day.
Yes
107 Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
108
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
109 Personnel are not allowed to carpool to the site or while onsite.
Yes
110 Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
111
112 End of Scope
113 Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$1,675,810
$0
$0
$0
$0
Page 372 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
11K – Equipment Installation
A - AB Diffuser replacements
135,306
2,860
$139,166
Aeration Systems
Fine Bubble Diffusers w/ 4" laterals, supports, and
15,080.0
SF
8.54
126,634
2,195
$128,829
accessories.
12" PVC Sch-40 Manifold w/ supports and dropleg
144.0
LF
23.42
3,373
$3,373
couplings
10" PVC Sch-40 Manifold w/ supports and dropleg
50.0
LF
18.28
914
$914
couplings
6" PVC Sch-40 Manifold w/ supports and dropleg couplings
122.0
LF
11.43
1,394
$1,394
Unload, Store & Protect
2.0
EA
1,746.45
1,828
665
$3,493
Startup & Training
2.0
EA
581.56
1,163
$1,163
A - Filters
168,953
43,777
1,050
17,360
$238,076
Hydraulic Gates and Stop Logs
Filter Influent Slide Gate 48" x 24" w/ electric motor
6.0
EA
3,375.38
15,767
4,486
$20,252
actuator
Common Filter Effluent Slide Gate 48" x 60" w/ electric
1.0
EA
3,661.01
2,913
748
$3,661
motor actuator
Grout for Slide Gates
7.0
EA
607.01
3,199
1,050
$4,249
Unload, Store & Protect
7.0
EA
330.47
800
1,164
$2,313
Startup & Training
7.0
EA
145.39
1,018
$1,018
Disc Filter System
Cloth Filter Media Assembly with center tube, drive
5.0
EA
16,606.60
67,694
14,952
$83,033
assembly, 14 disc configuration, influent weir box
Backwash Pumps
10.0
EA
1,123.79
8,569
1,869
$11,238
External Piping Assembly Kit w/ Valves & Instruments
5.0
EA
5,137.27
20,614
4,673
$25,686
Unload, Store & Protect
5.0
EA
789.45
2,285
1,662
$3,947
Startup & Training
5.0
EA
1,163.13
5,816
$5,816
Preventative Maintenance
5.0
EA
1,744.69
8,723
$8,723
Demolition
Demo existing Influent Slide Gate 60" x 72" w/ electric
8.0
EA
1,287.81
7,312
2,990
$10,302
motor operator.
Demo existing Backwash Effluent Slide Gate 60" x 72" w/
8.0
EA
1,287.81
7,312
2,990
$10,302
electric motor operator.
Anthracite Filter Media Transfer and Loading
5.0
EA
8,691.37
12,853
8,244
17,360
$43,457
FRP
FRP Grating for Platforms
150.0
SF
21.84
3,275
$3,275
Weirs 1' Weir and Hardware (Top Weir Walls)
42.0
LF
19.11
802
$802
O - Aeration / Anoxic & MCC Replacement
110,396
25,670
2,450
$140,266
Hyperbolic Mixers and Accessories
Hyperbolic Mixer 5HP(shaft length approx. 29.5-foot)
8.0
EA
2,658.83
18,280
2,990
$21,271
Unload, Store & Protect
8.0
EA
723.23
3,656
1,330
$5,786
Startup & Training
8.0
EA
199.91
1,599
$1,599
Preventative Maintenance
8.0
EA
1,163.13
9,305
$9,305
Hydraulic Gates and Stop Logs
IMLR Discharge Channel Slide Gate 30" x 36" w/
2.0
EA
3,146.88
4,799
1,495
$6,294
handwheel operator. Upward Opening
Anoxic Influent Channel Sluice Gate 36" x 36" w/
2.0
EA
3,204.01
4,913
1,495
$6,408
handwheel operator. Install on existing wall thimble. Upward
Opening
IMLR Discharge Channel Expansion Slide Gate 60" x 72"
2.0
EA
3,946.64
6,398
1,495
$7,893
w/ handwheel operator. Upward Opening
MLR Influent Pipe Sluice Gate 48" x 48" w/ handwheel
1.0
EA
3,489.64
2,742
748
$3,490
operator. Install on existing wall thimble. Upward Opening
IMLR Pump Feed Sluice Gate 42" x 42" w/ handwheel
1.0
EA
3,375.38
2,628
748
$3,375
operator. Upward Opening
IMLR (From future Oxic) Sluice Gate 42" x 42" w/
1.0
EA
3,375.38
2,628
748
$3,375
handwheel operator. Upward Opening
Anoxic Effluent Sluice Gate 60" x 72" w/ handwheel
2.0
EA
3,946.64
6,398
1,495
$7,893
operator. Downward Opening
Anoxic Effluent Sluice Gate 60" x 72" w/ handwheel
2.0
EA
3,946.64
6,398
1,495
$7,893
operator. Upward Opening
Anoxic Effluent Stop Log Frame 84" x 96" w/ Logs (7 ea.
2.0
EA
2,575.62
3,656
1,495
$5,151
12" tall & 2 ea. 6" tall).
Grout for Slide Gates
13.0
EA
607.01
5,941
1,950
$7,891
Grout for Stop Log Frames
2.0
EA
607.01
914
300
$1,214
Unload, Store & Protect
15.0
EA
330.47
1,714
2,493
$4,957
Startup & Training
15.0
EA
145.39
2,181
$2,181
Vertical Turbine Pumps
MLR Vertical Turbine Pump 8,500 GPM @ 18' TDH, 60HP
1.0
EA
3,230.09
2,856
374
$3,230
Grout for Vertical Turbine Pump
1.0
EA
657.01
457
200
$657
Unload, Store & Protect
1.0
EA
823.23
457
166
$823
Startup & Training
1.0
EA
290.78
291
$291
Preventative Maintenance
1.0
EA
1,163.13
1,163
$1,163
Demolition
Demo existing Sluice Gates 60" x 72" w/ handwheel
4.0
EA
1,287.81
3,656
1,495
$5,151
operator
Demo existing Vertical Propeller Mixers
8.0
EA
1,744.82
10,968
2,990
$13,959
Demo existing Slide Gates 30" x 36" w/ handwheel
2.0
EA
1,287.81
1,828
748
$2,576
operator
Demo existing Slide Gates 36" x 36" w/ handwheel
2.0
EA
1,287.81
1,828
748
$2,576
operator
Page 373 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Demo existing Slide Gates 42" x 42" w/ handwheel
2.0
EA
1,287.81
1,828
748
$2,576
operator
Demo existing Slide Gates 48" x 48" w/ handwheel
1.0
EA
1,287.81
914
374
$1,288
operator
O - Clarifiers
179,265
23,990
$206,035
Secondary Clarifier Mechanism
100' Secondary Clarifier w/Half Bridge - INSTALLATION
2.0
EA
54,900.93
95,971
13,831
$109,802
FRP Weirs & Baffles
2.0
EA
11,958.83
22,850
747
$23,918
Stamford Baffles
2.0
EA
7,159.30
13,710
448
$14,319
Launder Brushes
2.0
EA
2,322.40
4,570
75
$4,645
Unload, Store & Protect
2.0
EA
1,646.45
1,828
665
$3,293
Startup & Training
2.0
EA
581.56
1,163
$1,163
Preventative Maintenance
2.0
EA
1,163.13
2,326
$2,326
Demolition
100' Secondary Clarifier w/Half Bridge - DEMOLITION
2.0
EA
23,142.04
36,560
8,224
$46,284
Demo / Cut 14" diam RAS/WAS Pipe
2.0
EA
142.81
286
$286
O - Effluent Storage Reservoir
15,922
4,569
750
$21,492
Hydraulic Gates and Stop Logs
CCB Stop Log Frame 48" x 156" w/ Logs
2.0
EA
2,575.62
3,656
1,495
$5,151
Reservoir Inlet Slide Gate 60" x 72" w/ electric motor
1.0
EA
3,946.64
3,199
748
$3,947
actuator. Upward Opening
Reservoir Outlet Slide Gate 48" x 48" w/ electric motor
2.0
EA
3,489.64
5,484
1,495
$6,979
actuator. Upward Opening
Grout for Slide Gates
3.0
EA
607.01
1,371
450
$1,821
Grout for Stop Log Frames
2.0
EA
607.01
914
300
$1,214
Unload, Store & Protect
5.0
EA
330.47
571
831
$1,652
Startup & Training
5.0
EA
145.39
727
$727
O - Filters
127,129
28,244
1,350
$158,443
Hydraulic Gates and Stop Logs
Filter Influent Slide Gate 48" x 24" w/ electric motor
4.0
EA
3,375.38
10,511
2,990
$13,502
actuator. Upward Opening
Common Filter Influent Channel Slide Gate 48" x 84" w/
2.0
EA
3,946.64
6,398
1,495
$7,893
handwheel operator. Upward Opening
Filter Bypass Channel Slide Gate 48" x 60" w/ handwheel
1.0
EA
3,661.01
2,913
748
$3,661
operator. Upward Opening
Filter Bypass Stop Log Frame 48" x 48" w/ Logs (3 ea. 12"
1.0
EA
2,575.62
1,828
748
$2,576
tall, 2 ea. 6" tall)
Common Effluent Channel Stop Log Frame 48" x 120" w/
1.0
EA
2,575.62
1,828
748
$2,576
Logs (9 ea. 12" tall, 2 ea. 6" tall)
Grout for Slide Gates
7.0
EA
607.01
3,199
1,050
$4,249
Grout for Stop Log Frames
2.0
EA
607.01
914
300
$1,214
Unload, Store & Protect
9.0
EA
330.47
1,028
1,496
$2,974
Startup & Training
9.0
EA
145.39
1,309
$1,309
Disc Filter System
Cloth Filter Media Assembly with center tube, drive
4.0
EA
16,606.60
54,155
11,962
$66,426
assembly, 12 disc configuration, influent weir box
Backwash Pumps
8.0
EA
1,123.79
6,855
1,495
$8,990
External Piping Assembly Kit w/ Valves & Instruments
4.0
EA
4,968.17
15,815
3,738
$19,873
Unload, Store & Protect
4.0
EA
789.45
1,828
1,330
$3,158
Startup & Training
4.0
EA
1,163.13
4,653
$4,653
Preventative Maintenance
4.0
EA
1,744.69
6,979
$6,979
Demolition
Demo existing Slide Gates 48" x 84" w/ handwheel
2.0
EA
1,287.81
1,828
748
$2,576
operator
Demo existing Slide Gates 48" x 30" w/ handwheel
1.0
EA
1,287.81
914
374
$1,288
operator
Demo existing Slide Gates 48" x 60" w/ handwheel
1.0
EA
1,287.81
914
374
$1,288
operator
FRP
FRP Grating for Platforms
120.0
SF
21.84
2,620
$2,620
Weirs 1' Weir and Hardware (Top Weir Walls)
33.5
LF
19.11
640
$640
O - General (Temp Power, Potholing, Silo Gate)
5,484
1,330
2,500
3,000
$12,314
Cake Silo Isolation Gate
Remove and Rotate existing Silo Isolation Gate
1.0
EA
12,313.83
5,484
1,330
2,500
3,000
$12,314
O - RAS/WAS Pump Station
24,698
5,607
1,000
$31,630
Submersible Pumps for Dry Pit Application
RAS Dry Pit Submersible Pump 4,939.6 GPM @54.2 TDH,
3.0
EA
3,032.63
6,855
2,243
$9,098
85HP
Grout for Dry Pit Submersible Pump
3.0
EA
657.01
1,371
600
$1,971
Unload, Store & Protect
3.0
EA
532.01
1,371
$1,596
Startup & Training
3.0
EA
290.78
872
$872
Preventative Maintenance
3.0
EA
581.56
1,745
$1,745
End Suction Centrifugal Pumps
WAS End Suction Centrifugal Pump 450 GPM @ 39' TDH,
2.0
EA
2,575.62
3,656
1,495
$5,151
10HP
Grout for End Suction Centrifugal Pump
2.0
EA
542.75
686
400
$1,086
Unload, Store & Protect
2.0
EA
278.50
457
$557
Startup & Training
2.0
EA
290.78
582
$582
Preventative Maintenance
2.0
EA
581.56
1,163
$1,163
Demolition
Demo existing RAS Pumps
3.0
EA
1,744.82
4,113
1,121
$5,234
Demo existing WAS Pumps
2.0
EA
1,287.81
1,828
748
$2,576
Page 374 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
O - Splitter Box Mods
39,126
12,336
1,350
$53,262
Hydraulic Gates and Stop Logs
Splitter Box Weir Gate 60" x 30" w/ handwheel operator.
4.0
EA
3,432.51
10,740
2,990
$13,730
Downward Opening
Splitter Box Sluice Gate 24" x 24" w/ handwheel operator.
1.0
EA
3,032.63
2,285
748
$3,033
Upward Opening
Stop Logs 60" x 42" (3 ea. 12" tall, 1 ea. 6" tall) in existing
4.0
EA
3,032.63
9,140
2,990
$12,131
channel frame.
Grout for Slide Gates
9.0
EA
607.01
4,113
1,350
$5,463
Unload, Store & Protect
9.0
EA
330.47
1,028
1,496
$2,974
Startup & Training
9.0
EA
145.39
1,309
$1,309
Demolition
Demo existing Mixers (smaller)
4.0
EA
1,287.81
3,656
1,495
$5,151
Demo existing Mixers (larger)
2.0
EA
1,516.31
2,285
748
$3,033
Demo existing Weir Gates 60" x 36" w/ handwheel
4.0
EA
1,287.81
3,656
1,495
$5,151
operator
Demo existing Sluice gate 24" x 24" w/ handwheel
1.0
EA
1,287.81
914
374
$1,288
operator
Z - General Requirements (both plants)
459,592
14,497
121,136
$738,857
Project/Field Supervision
Assistant Project Manager (Kim Young)
16.0 WK
4,354.78
69,676
$69,676
Mech Superintendent (Jordan Woodworth)
32.0 WK
4,995.16
159,845
$159,845
Project Engineer (Taylor Meulemans)
48.0 WK
3,673.03
176,305
$176,305
General Carpentry
Layout (Crew)
176.0
HR
63.64
11,201
$11,201
Survey Instruments
4.0
MO
550.00
2,200
$2,200
Cleanup, Saftey and Protection
40.0 WK
912.70
36,508
$36,508
Dump Fees
10.0
LD
260.06
2,601
$2,601
Job Support Items
Double Wide Trailers (Ocotillo)
4.5
MO
1,441.00
6,485
$6,485
Tool Trailer
10.0
MO
151.78
1,518
$1,518
Motorola Radios
42.0
MO
75.00
3,150
$3,150
Water Distribution
13,917.3
MH
0.31
4,360
$4,360
Drinking Water/Cups
13,917.3
MH
0.18
2,505
$2,505
Coolers
5.0
EA
30.00
150
$150
First Aid
10.0
MO
175.00
1,750
$1,750
Personal Protective Gear
13,917.3
MH
1.25
17,397
$17,397
Scaffolding/Stairs
20.0
EA
750.00
15,000
$15,000
Fire Extinguishers
12.0
EA
150.00
1,800
$1,800
Control Logistics
Yard Charges/Services
10.0
MO
500.00
5,000
$5,000
Safety Railing
300.0
LF
7.15
1,696
450
$2,146
Safety Programs
13,917.3
MH
0.29
4,036
$4,036
Drug Testing
13,917.3
MH
0.12
1,670
$1,670
Equipment Cost
Small Tools
13,917.3
MH
1.50
20,876
$20,876
Consumables
13,917.3
MH
1.50
20,876
$20,876
Forklift - Petibone 8000
4.0
MO
3,244.74
12,979
$12,979
Fuel, Oil & Parts-Equip
12,978.9
%
0.40
5,192
$5,192
Indirect Cost
McCarthy Travel (Equipment QC)
1.0
LS
10,000.00
10,000
$10,000
Contractor Fee @ 9%
1,595,908.5
%
0.09
$143,632
11K – Equipment Installation Total
1,265,871
162,879
131,586
20,360
$1,739,540
Page 375 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 13A Wet Pipe Fire Extinguishing System
Subcontractor/Supplier Name
Status
RCI Systems
Recommended
Aero Automatic Sprinkler Company
Proposed
Foothills Fire Protection
Proposed
Arizona Verde Fire Protection
Proposed
Climatec
Declined
Western States Fire Protection Company
Declined
Page 376 of 501
Recommended
RCI Systems
Arizona Verde Fire
Protection
Foothills Fire
Aero Automatic
Sprinkler
Western States Fire
Protection
Jeff Little
Wade Green
Kevin Huennekens
Jerry Wear
Travis Sticka
(480) 694-0856
(602) 278-1111
(480) 951-3434
(602) 763-4162
(6022) 727-2200
jlittle@rcifire.com
wade@avfp.net
kevin@foothillsfire.co
m
jwear@aerofire.com
travis.sticka@wsfp.us
TOTAL WORK CATEGORY PACKAGE VALUE
$32,703
$44,298
$46,476
$63,014
DECLINED
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
N/A
N/A
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
Yes
Yes
Yes
5
Surety Company
Travelers Casualty &
Surety
Western National
Mutual Insurance
Co.
Merchants Bonding
Company
Travelers Casualty &
Surety
6
Surety AM Best Rating (Must be A- or Better)
A++
A+
A
A++
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
No
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
Yes
9
Bond/CDI Cost
1.500%
1.600%
2.000%
0.500%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
Yes
11
GL Insurance Company Name
Travelers Property
Casualty Co of
America
Everest Indemnity
Insurance Company
Great Divide
Insurance Company
Old Republic
Insurance Company
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A++
A+
A+
A+
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
Yes
Yes
15
Tier 1 Approved
Yes
Pending
Yes
Yes
16
Tier 2 Approved
No
No
No
No
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
0
0.75
0.7
0.41
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
Yes
24
Acknowledges Soils Report
Yes
Yes
Yes
Yes
25
Acknowledges Addenda
Yes
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
Yes
27
Sales Tax Included
No
No
No
No
28
COVID-19 Market Questions
29
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
5%
0%
10%
No. Less than 0.5%
of Aero’s total work
delayed.
30
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
Yes, less than 5%
now
No
10%
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
No
32
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
No
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
Yes, they are back
now
No
Yes
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Yes
No
Yes
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13A - Wet Pipe Fire Extinguishing System
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 377 of 501
Recommended
RCI Systems
Arizona Verde Fire
Protection
Foothills Fire
Aero Automatic
Sprinkler
Western States Fire
Protection
Jeff Little
Wade Green
Kevin Huennekens
Jerry Wear
Travis Sticka
(480) 694-0856
(602) 278-1111
(480) 951-3434
(602) 763-4162
(6022) 727-2200
jlittle@rcifire.com
wade@avfp.net
kevin@foothillsfire.co
m
jwear@aerofire.com
travis.sticka@wsfp.us
TOTAL WORK CATEGORY PACKAGE VALUE
$32,703
$44,298
$46,476
$63,014
DECLINED
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13A - Wet Pipe Fire Extinguishing System
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
36
Do you have any overseas suppliers that may be impeding your supply chain?
Yes
No
Yes
No
37
38
Per Plans & Specifications
Yes
Yes
Yes
Yes
39
Division 1 as it relates to this scope of work
Yes
Yes
Yes
Yes
40
13930 - Wet Pipe Fire Extinguishing System
Yes
Yes
Yes
Yes
41
15140 - Supports and Anchors
Yes
Yes
Yes
Yes
42
15400 - Plumbing Fixtures and Equipment
Yes
Yes
Yes
Yes
Scope of Work
$28,395
$42,600
$42,500
$64,900
$0
43
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 13A - Wet Pipe Fire Extinguishing System, in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but
not limited to the following:
Yes
Yes
Yes
Yes
44
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
Yes
45
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
Yes
46
Material Escalation Costs
$1,135
Yes
Yes
Yes
47
BIM Coordination
$1,690
Yes
Yes
Yes
48
All work provided shall be manufactured, installed, and tested in accordance the
latest standard of NFPA 13
Yes
Yes
Yes
Yes
49
Correct piping material as specified in spec section 13930 section 2.2 Piping
Materials
Yes
Yes
Yes
Yes
50
Provide all necessary equipment as stated in spec section 13930 section 2.3
Equipment
Yes
Yes
Yes
Yes
51
Include fire department connection
Yes
Yes
$2,065
Yes
52
Piping to be painted.
WC 09D
WC 09D
WC 09D
-$3,500
53
Connect to 6" fire protection main on the interior of building for fire riser as seen
on C-1.22
Yes
Yes
Yes
Yes
54
Furnish and install fire risers in accordance with C.O.C. standard detail FD144
Yes
Yes
Yes
$300
55
Includes P.E. stamped fire sprinkler system shop drawings and permit costs for
the City of Chandler
Yes
Yes
Yes
Yes
56
Furnish and install fire alarm system with control panel
WC 16A
WC 16A
WC 16A
WC 16A
57
Provide all interconnection wiring between equipment control panels and fire
alarms
WC 16A
WC 16A
WC 16A
WC 16A
58
Provide all anchors and epoxy required for the installation of the equipment
Yes
Yes
Yes
Yes
59
Provide (5) fire alarm signs near each fire alarm bell
$1,000
$1,000
$1,000
$1,000
60
O&M's per specification section 01730
Yes
Yes
Yes
Yes
61
Training: per the Spec
Yes
Yes
Yes
Yes
62
Performance testing: Per Spec
Yes
Yes
Yes
Yes
63
Testing days/trips included:
1 Day
2 Days
Yes
Yes
64
COVID-19 Scope Items
65
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
Yes
66
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
Yes
67
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
Yes
Base Bid:
Page 378 of 501
Recommended
RCI Systems
Arizona Verde Fire
Protection
Foothills Fire
Aero Automatic
Sprinkler
Western States Fire
Protection
Jeff Little
Wade Green
Kevin Huennekens
Jerry Wear
Travis Sticka
(480) 694-0856
(602) 278-1111
(480) 951-3434
(602) 763-4162
(6022) 727-2200
jlittle@rcifire.com
wade@avfp.net
kevin@foothillsfire.co
m
jwear@aerofire.com
travis.sticka@wsfp.us
TOTAL WORK CATEGORY PACKAGE VALUE
$32,703
$44,298
$46,476
$63,014
DECLINED
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13A - Wet Pipe Fire Extinguishing System
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
68
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
Yes
69
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
Yes
70
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
Yes
71
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
N/A
N/A
N/A
72
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
No
No
73
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
Yes
74
75
End of Scope
76
Bond/CDI Cost
$483
$698
$911
$314
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$32,703
$44,298
$46,476
$63,014
$0
Page 379 of 501
Page 380 of 501
Maintenance Bldg is Base Bid.
Blower Piping cost is the alternate for Sludge Holding
Page 381 of 501
Page 382 of 501
Page 383 of 501
Page 384 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 13B Pre-Engineered Metal Building
Subcontractor/Supplier Name
Status
Arizona Corporate Buildings
Recommended
Colton Constructors Inc.
Proposed
Image Building Systems
Declined
VP Buildings
Declined
Architectural Building Systems
Declined
Bunger Steel
Declined
Butler Manufacturing - Fleming West
Declined
Hayward Builders
Declined
Page 385 of 501
Recommended
Arizona Corporate
Builders LLC
Colton Constructors
Image Building
Systems
Fleming West
Hayward Builders
Dave Manarin
Grant Ballard
Enrique Mendez
Aaron Wolf
Beth Williams
602-448-6079
602-828-1764
602-490-9548
480-951-5301
480-816-3350
dave@azcorporateb
uilders.com
grantb@coltonconst.
com
enrique@imagebuildi
ngsystems.com
awolf@flemingwest.c
om
neth@haywardbuilder
s.com
TOTAL WORK CATEGORY PACKAGE VALUE
$564,673
$682,065
No Bid
No Bid
No Bid
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
4/15/2021
1/11/2021
5
Surety Company
Travelers
Travelers
6
Surety AM Best Rating (Must be A- or Better)
A++
A++
7
AM Best Financial Size X($500M to $750M) or higher
10M
15M
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
N/A
9
Bond/CDI Cost
1.500%
1.500%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
11
GL Insurance Company Name
Travelers Indemnity
Company of
Connecticut
Amerisure
Insurance Company
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A++
A
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
15
Tier 1 Approved
Yes
Yes
16
Tier 2 Approved
N/A
N/A
17
Safety Items:
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
1.27
1.00
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
24
Acknowledges Soils Report
Yes
Yes
25
Acknowledges Addenda
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
27
Pricing good for the duration of the project
N/A
N/A
28
Sales Tax Included
No
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
Minimal impact or
delays
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
Large southwest
airlines hangar
construction project
start date delayed
over 1 year by
owner (swa)
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13B - Prefabricated Metal Building
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 386 of 501
Recommended
Arizona Corporate
Builders LLC
Colton Constructors
Image Building
Systems
Fleming West
Hayward Builders
Dave Manarin
Grant Ballard
Enrique Mendez
Aaron Wolf
Beth Williams
602-448-6079
602-828-1764
602-490-9548
480-951-5301
480-816-3350
dave@azcorporateb
uilders.com
grantb@coltonconst.
com
enrique@imagebuildi
ngsystems.com
awolf@flemingwest.c
om
neth@haywardbuilder
s.com
TOTAL WORK CATEGORY PACKAGE VALUE
$564,673
$682,065
No Bid
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13B - Prefabricated Metal Building
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Yes - Lead Times
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
38
39
Per Plans & Specifications
Yes
Yes
40
Division 1 as it relates to this scope of work
Yes
Yes
41
03600 Grout
By WC 03A
By WC 03A
42
05010 Anchor Bolts, Toggle Bolts and Concrete Inserts
Yes
Yes
43
05120 Structural Steel and Framing
Yes
Yes
44
05500 - Metal Fabrications
Yes
Only Mezzanine,
Stairs, Railings
,Crane runway
beams & stops
included from misc.
structural
45
07620 Sheet Metal Flashing and Trim
Yes
Yes
46
07900 - Joint Sealers
Yes
Yes
46
08950 Translucent Wall and Roof Assemblies
Yes
Yes
47
13300 Metal Building Systems
Yes
YES
Scope of Work
$616,044
$576,135
48
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 13C - Prefabricated Metal Building, in accordance
with and reasonably inferable from the Contract Documents, complete and
without exception unless otherwise noted below, including, but not limited to
the following:
Yes
Yes
49
Check to Spec completed and submitted to McCarthy
Yes
Yes
50
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
51
Airport WRF - Maintenance Building
52
Onsite supervision: Full time superintendent/safety manager
$15,000
Yes
53
Shop Drawings per specification requirements
Yes
Yes
54
Design Engineer licensed in state of Arizona
Yes
Yes
55
Perform all design work associated with the PEMB structure including the interior
Mezzanine and Canopy
Yes
Yes
56
Meet all Design requirements as called out on Structural General Notes S-1
through S-5 in the drawings. S-5 specific load information for the Pre-Engineered
Metal Building governs over the S-1 loading requirements.
Yes 5PSF Collateral
Load
Yes
57
Perform work in accordance with AISC 360
Yes
Yes
58
Perform welding in accordance with AWS D1.1/D1.1M
Yes
Yes
59
Furnish and Install PEMB Metal Building per Arizona applicable codes and
requirements including the Mezzanine and Canopy
Yes
Yes
60
Furnish and Install complete - Metal Wall Panel System per details
Yes
Yes
61
Furnish and Install Skylights
Yes
Yes
Base Bid:
Page 387 of 501
Recommended
Arizona Corporate
Builders LLC
Colton Constructors
Image Building
Systems
Fleming West
Hayward Builders
Dave Manarin
Grant Ballard
Enrique Mendez
Aaron Wolf
Beth Williams
602-448-6079
602-828-1764
602-490-9548
480-951-5301
480-816-3350
dave@azcorporateb
uilders.com
grantb@coltonconst.
com
enrique@imagebuildi
ngsystems.com
awolf@flemingwest.c
om
neth@haywardbuilder
s.com
TOTAL WORK CATEGORY PACKAGE VALUE
$564,673
$682,065
No Bid
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13B - Prefabricated Metal Building
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
62
Roof System R-Value of 30 or greater per specifications
Yes
Yes
63
Wall System R-Value of 19 or greater per specifications
Yes
Yes
64
Bridge Crane Runway Beams and Stops
Yes
Yes
65
Gutters and Downspouts - Splash blocks by others
Yes
Yes
66
Furnish Stair and Railings to Mezzanine
Yes
Yes
67
Metal Liner Panels on Exterior walls to 8' elevation
Yes
Yes
68
Anchor Bolts and Steel templates (Furnish Only)
Yes
Yes
69
Framed openings for all exterior doors/windows
Yes
Yes
70
openings for HVAC Ductwork through Walls including coordination of
weathertight structure per detail 6 on drawing H-3.83
Yes
Yes
71
Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona
Yes but no
embedment
Yes
72
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes all MB
Components
AS/Nucor Primer
included
73
Shipping shall be FOB jobsite
Yes
Yes
74
Unloading & storage
Yes
Yes
75
Temporary protection & enclosure
Yes
Yes
76
Install Door frames and seal frames
$1,610
$2,000
77
Building Water tight testing- by Field Verified
$8,350
$8,350
78
Escalation Costs to hold bid for 150 days
Yes
$80,000
79
Additional costs to go with Kalwall skylights vs std. translucent panel
Yes
$5,500
80
Additional Warranty 5 years after Substantial Completion for Defective work and
35 year warranty for High Performance Coatings includes coverage for exterior
pre-finished surfaces
Yes
Yes
81
Value Engineering Option for Campana Building Systems (CBC) by Arizona
Corporate Builders (Accepted in GMP 5/4/21 comments)
-$60,055
N/A
82
Deductive to switch from Kalwall panels called out in specs to flat style
translucent roof panels (Accepted in GMP 5/4/21 comments)
-$24,621
N/A
83
COVID-19 Scope Items
84
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes, if still
applicable
85
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes, if still
applicable
86
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes, if still
applicable
87
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes, if still
applicable
88
All tools and equipment used must be sanitized each day.
Yes
Yes, if still
applicable
89
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes, if still
applicable
90
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
No Trailer
Yes, if still
applicable
91
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes, if still
applicable
Page 388 of 501
Recommended
Arizona Corporate
Builders LLC
Colton Constructors
Image Building
Systems
Fleming West
Hayward Builders
Dave Manarin
Grant Ballard
Enrique Mendez
Aaron Wolf
Beth Williams
602-448-6079
602-828-1764
602-490-9548
480-951-5301
480-816-3350
dave@azcorporateb
uilders.com
grantb@coltonconst.
com
enrique@imagebuildi
ngsystems.com
awolf@flemingwest.c
om
neth@haywardbuilder
s.com
TOTAL WORK CATEGORY PACKAGE VALUE
$564,673
$682,065
No Bid
No Bid
No Bid
Project Name: Chandler WRF Improvements
Project No. WW1901.401
13B - Prefabricated Metal Building
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
92
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes, if still
applicable
93
94
End of Scope
95
Bond/CDI Cost
$8,345
$10,080
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$564,673
$682,065
$0
$0
$0
Page 389 of 501
1
Arizona Corporate Builders, LLC AWRF Maintenance Building Proposal 4/13/21 R1 4/14/21
1555 W. University Drive, Suite 108
Tempe, Arizona 85281
(480) 967-0969 phone
(480) 967-2050 fax
ROC NO. 212723 213134
____________________________________________________________________________
April 13, 2021 R1 4/14/21
ACB QUOTE # M21132
Craig Nagel
McCarthy Construction
VIA EMAIL: cnagel@mccarthy.com.
Phone: 913-424-9630
Re: AWRF MAINTENANCE STEEL BUILDING PROPOSAL -CHANDLER-GILBERT WRF
Arizona Corporate Builders, LLC (ACB) hereby submits the following CBC (Campana Building Systems) STEEL
BUILDING SYSTEMS supply and erect proposal for the AWRF Maintenance Building located at the
Chandler-Gilbert WRF.
This proposal is based on plans prepared by Motley Design Group dated 3/1/21 and per our abstract as
described below. Addendums 1 thru 4 acknowledged. Please note
STEEL BUILDING SYSTEM DESCRIPTION:
One (1) each CBC (Campana Building Consultants) rigid modular frame clear span offset ridge steel building system,
75’ wide x 100’ long x 23’ ¼” / 24’ ¾” low side eave / 25’ 1 ¼” ridge height
Frame Lines 2, 3, & 4 to have one interior column per rafter frame, and Frame Lines 1,5, and 6 to have two interior
columns per rafter frame
Bay spacings: 5 @ 20’
One each lean-to canopy system 8’8” wide x 75’ long x 10’ 6 ¾” eave height
STEEL MEZZANINE SYSTEM:
Includes columns, beams, joist decking, edge angle, stairs, and handrail for steel framed mezzanine system.
DESIGN PARAMETERS:
•
IBC 2018 Building Code
•
Building Occupancy Classification: Class III
•
20 PSF Live Load (Non-reducible)
•
0 PSF Ground Snow
•
108 MPH Wind Load Exposure C
•
10 PSF Collateral Load (Superimposed Dead Load)
•
Mezzanine Loads: 150 PSF Live Load
•
Overhead Crane Loads: 6.3 Metric Tons
•
Seismic Design: Ss = 0.178, S1 = 0.065
•
Seismic Importance Factor: 1.25
•
Site Class D
•
Deflections. Roof Secondary Framing L/150, Wall Secondary L/90, Primary Framing L/180, and Lateral Drift
H/200 or ¾” max..
•
Fabricator Inspection Program for Manufacturers of Metal Building Systems MB-107: STEEL BUILDING SYSTEMS is
in compliance with the Manufactures of Metal Building Systems (AC472) requirements for accreditation and is
recognized under Section 1704.2.5.1 of the 2015 or 2018 International Building Code.
•
Note: To the best of our knowledge, the design criteria listed above meets the governing building code.
The “Engineer of Record” is responsible for verifying the design criteria. The engineer employed by
the steel building manufacturer does not serve as the “Engineer of Record”. A change in the
design requirements may affect the building price.
Base Bid equals - Option 2 Cost of $607,294 plus
$8,750 for the crane beams
Page 390 of 501
2
Arizona Corporate Builders, LLC AWRF Maintenance Building Proposal 4/13/21 R1 4/14/21
BRACING:
Lateral Bracing will be accomplished with X-bracing in the roof and side walls.
ROOF SHEETING:
Roof panels to be through fastened 26 gauge ‘R’ panel lap seam roofing (36” wide x 11/4” ribs @ 12” o/c) in a
a factory standard 35 year PVDF (Kynar) paint finish warranty. Roof is complete with necessary sealants, trim
and fasteners.
WALL SHEETING:
Wall panels to be through fastened 26 gauge, 36” wide with 1 ¼” ribs at 12” oc. Panels to have a factory
standard 35 year PVDF ( Kynar) paint finish warranty with necessary sealants, trim, and fasteners.
INTERIOR WALL LINER PANEL SHEETING:
Interior wall liner panel sheeting where shown on the drawings to be 26 gauge PBR panels with a
white silicone polyester color finish.
BUILDING INSULATION:
The roof is to be insulated at the time of erection with a two layer R-13 (4”) and R-19 (8”) (R-30 roof) blanket
insulation system. The laminate on the insulation will be a minimum UL-rated WMP 10 white reinforced vinyl.
Walls to be insulated at the time of erection with R-19 (6”) blanket insulation system. The laminate on the
insulation will be a minimum UL-rated WMP 10 white reinforced vinyl.
ANCHOR BOLTS:
Anchor Bolts and templates to be included.. ACB to provide Anchor Bolt layout plans and details.
WARRANTIES:
1. Panel Finish Warranty 35-years.
2. 5- Years for Workmanship
BRIDGE CRANES:
Includes column stub supports, runway beams, and end stops for 6.3 Metric Ton x 50’ span x 60’ long
overhead cranes system..
ENGINEERING & SHOP DRAWINGS:
Includes four (4) sets of STEEL BUILDING SYSTEMS shop drawings, including column location plan and structural
calculations sealed by an Arizona registered engineer for the steel building system. Drawings and calculations
will be available digitally. Note: Foundation design is not included and is the responsibility of the engineer of
record.
Page 391 of 501
3
Arizona Corporate Builders, LLC AWRF Maintenance Building Proposal 4/13/21 R1 4/14/21
BUILDING OPENINGS and ACCESSORIES:
1.
Includes framed openings for all doors, overhead doors, windows, louvers, and other wall
penetrations that exist in the PEMB wall framing areas and that are shown on the wall elevations.
2.
All overhead doors, man doors and windows throughout the buildings are to be supplied and
installed by others. Three (3) each framed openings for overhead doors, Four (4) each 3’4” x 7’2”
framed openings for hollow metal doors/frames, and five (5) each 3’ x 5’ framed openings for
windows, and numerous openings for supply and return ducts openings and wall exhaust systems.
3.
Twelve (12) each 3’ x 12’ double dome skylights with roof curbs and sub-framed openings
4.
Gutters and exterior downspouts on all eaves.
PROPOSAL EXCLUSIONS:
-
Textura Fees.
-
Roof Curbs
-
Roof Hatches.
-
Bird Netting.
-
Sales or use taxes of any kind.
-
Sun Shades of any kind.
-
Finish painting of steel.
-
Jamb Wrap Trim
-
Galvanizing of any structural steel.
-
Grouting or dry-pack of any kind.
-
Special Inspection fees of any kind.
-
Cleaning of steel after delivery to jobsite.
-
Misc. steel and structural steel (i.e. any steel sized on drawings, etc.).
-
Perforated metal panels.
-
Caulking of other materials.
-
Fire caulking at firewalls.
-
Dump Fees
-
Professional surveyor to check layout. ACB to be provided with at least (1) leveling nut to required
grade.
-
Footing and foundation design.
-
Flashings and trims associated with non-metal roof systems.
-
Underlayment (Tyvek) of any kind.
-
Wood work of any kind (blocking, substrates, etc.).
-
Metal blocking or strapping required by other trades for their installations.
-
Composite wall panels.
-
Metal wall sheeting for conventional steel structures.
-
Metal stud work of any kind.
-
Any steel that is designed and sized on the bid documents. This is usually picked up by the Misc.
Steel package.
-
Interior roof drains for interior gutters.
-
Misc. backing and blocking for other trades unless specifically called out in this proposal.
-
Cleaning or extreme straightening of anchor bolts.
-
Dust abatement activities (i.e. vibration pads, water trucks, etc.).
-
Material mockup of any kind.
-
Contractual indemnification of others by ACB.
-
Prevailing wages, premium wages, Davis Bacon Act wages.
-
Provisions for Factory Mutual requirements (i.e. FM-60, FM-90, etc.).
-
Provisions for Buy American or Buy America Act requirements.
-
Liquidated or actual damages. (this is subject to negotiation).
Anything not specifically listed above
ADDITIONAL CLARIFICATIONS:
Page 392 of 501
4
Arizona Corporate Builders, LLC AWRF Maintenance Building Proposal 4/13/21 R1 4/14/21
-
All primary and secondary steel provided in this proposal will be primed with a red oxide primer. Please
note that primer is not intended to be a finish paint system. It is intended to protect steel in transport to
the jobsite.
-
The pricing of this project has assumed that all the materials will be able to ship at a continuous time-
frame.
-
Contractor to provide access ramps onto the slabs for safe access of forklifts.
-
Common walls between buildings are open to framing by others.
-
ACB is not carrying any taxes in this pricing. This can be added per request.
-
The cost of restricted access is excluded. ACB shall be provided with level access for 24 feet around the
full perimeter of the building and the entire floor slab for men, materials and equipment. An adequate lay-
down and shake-out area shall be provided adjacent to the access area.
-
ACB standard insurance coverage: Commercial General Liability $1 million each occurrence, $2 million
general aggregate and $2 million products and completed operations aggregate; Automobile Liability Any
Auto $1 million combined single limit; Workman’s Compensation Insurance Employer Liability Limits
$1,000,000/1,000,000/1,000,000.
-
Any separate contract agreement for this work made as a result of this proposal shall be subject to the
terms of this proposal in its entirety whether or not this proposal is referenced in the contract. Changes to
the inclusions, exclusions and other terms of this proposal shall be void unless agreed to in writing by ACB.
-
This quote is good for 30 days, subject to factory increases. Lead times for engineering and materials vary
depending upon if the building requires architect approval or if it can be fabricated immediately. Duration
commitments can be made at time of order subject to factory backlog. Monthly progress billings will be
invoiced by the end of each month, with payment due by the 20th of the following month. Any unpaid
balances will accrue interest per Arizona state law. We have figured that payment methods and
procedures will follow the Arizona Prompt Pay Law.
-
This proposal is subject to reasonable contractual terms.
-
No provisions have been included for protection of concrete from tire marks. Typical erection includes the
use of extended reach fork-lifts, scissor lifts and man lifts within the building envelope. The rubber tires
from this equipment can be expected to leave marks on the concrete. The cleaning or protection from such
marks has not been included in this cost.
-
(1) mobilization has been included for red iron steel erecting. Additional mobilizations can be provided at
additional costs.
-
No provisions are included for site specific or special safety training other than the basic OSHA training
unless noted otherwise.
BASE BID PRICING: CBC (CAMPANA BUILDING CONSULTANTS) STEEL BUILDING SYSTEM:
Arizona Corporate Builders, LLC will supply and erect the above described AWRF Maintenance Building for
the lump sum price of: $500,446.00 Excluding Tax & Bond.
Note* Proposed Price is based on order placement within 30-days of proposal date and delivery within
150 days of proposal date.
OPTION 1:
To hold pricing 150 day until contract award / building order date, the revised supplied and erected price will
be $547,239.00 Excluding Taax & Bond
OPTION #2 PRICING FOR NUCOR STEEL BUILDING SYSTEM:
ADD $607,294.00 To supply and Install Nucor Building Systems steel building in lieu of CBC (Campana
Building Consultants) steel building. Pricing to remain valid for a period of 150 days to contract award / building
order date.
Nucor Lead Times:
Due to Nucor’s present backlog, Nucor will not provide drawing and delivery dates until they are provided an
order date for the steel building. Presently on similar projects after order placement, shop drawing dates are
pushing 16-18 weeks, and deliveries are pushing out to January 2022..
Respectfully Submitted;
Arizona Corporate Builders, LLC
Dave Manarin – Vice President
Office: 480-967-0969
Cell: 602-448-6079
Page 393 of 501
1
Nagel, Craig
From:
Dave Manarin <dave@azcorporatebuilders.com>
Sent:
Tuesday, April 20, 2021 3:42 PM
To:
Nagel, Craig
Subject:
RE: Chandler Gilbert WRF AWRF Maintenance Building
Follow Up Flag:
Follow up
Flag Status:
Completed
For a fulltime supervisor you will need to add $15,000.00
$75/mh x 40mh = $3,000.00/wk x 5 weeks = $15,000.00
Thanks,
Dave Manarin – Vice President
1555 W. Universtiy Dr. Suite 108
Tempe, AZ 85281
Office: 480-967-0969
Cell: 602-448-6079
`
From: Nagel, Craig <CNagel@McCarthy.com>
Sent: Tuesday, April 20, 2021 8:39 AM
To: Dave Manarin <dave@azcorporatebuilders.com>
Subject: RE: Chandler Gilbert WRF AWRF Maintenance Building
Dave,
Yes that should be sufficient but if there are issues then I would expect the field coordinator to be onsite as needed.
If we did require a full time supervisor what would be your add to have the coordinator there full time through erection?
Craig Nagel
Sr. Estimator
McCarthy Building Companies, Inc.
7930 Santa Fe Drive, Suite 200 | Overland Park, KS 66204
Direct: 913-202-7017
Mobile: 913-424-9630
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
From: Dave Manarin <dave@azcorporatebuilders.com>
Sent: Tuesday, April 20, 2021 10:36 AM
To: Nagel, Craig <CNagel@McCarthy.com>
Subject: RE: Chandler Gilbert WRF AWRF Maintenance Building
Hi Craig,
I will have you the breakouts by later today or first thing in the morning.
Page 394 of 501
3
Hi Craig,
Attached please find our updated insurance certs.
Concerning the crane beam the price is $8750.00 for two each 60’ runs.
Thanks,
Dave Manarin – Vice President
1555 W. Universtiy Dr. Suite 108
Tempe, AZ 85281
Office: 480-967-0969
Cell: 602-448-6079
`
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
*** This electronic mail message, including attachments, is intended only for the person or
entity to which it is addressed and may contain confidential and/or privileged material. Any
unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents
of this information, is prohibited. If you received this e-mail in error and are not the intended
recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of
the original message. ***
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
*** This electronic mail message, including attachments, is intended only for the person or
entity to which it is addressed and may contain confidential and/or privileged material. Any
unauthorized use, review, disclosure, distribution, or actions taken in reliance on the contents
of this information, is prohibited. If you received this e-mail in error and are not the intended
recipient, please notify me immediately by telephone or reply e-mail and destroy all copies of
the original message. ***
Page 395 of 501
1
Nagel, Craig
From:
Dave Manarin <dave@azcorporatebuilders.com>
Sent:
Tuesday, April 20, 2021 5:35 PM
To:
Nagel, Craig
Subject:
Escalation Pricing Breakout for Nucor Building Systems
Follow Up Flag:
Follow up
Flag Status:
Flagged
Hi Craig,
We included and escalation fee of $74,728.00 included in the Nucor building price for holding the price for 150 days.
Thanks,
Dave Manarin – Vice President
1555 W. Universtiy Dr. Suite 108
Tempe, AZ 85281
Office: 480-967-0969
Cell: 602-448-6079
`
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Page 396 of 501
1
Nagel, Craig
From:
Dave Manarin <dave@azcorporatebuilders.com>
Sent:
Thursday, April 22, 2021 11:23 AM
To:
Nagel, Craig
Subject:
RE: Escalation Pricing Breakout for Nucor Building Systems
Follow Up Flag:
Follow up
Flag Status:
Completed
Hi Craig,
See pricing below to install door frames and seal door frame to steel building.
a. Install door frame $250.00/each x 4 = $1,000.00
b. Caulk Door Frame $100.00/each x 4 = $ 400.00
SUBTOTAL: $1,400.00
15% OH&P $ 210.00
TOTAL: $1,610.00 Excluding Tax & Bond
Thank you,
Dave Manarin – Vice President
1555 W. Universtiy Dr. Suite 108
Tempe, AZ 85281
Office: 480-967-0969
Cell: 602-448-6079
`
From: Nagel, Craig <CNagel@McCarthy.com>
Sent: Thursday, April 22, 2021 9:09 AM
To: Dave Manarin <dave@azcorporatebuilders.com>
Subject: RE: Escalation Pricing Breakout for Nucor Building Systems
Yes that is a gap! Thank you for bringing it up.
Can you pick up setting of all exterior door frames and caulking required?
Craig Nagel
Sr. Estimator
McCarthy Building Companies, Inc.
7930 Santa Fe Drive, Suite 200 | Overland Park, KS 66204
Direct: 913-202-7017
Mobile: 913-424-9630
mccarthy.com
LinkedIn | Twitter | Facebook | YouTube
From: Dave Manarin <dave@azcorporatebuilders.com>
Sent: Thursday, April 22, 2021 11:06 AM
Page 397 of 501
1
Nagel, Craig
From:
Dave Manarin <dave@azcorporatebuilders.com>
Sent:
Friday, April 23, 2021 10:10 AM
To:
Nagel, Craig
Subject:
FW: Chandler WRF - Skylight Proposal 4/7/21
Attachments:
Chandler WRF - VE Skylight Option.pdf
Hi Craig,
To change skylights to double dome acrylic from the Kalwall system originally priced, there is a savings of $5500.00
The double dome skylights do not meet the specifications.
Attached is the quote.
Thanks,
Dave Manarin – Vice President
1555 W. Universtiy Dr. Suite 108
Tempe, AZ 85281
Office: 480-967-0969
Cell: 602-448-6079
`
From: Curtis Ferguson <CurtisF@norconindustries.net>
Sent: Friday, April 23, 2021 8:03 AM
To: Dave Manarin <dave@azcorporatebuilders.com>
Subject: RE: Chandler WRF - Skylight Proposal 4/7/21
Here is the VE option, thanks.
Curtis Ferguson
Sales
Norcon Industries, Inc.
E: curtisf@norconindustries.net
C: (480) 343-6645
From: Dave Manarin <dave@azcorporatebuilders.com>
Sent: Tuesday, April 20, 2021 3:49 PM
To: Curtis Ferguson <CurtisF@norconindustries.net>
Subject: FW: Chandler WRF - Skylight Proposal 4/7/21
Cutis,
Can you offer any value engineering options for the Kalwall skylights you proposed on 4/7/21 for the Chandler WRF
project.
How about double dome skylights ? Please price out this option if it makes sense or let me know what if any VE options
you may propose.
The GC (McCarthy) need something back tomorrow.
Page 398 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 14A - Monorail, Trolley and Bridge Cranes
Subcontractor/Supplier Name
Status
Hoist Systems
Recommended
Ace Industries
Declined
Konecranes
Declined
Bragg
Declined
Goble Sampson
Declined
Southwest Industrial Rigging
Declined
Page 399 of 501
Recommended
Hoist Systems
Ace Industries
Konecranes Inc
Bragg Investment
Goble Sampson
Jeff Sanuik
Mike Browne
Justyn Penfold
AJ Lizotte
Dan Bertschman
602-254-9333
602-622-2441
602-541-3379
602-233-0205
610-406-2309
jeff@hoistsystems.co
m
michael.browne@acei
ndustries.com
justyn.penfold@konecr
anes.com
aj.lizotte@braggcrane.
com
dbertschman@goblesa
mpson.com
TOTAL WORK CATEGORY PACKAGE VALUE
$231,563
Declined
Declined
Declined
Declined
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
N/A
5
Surety Company
N/A
6
Surety AM Best Rating (Must be A- or Better)
N/A
7
AM Best Financial Size X($500M to $750M) or higher
N/A
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
N/A
9
Bond/CDI Cost
1.295%
1.290%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Kinsale
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
15
Tier 1 Approved
Yes
Yes w/Cond
16
Tier 2 Approved
N/A
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
1.23
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
N/A
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
N/A
28
Sales Tax Included
N/A
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
14A - Monorail, Trolley and Bridge Cranes
COMPANY INFORMATION
Work Category:
Page 400 of 501
Recommended
Hoist Systems
Ace Industries
Konecranes Inc
Bragg Investment
Goble Sampson
Jeff Sanuik
Mike Browne
Justyn Penfold
AJ Lizotte
Dan Bertschman
602-254-9333
602-622-2441
602-541-3379
602-233-0205
610-406-2309
jeff@hoistsystems.co
m
michael.browne@acei
ndustries.com
justyn.penfold@konecr
anes.com
aj.lizotte@braggcrane.
com
dbertschman@goblesa
mpson.com
TOTAL WORK CATEGORY PACKAGE VALUE
$231,563
Declined
Declined
Declined
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
14A - Monorail, Trolley and Bridge Cranes
COMPANY INFORMATION
Work Category:
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
Spec Section 03600
Yes
42
Spec Section 05051
Yes
43
Spec Section 05120
Yes
44
Spec Section 09900
Yes
45
Spec Section13300
Yes
46
Spec Section 14200
Yes
47
Spec Section 14630
Yes
48
Spec Section 16161
Yes
49
Spec Section 16225
Yes
Scope of Work
$157,475
$0
$0
$0
$0
50
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 14A - Monorail, Trolley and Bridge Crane in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but
not limited to the following:
Yes
51
Check to Spec completed and submitted to McCarthy
N/A
52
1 year warranty from Final Acceptance (Aug 2023)
Yes
53
Heavy Duty Bridge Drives with totally enclosed gears in oil bath
Yes
54
Thermal Protection on all motors
Yes
55
Bridge Crane Rails
Yes
56
Installation of Bridge Crane System
Yes
57
Provide monorail hoist system, consisting of a single motor drive trolley, electric
hoist, control panel, and all necessary components for a complete and
operational system at both AWRF and OWRF
Yes
58
Equipment for monorails should comply with Class C Service, ANSI Specification
No. MH27.1 and the Monorail Manufacturers Association
Yes
59
Electrification of monorail systems at AWRF and OWRF
Yes- Cable Reels
60
Beams and Installation for Monorail systems
Yes
61
Insurance Adders - 3 years PRL
$35,294
62
Insurance Adders - 3 years POL
$20,833
63
125% Load Testing
Yes
64
Flushing and Replacement of startup fluids
N/A
65
All required panels
Yes
66
OWRF Beam Sizing and Installation
Yes
67
Bridge Crane to Span ~ 44'4" x 60' long
Yes
68
Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona
Yes
69
All metallic surfaces (including pipe, supports, and enclosure) shall be primed per
the requirements of the 09900 - Painting
Yes
70
Shipping shall be FOB jobsite
Yes
71
Unloading & storage
Yes
72
Preventative maintenance
N/A
Base Bid:
Page 401 of 501
Recommended
Hoist Systems
Ace Industries
Konecranes Inc
Bragg Investment
Goble Sampson
Jeff Sanuik
Mike Browne
Justyn Penfold
AJ Lizotte
Dan Bertschman
602-254-9333
602-622-2441
602-541-3379
602-233-0205
610-406-2309
jeff@hoistsystems.co
m
michael.browne@acei
ndustries.com
justyn.penfold@konecr
anes.com
aj.lizotte@braggcrane.
com
dbertschman@goblesa
mpson.com
TOTAL WORK CATEGORY PACKAGE VALUE
$231,563
Declined
Declined
Declined
Declined
GMP Date:
Project Name: Chandler WRF Improvements
Project No. WW1901.401
5/4/2021 Rev 6/21/2021
14A - Monorail, Trolley and Bridge Cranes
COMPANY INFORMATION
Work Category:
73
O&M's per specification section 01781
Yes
74
Training: per the Spec
Yes
75
Manufactures Services
Yes
76
Performance testing: Per Spec
Yes
77
Testing days/trips included:
Per Spec
78
Startup days/trips included:
Per Spec
79
Hoisting Support
$15,000
$15,000
$15,000
80
COVID-19 Scope Items
81
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
No
82
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
No
83
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
84
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
85
All tools and equipment used must be sanitized each day.
Yes
86
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
87
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
N/A
88
Personnel are not allowed to carpool to the site or while onsite.
No
89
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
90
91
End of Scope
92
Bond/CDI Cost
$2,960
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$231,563
$15,000
$15,000
$0
$0
Page 402 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
08-19-2014 Rev.
Front Ends
BID PROPOSAL
Date
Bid Proposal of * (hereinafter called "Bidder")
a ** organized and existing under the laws of the State of
.
* Insert name of firm.
** Insert corporation, partnership, or individual, as applicable.
(INSERT OWNER'S ADDRESS)
TO:
McCarthy Building Companies, Inc.
6225 North 24th Street, Suite 200
Phoenix, Arizona 85016
The Bidder, in compliance with your Invitation for Bids for the construction of Chandler Water Reclamation
Facility Improvements having examined the Contract Documents entitled City of Chandler, Chandler WRF Improvements
Project, and other related documents and being familiar with the site of the proposed work, and with all of the conditions
surrounding the construction of the proposed project including the availability of materials and labor, and the progress
of work to date, if any, hereby proposes to furnish all labor, materials, tools, equipment, machinery, equipment rental,
transportation, superintendence, perform all work, provide all services, and to construct all work in accordance with the
Contract Documents set forth herein, and at the prices stated below. These prices are to cover all expenses incurred in
performing the work required.
The Bidder shall attach a copy of Bidders' detailed estimate to its Bid Proposal. This estimate shall identify
all quantities shown in the documents or anticipated along with corresponding labor, material and equipment pricing.
After Bid Proposals are received, tabulated, and evaluated by McCarthy, said Bidder agrees to meet with
McCarthy for the purpose of determining any duplications, omissions, or mutually agreed bid adjustments. For these
meetings, the Bidder agrees to provide a complete, detailed cost breakdown; a list of all sub-subcontractors proposed
for use in the work; and a list of all items, materials and their manufacturers proposed for use in the work.
The Bidder, if awarded a Subcontract, agrees to commence work and to fully complete its Work in
accordance with a schedule to be established in collaboration with McCarthy under the provisions of the Additional
Subcontractor Conditions of the Specifications.
The Bidder acknowledges receipt of the following Addenda:
.
Hoist Systems, Inc.
Corporation
Arizona
1, 2 , 3, 4
04/23/2021 (revised)
Page 403 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
BASE BID:
The Bidder agrees to perform all
(herein
insert the title of the Work Category as it appears in the Additional Subcontractor Conditions) Work for Work Category
No.
, as described in the Contract Documents, for the Lump Sum of
DOLLARS ($
).
BID BREAKDOWN:
Airport WRF Total Amount
$
-
Aeration Basin $
.
-
Blower Piping $
.
-
Blower Ductbank $
.
-
Filters $
.
-
Maintenance Bldg $
.
Ocotillo WRF Total Amount
$
-
Aeration/Anoxic $
.
-
RAS/WAS PS $
.
-
Clarifiers 1& 2 $
.
-
Filters $
..
-
MCC Replacement $
..
-
Reservoir $
..
-
Roads/Sitework $
..
Performance & Payment Bond Cost (If Applicable)
$
Total Subcontract Amount
$
The name of the proposed Bonding Company is
Bond rate ________%
All applicable taxes, except sales and use taxes on materials and equipment which are affixed and made a part of the
real estate of the Project, are included in the above Base Bid. Bidder agrees that this Bid Proposal shall be good and
may not be withdrawn unless McCarthy does not send Bidder a Subcontract within one hundred twenty (160) calendar
days fifty (150) calendar days after the opening date of Bid Proposals.
(Amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.)
ALTERNATES:
The Bidder further agrees that if any or all of the Alternates listed and described below are incorporated and accepted
within sixty (60) calendar days after receipt of a Subcontract from McCarthy, the Bidder will adjust its Subcontract by the
amount indicated opposite the Alternates listed below.
14200
14630
One Hundred
63,495.00
Bridge Crane and Monorails
44,660.00
44,660.00
49,320.00
112,815.00
Fifty Seven Thousand, Four Hundred Seventy Five 157,475.00
157,475.00
Page 404 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
ALTERNATE NO. 1: Filter Disc in Basin 7 Installation:
ADD the sum of $ .
ALTERNATE NO. 2: Clarifier 3 Rehabilitation
ADD the sum of $ .
ALTERNATE NO. 3: Sludge Holding Tank and Blower Bldg No. 2
ADD the sum of $ .
ALTERNATE NO. 4: Removal/Replacement of Diffusers in 2 Aeration Basins
ADD the sum of $ .
ALTERNATE NO. 5:________________________________________
ADD the sum of $ .
CHANGE ORDER RATES: (Add separate sheet as needed)
Markup % (on rates and material): .
Position: Rate: .
Position: Rate: .
Equipment: Rate: .
Equipment: Rate: .
SAFETY RECORDS
The Bidder certifies to the following Experience Modification Rates (EMR) and Incidence Rates for the three (3) most
recent years:
Year 2018
Year 2019
Year 2020
1. Compensation Experience Modification Rate:
2. Incidence Rate:
(a) Number of hours employees worked in the year.
(b) Number of cases defined as recordable, from
the OSHA Form 300 Log.
(c) Total Recordable Incidence Rate =
(b) x (200,000 hours)
Hours Worked (a)
The Bidder understands that McCarthy reserves the right to reject any or all Bid Proposals and to waive any informalities
or irregularities therein.
15%
Foreman 85.00/hr
Laborer 50.00/hr
Rental Equipment +15%
1.23
1.34 1.30
7280 7280 7280
0 0 0
0 0 0
Page 405 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
SELECT AS APPROPRIATE
The Bidder has completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program; OR
The Bidder has not completed the Prequalification Form together with all other required data for McCarthy’s’
Contractor Default Insurance Program because the Bidder has provided the Form and all such information to
McCarthy in the past 12 months for the following project:
Project, which bid on:
.
RESPONSIVE BID REQUIREMENTS:
DO NOT ENCLOSE YOUR STANDARD TERMS AND CONDITIONS
If any exceptions are taken to the requirements of this Proposal form, attach a separate sheet listing those
exceptions, stating the sections and paragraphs and the specific exception.
(initials)
In submitting this proposal, the Bidder certifies that this bid is valid for 150 calendar days.
(initials)
In submitting this Proposal as described herein, we agree to complete the work in accordance with the included
Preliminary Construction Sequence.
(initials)
In submitting this Proposal, the Bidder certifies that all cost for extended warranties to start on the date of
Substantial Completion is included.
(initials)
In submitting this proposal as described herein, we confirm that we have received, reviewed and agree to all
commercial terms stated in the McCarthy Subcontract and Purchase Order Agreement. Any exception taken
to the commercial terms stated in these Agreements must be listed on a separate sheet noting the article or
paragraph and the specific exception. Bidders attached Standard Terms and Conditions will not be
acknowledged or accepted as part of any given bid.
(initials)
In submitting this proposal as described herein, the Bidder certifies that this bid is coordinated based on a
complete set of documents and that there will be no claims for change order based on the assertion that the
Bidder did not have a complete set of Bidding Documents.
(initials)
In submitting this proposal, the Bidder certifies that they have included all spare parts, training, O & M Manuals,
shop drawings and administration costs as associated to comply with the requirements of the specifications
and as listed for their scope of work.
(initials)
A bid will be considered non-responsive if the Subcontractor Pre-Qualification Form is not completed as part of
the Bid Form (or on file at McCarthy office).
(initials)
The Bidder, by submitting their bid, represents that they have read and understand the scope requirements of
the Bidding Documents.
(initials)
The Bidder certifies that any proposed materials in this scope of work meet or exceeds the requirements stated
in the specifications unless noted otherwise within this proposal.
(initials)
The bidder certifies that the price listed in this bid is a firm Price through the final delivery of the materials
proposed herein, and that no material escalation will be accepted as part of this proposal.
(initials)
x
JS
JS
JS
JS
JS
JS
JS
JS
JS
JS
JS
Page 406 of 501
McCARTHY FRONT ENDS
Front Ends
08-19-2014 Rev.
Within fifteen (10) days after receipt by the Bidder from McCarthy of the Subcontract or Purchase Order, the Bidder will
execute and return to McCarthy said Subcontract or Purchase Order and if notified from McCarthy that Bidder is not to
be enrolled in McCarthy’s Contractor Default Insurance Program, deliver to McCarthy Performance and Labor and
Material Payment Bonds for the Subcontract or a Supply Contract Bond for the Purchase Order, or the difference
between the amount of the bid and such larger amount for which McCarthy may subcontract with another party to perform
the work covered by said bid, together with all court costs, all attorney fees and all other expense of recovery, all of which
shall not exceed the Bid Security attached in the amount of 15% of the bid, will become the property of McCarthy. The
bonds shall name McCarthy as Obligee.
If an Individual:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Partnership:
Authorized Signature:
Name (print):
Email:
Authorized Signature:
Name (print):
Email:
Business Address:
If a Corporation:
Authorized Signature:
Name (print):
Email:
Title:
Business Address:
Telephone
Contractor License Number:
General Liability Insurance Carrier (not the agent):
*Please attach a sample certificate of insurance and current W9 form to your bid.
Jeff Sanuik
jeff@hoistsystems.com
President
2424 S. 19th St.
Phoenix, AZ 85034
602-254-9333
153799
Kinsale Insurance Agency
The attached certificate is for the McCarthy Project: 23rd Ave WWTP. For this,
project, I will be ADDING the proper Waiver of Subrgation required by McCarthy.
Page 407 of 501
Recommended
McCarthy
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Austin Hancock
Contact Name
Contact Name
Contact Name
Contact Name
480-536-5168
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
ahancock@mccarthy.c
om
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$4,263,556
$0
$0
$0
$0
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing. (The date on the letter provided should be within the last 30 days and
the letter should include the status of their line of credit.)
N/A
5
Surety Company
Allianz-Starr
6
Surety AM Best Rating (Must be A- or Better)
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
9
Bond/CDI Cost
0.000%
0.000%
0.000%
0.000%
0.000%
10
Included Insurance Requirements (Per Matrix)
Yes
11
GL Insurance Company Name
Allianz-Starr
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
13
PRL Insurance (If required by the Front Ends)
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
15
Tier 1 Approved
Yes
16
Tier 2 Approved
Yes
17
Safety Items:
Yes
18
OSHA Recordable Incident Rate (Current)
0.39
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
21
Task Hazard Analysis included for all tasks
Yes
22
Tie-off above 6' required
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
24
Acknowledges Soils Report
Yes
25
Acknowledges Addenda
Yes
26
Hold Bid for 150 Days
Yes
27
Pricing good for the duration of the project
Yes
28
Sales Tax Included
No
29
COVID-19 Market Questions
30
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
31
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
32
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
33
Have you had any difficulty with employees not wanting to come to work
because of the risk of infection?
No
34
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
35
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15A - Process Mechanical
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 408 of 501
Recommended
McCarthy
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Austin Hancock
Contact Name
Contact Name
Contact Name
Contact Name
480-536-5168
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
ahancock@mccarthy.c
om
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$4,263,556
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15A - Process Mechanical
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
36
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
37
Do you have any overseas suppliers that may be impeding your supply chain?
No
38
39
Per Plans & Specifications
Yes
40
Division 1 as it relates to this scope of work
Yes
41
02050 - Demolitions
Yes
42
03600 - Grout
Yes
43
05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
44
09920 - Coating Systems
Yes
45
11217 - Sample Pumps
Yes
46
11295 - Hydraulic Valves
Yes
47
13447 - Electric Motor Actuators
Yes
48
15010 - Basic Mechanical Requirements
Yes
49
15030 - Cleaning Mechanical Systems
Yes
50
15050 - Piping Systems
Yes
51
15052 - Exposed Piping Installation
Yes
52
15061 - Ductile Iron Pipe
Yes
53
15062 - Steel Pipe
Yes
54
15064 - Copper Pipe
Yes
55
15065 - Thermoplastic Pipe and Accessories
Yes
56
15066 - Stainless Steel Pipe
Yes
57
15067 - Fiberglass Reinforced Plastic Pipe and Accessories
Yes
58
15120 - Piping Specialties and Accessories
Yes
59
15140 - Supports and Anchors
Yes
60
15441 - Sump Pumps
Yes
61
16161 - Control Panels
Yes
62
16225 - Electric Motors 250 HP or Less
Yes
Scope of Work
$4,264,541
$0
$0
$0
$0
63
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 15A - Process Mechanical, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
64
Check to Spec completed and submitted to McCarthy
Yes
65
1 year warranty from Final Acceptance (Aug 2023)
Yes
66
Areas of Process Pipe Demolition:
67
AWRF - Aeration Basins
Yes
68
AWRF - Blower Piping
Yes
69
AWRF - Filters
Yes
Base Bid:
Page 409 of 501
Recommended
McCarthy
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Austin Hancock
Contact Name
Contact Name
Contact Name
Contact Name
480-536-5168
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
ahancock@mccarthy.c
om
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$4,263,556
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15A - Process Mechanical
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
70
OWRF - Aeration Basins
Yes
71
OWRF - Anoxic Basins
Yes
72
OWRF - Clarifier Splitter Box
Yes
73
OWRF - Clarifiers 1 & 2
Yes
74
OWRF - Filters
Yes
75
Areas OF Process Pipe Installation:
76
AWRF - Aeration Basins
Yes
77
AWRF - Yard/Blower Piping
Yes
78
AWRF - Filters
Yes
79
OWRF - Aeration Basins
Yes
80
OWRF - Anoxic Basins
Yes
81
OWRF - Clarifier Splitter Box
Yes
82
OWRF - Clarifiers 1 & 2
Yes
83
OWRF - Filters
Yes
84
OWRF - Reservoir
Yes
85
All exposed process mechanical piping
Yes
86
All tie-ins to process equipment including BNG kits at tie-ion location
Yes
87
Testing, cleaning, and disinfection
Yes
88
Exposed piping MOPOs
Yes
89
BIM coordination
Yes
90
All pipe/systems above grade and on the interior of structures up to the
penetration points
Yes
91
Provide all necessary supports, hangers, and anchor bolts required for all process
mechanical pipe
Yes
92
Air piping structural supports
By WC 05A
93
Demo of process piping as required on demo drawings
Yes
94
All equipment for hoisting, lifting, and setting materials
Yes
95
Coring of existing walls that process mechanical pipe will go through and provide
leak free penetrations
Yes
96
Finish painting of pipe
By WC 09E
97
The purchase of all process mechanical materials
Yes
98
Installation of sample pumps and sump pumps
Yes
99
All Piping not associated with the plumbing drawings
Yes
100 Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona - For Supports
Yes
101 Provide all anchors and epoxy required for the installation of the equipment
Yes
102 Shipping shall be FOB jobsite
Yes
103 Unloading & storage
Yes
104 Temporary protection & enclosure
Yes
105 Preventative maintenance
Yes
106 O&M's per specification section 01781
Yes
107 Training: per the Spec
Yes
108 Manufactures Services
Yes
109 Performance testing: Per Spec
Yes
110 Testing days/trips included:
Yes
Page 410 of 501
Recommended
McCarthy
Sub / Vendor
Sub / Vendor
Sub / Vendor
Sub / Vendor
Austin Hancock
Contact Name
Contact Name
Contact Name
Contact Name
480-536-5168
(480) 000-0000
(480) 000-0000
(480) 000-0000
(480) 000-0000
ahancock@mccarthy.c
om
email
email
email
email
TOTAL WORK CATEGORY PACKAGE VALUE
$4,263,556
$0
$0
$0
$0
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15A - Process Mechanical
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
111
Startup days/trips included:
Yes
112 Cost per additional day/trip:
Yes
113 GMP 1 Early Demo
-$985
114 COVID-19 Scope Items
115 Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
116 Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
117
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
118
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
119 All tools and equipment used must be sanitized each day.
Yes
120 Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
121
Subcontractors with onsite trailers must sanitize trailer interior high contact
areas and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the
AHJ.
Yes
122 Personnel are not allowed to carpool to the site or while onsite.
Yes
123 Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
124
125 End of Scope
126 Bond/CDI Cost
$0
$0
$0
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$4,263,556
$0
$0
$0
$0
Page 411 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
15A – Process Mechanical
A - Blower Piping
158,732
1,224,257
$1,382,989
A 20" - 42" SST from Blower Building to ABs
30 FRP Blind Flange
2.0
EA
5,458.68
1,171
9,747
$10,917
20 316 SS 150# Slip-On Flange
4.0
EA
2,509.30
5,705
4,332
$10,037
3 316 SST Bolt 1/8" Neo Gskt Kit ~A - SERVICE
12.0
EA
12.51
150
$150
20 316 SST Bolt 1/8" Neo Gskt Kit ~A - SERVICE
23.0
EA
290.66
6,685
$6,685
30 316 SST Bolt 1/8" Neo Gskt Kit ~A - Service
17.0
EA
649.23
11,037
$11,037
30 316 SST Bolt 1/8" Neo Gskt Kit
2.0
EA
649.23
1,298
$1,298
30 316 SST Bolt 1/8" Neo Gskt Kit ~A - SERVICE
9.0
EA
649.23
5,843
$5,843
30 316 SST Bolt 1/8" Neo Gskt Kit ~A - Service
6.0
EA
649.23
3,895
$3,895
42 316 SST Bolt 1/8" Neo Gskt Kit ~A - SERVICE
11.0
EA
1,427.11
15,698
$15,698
30 Flanged Expansion Joint ~AIR SERVICE
3.0
EA
23,205.22
5,028
64,588
$69,616
42 Flanged Expansion Joint ~AIR SERVICE
3.0
EA
27,883.24
2,900
80,750
$83,650
20 Flanged Expansion Joint ~LABOR ONLY - REINSTALL
4.0
EA
706.83
2,827
$2,827
20 Flanged Expansion Joint ~AIR SERVICE
4.0
EA
15,722.03
2,827
60,061
$62,888
42 FxF SST/Rubber Exp Joint Restrai ~AIR SERVICE
2.0
EA
27,883.24
1,933
53,833
$55,766
30 SS A778 304L Pipe Sch 10S PE ~LABOR ONLY
37.0
LF
106.93
3,956
$3,956
42 SS A778 304L Pipe Sch 10S PE ~LABOR ONLY
431.0
LF
141.37
60,929
$60,929
30 SS A778 304L Pipe Sch 10S PE ~LABOR ONLY
65.0
LF
106.93
6,951
$6,951
20 SS A778 304L Pipe Sch 10S PE ~LABOR ONLY
24.0
LF
76.12
1,827
$1,827
SST Blower Piping Fabrication LS
1.0
EA
747,714.41
747,714
$747,714
A 20" - 42" SST from Blower Building to ABs - SPT
30 SST Pipe Saddle Fixed Support
1.0
EA
1,721.91
604
1,118
$1,722
42 SST Pipe Saddle Fixed Support
11.0
EA
2,229.02
9,304
15,216
$24,519
42 SST Pipe Saddle Roller Support
10.0
EA
1,304.33
7,250
5,794
$13,043
30 SST Pipe Saddle Roller Support
14.0
EA
1,033.71
6,766
7,706
$14,472
20 SST Pipe Saddle Roller Support
4.0
EA
765.57
1,208
1,854
$3,062
30 SST Strap for Concrete Saddle
21.0
EA
679.76
3,806
10,469
$14,275
42 SST Strap for Concrete Saddle
22.0
EA
889.15
5,316
14,245
$19,561
20 SST Strap for Concrete Saddle
4.0
EA
613.30
483
1,970
$2,453
A 20" - 42" SST from Blower Building to ABs - VLV
3 150# Flanged Ball Valve ~A - SERVICE
6.0
EA
2,999.02
573
17,421
$17,994
30 Flg General Purpose BFV w/Hand W ~A - SERVICE
3.0
EA
13,777.00
2,465
38,866
$41,331
20 Flg General Purpose BFV w/Hand W ~LABOR ONLY -
4.0
EA
590.23
2,361
$2,361
REINSTALL
30 Flg General Purpose BFV w/Hand W ~A - SERVICE
2.0
EA
13,777.00
1,643
25,911
$27,554
DEMO Air Blower Piping
20 316 SST Bolt 1/8" Neo Gskt Kit
4.0
EA
290.66
1,163
$1,163
30 316 SST Bolt 1/8" Neo Gskt Kit
1.0
EA
649.23
649
$649
30 Demo Air Piping Supports ~W/Concrete Pads
6.0
EA
120.83
725
$725
30 Demo Air Piping Supports ~Hanger
2.0
EA
120.83
242
$242
30 Demo Air Piping Supports ~W/Concrete Pads
24.0
EA
132.91
3,190
$3,190
20 Demo of Blower Piping
50.0
LF
24.17
1,208
$1,208
30 Demo of Blower Piping
430.0
LF
24.17
10,391
$10,391
20 Flanged Expansion Joint ~SALVAGE
4.0
EA
353.42
1,414
$1,414
20 Flg General Purpose BFV w/Hand W ~SALVAGE
5.0
EA
295.12
1,476
$1,476
20 FRP Blind Flange
3.0
EA
4,334.04
1,631
11,371
$13,002
30 FRP Blind Flange
1.0
EA
5,495.53
622
4,873
$5,496
A - Filters
125,434
249,497
$374,931
BSHY 1" CPVC from Hypo Facility to Filters - AWRF
1 CPVC Sch 80 45 Ell
5.0
EA
31.95
137
23
$160
1 CPVC Sch 80 90 Ell
13.0
EA
30.67
355
43
$399
1 CPVC Sch 80 Coupling
35.0
EA
55.45
1,827
114
$1,941
1 CPVC Sch 80 Tee
9.0
EA
44.56
358
43
$401
1 CPVC True Union Solv Weld Ball
6.0
EA
119.23
183
533
$715
1 D-204 'SST Pipe Hanger
17.0
EA
135.17
1,056
1,242
$2,298
1 D-206 'SST Flush Mount Unistrut
10.0
EA
195.23
466
1,486
$1,952
1 Sch 80 CPVC PE Pipe
354.0
LF
7.01
1,320
1,161
$2,481
BW 2" - 3" CPVC from BW Pumps to Filt/Sewer - AWRF
2 150# Sch 80 CPVC VS PR Flange
13.0
EA
47.64
444
175
$619
3 150# Sch 80 CPVC VS PR Flange
16.0
EA
67.75
616
468
$1,084
2 150# Sch 80 CPVC VS PR Flange
4.0
EA
47.64
137
54
$191
3 150# Sch 80 CPVC VS PR Flange
12.0
EA
67.75
462
351
$813
2 150# Sch 80 CPVC VS PR Flange
1.0
EA
47.64
34
13
$48
3 150# Sch 80 CPVC VS PR Flange
4.0
EA
67.75
154
117
$271
2 150# Sch 80 CPVC VS PR Flange
1.0
EA
47.64
34
13
$48
3 150# Sch 80 CPVC VS PR Flange
4.0
EA
67.75
154
117
$271
2 150# Sch 80 CPVC VS PR Flange
1.0
EA
47.64
34
13
$48
3 150# Sch 80 CPVC VS PR Flange
4.0
EA
67.75
154
117
$271
3 2' SST Adjustable Pipe Support
5.0
EA
1,082.66
621
4,792
$5,413
3 250# Flanged Gate Valve
10.0
EA
762.21
2,243
5,379
$7,622
1x1/2 304 SS 150# Thd Conc Reducer
10.0
EA
55.21
472
80
$552
2x1 304 SS 150# Thd Hex Bushing
10.0
EA
54.51
336
210
$545
1/2x2 304 SS Sch 40 Nipple TxT
10.0
EA
5.76
31
27
$58
1x2 304 SS Sch 40 Nipple TxT
20.0
EA
7.20
62
82
$144
2 316 SST Bolt 1/8" Neo Gskt Kit
20.0
EA
11.32
226
$226
3 316 SST Bolt 1/8" Neo Gskt Kit
40.0
EA
12.51
500
$500
Page 412 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
3 4' SST Adjustable Pipe Support
15.0
EA
967.19
1,864
12,644
$14,508
3 Core & Chip Wall ~12" Wall
5.0
EA
124.54
623
$623
3 CPVC Sch 80 45 Ell
20.0
EA
80.19
1,056
548
$1,604
3 CPVC Sch 80 90 Ell
35.0
EA
78.07
1,848
884
$2,732
3 CPVC Sch 80 Coupling
40.0
EA
170.75
6,139
691
$6,830
3x2 CPVC Sch 80 Reducer Coupling
10.0
EA
96.89
522
447
$969
3x1 CPVC Sch 80 Reducing Tee
10.0
EA
127.42
783
491
$1,274
3 CPVC Sch 80 Tee
25.0
EA
111.13
1,957
821
$2,778
3 CPVC True Union Solv Weld Ball
10.0
EA
667.49
901
5,774
$6,675
2 Flanged Expansion Joint ~CPVC Backwash System
10.0
EA
755.30
1,597
5,956
$7,553
Pressure Gauge ~PI 543 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 533 - LABOR ONLY
1.0
EA
112.77
113
$113
Pressure Gauge ~PI 443 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 433 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 343 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 333 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 243 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 233 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 143 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 133 - LABOR ONLY
1.0
EA
93.20
93
$93
3 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
10.0
EA
551.75
217
5,300
$5,517
2 Sch 80 CPVC PE Pipe
2.0
LF
12.67
10
15
$25
3 Sch 80 CPVC PE Pipe
196.0
LF
21.31
1,340
2,838
$4,177
2 Sch 80 CPVC PE Pipe
8.0
LF
12.67
40
62
$101
3 Sch 80 CPVC PE Pipe
44.0
LF
21.31
301
637
$938
2000 316SS Thd Ball Valve
10.0
EA
146.11
541
921
$1,461
BW 2" - 3" CPVC from Filters to BW Pumps - AWRF
2 150# Sch 80 CPVC VS PR Flange
80.0
EA
47.64
2,734
1,077
$3,811
3 2' SST Adjustable Pipe Support
45.0
EA
1,082.66
5,592
43,128
$48,720
1 304 SS 150# Thd Cap
10.0
EA
39.85
329
69
$398
1x1/2 304 SS 150# Thd Conc Reducer
16.0
EA
36.90
472
118
$590
2x1 304 SS 150# Thd Hex Bushing
20.0
EA
54.51
671
419
$1,090
1 304 SS 150# Thd Tee
10.0
EA
116.30
926
237
$1,163
1/2x2 304 SS Sch 40 Nipple TxT
16.0
EA
5.76
50
42
$92
1x2 304 SS Sch 40 Nipple TxT
79.0
EA
7.20
245
323
$569
2 316 SST Bolt 1/8" Neo Gskt Kit
10.0
EA
11.32
113
$113
3 316 SST Bolt 1/8" Neo Gskt Kit
70.0
EA
12.51
876
$876
2 CPVC Sch 80 90 Ell
18.0
EA
46.34
660
174
$834
3 CPVC Sch 80 90 Ell
6.0
EA
78.07
317
152
$468
2 CPVC Sch 80 90 Ell
1.0
EA
46.34
37
10
$46
3 CPVC Sch 80 90 Ell
3.0
EA
78.07
158
76
$234
2 CPVC Sch 80 90 Ell
5.0
EA
46.34
183
48
$232
3 CPVC Sch 80 90 Ell
3.0
EA
78.07
158
76
$234
2 CPVC Sch 80 90 Ell
1.0
EA
46.34
37
10
$46
3 CPVC Sch 80 90 Ell
3.0
EA
78.07
158
76
$234
2 CPVC Sch 80 Coupling
14.0
EA
76.74
974
100
$1,074
3 CPVC Sch 80 Coupling
5.0
EA
170.75
767
86
$854
2 CPVC Sch 80 Coupling
1.0
EA
76.74
70
7
$77
3 CPVC Sch 80 Coupling
20.0
EA
170.75
3,069
346
$3,415
3x2 CPVC Sch 80 Reducer Coupling
20.0
EA
96.89
1,044
894
$1,938
3x1 CPVC Sch 80 Reducing Tee
20.0
EA
127.42
1,566
983
$2,548
3x2 CPVC Sch 80 Reducing Tee
35.0
EA
127.42
2,740
1,720
$4,460
2 CPVC Sch 80 Tee
20.0
EA
66.95
1,081
258
$1,339
3 CPVC Sch 80 Tee
18.0
EA
111.13
1,409
591
$2,000
2 CPVC Sch 80 Tee
19.0
EA
66.95
1,027
245
$1,272
3 CPVC Sch 80 Tee
1.0
EA
111.13
78
33
$111
2 CPVC Sch 80 Tee
1.0
EA
66.95
54
13
$67
3 CPVC Sch 80 Tee
14.0
EA
111.13
1,096
460
$1,556
2 CPVC Sch 80 Tee
10.0
EA
66.95
541
129
$670
3 CPVC Sch 80 Tee
2.0
EA
111.13
157
66
$222
3 CPVC True Union Solv Weld Ball
5.0
EA
667.49
450
2,887
$3,337
2 Flanged Expansion Joint ~CPVC Backwash System
10.0
EA
755.30
1,597
5,956
$7,553
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
35.0
EA
465.53
544
15,750
$16,294
2 Sch 80 CPVC PE Pipe
175.0
LF
12.67
870
1,348
$2,218
3 Sch 80 CPVC PE Pipe
108.0
LF
21.31
738
1,564
$2,302
2 Sch 80 CPVC PE Pipe
120.0
LF
12.67
596
924
$1,521
3 Sch 80 CPVC PE Pipe
72.0
LF
21.31
492
1,042
$1,535
1 2000 316SS Thd Ball Valve
30.0
EA
146.11
1,622
2,762
$4,383
Vacuum Indicator ~VI 542 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 532 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 442 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 432 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 342 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 332 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 242 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 232 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 142 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 132 - LABOR ONLY
1.0
EA
93.20
93
$93
Page 413 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Vacuum Transmittor ~VT 502 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 501 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 402 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 401 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 302 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 301 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 202 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 201 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 102 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 101 - LABOR ONLY
1.0
EA
93.20
93
$93
D 4" CPVC from Filters to Sump Pumps - AWRF
4 150# Sch 80 CPVC VS PR Flange
25.0
EA
120.86
2,035
987
$3,022
4 316 SST Bolt 1/8" Neo Gskt Kit ~D - SERVICE
25.0
EA
20.25
506
$506
4 CPVC Sch 80 90 Ell
33.0
EA
115.70
2,317
1,501
$3,818
4 CPVC Sch 80 Coupling
15.0
EA
272.43
3,747
340
$4,086
4 CPVC Sch 80 Tee
18.0
EA
148.09
1,879
787
$2,666
4x1' 0" DI FxF Cement Lined/Primer Coat ~TF x TF Wall
19.0
EA
440.01
3,046
5,314
$8,360
Pipe with Weep Ring
4 Sch 80 CPVC PE Pipe
275.0
LF
29.84
2,392
5,813
$8,205
D 4" CPVC from Filters to Sump Pumps - AWRF - VLV
4 Mud Valve Flg Non-Rising ~15.5' Stem Guide - Refer to
5.0
EA
3,350.09
3,728
13,022
$16,750
M-7.04 det 401
D 4" CPVC from Sump Pumps to BW Waste Chan - AWRF
4 150# Sch 80 CPVC VS PR Flange
6.0
EA
120.86
488
237
$725
4 316 SST Bolt 1/8" Neo Gskt Kit ~D - SERVICE
6.0
EA
20.25
122
$122
4 Core & Chip Wall
3.0
EA
135.37
406
$406
4 CPVC Sch 80 90 Ell
12.0
EA
115.70
843
546
$1,388
4 CPVC Sch 80 Coupling
6.0
EA
272.43
1,499
136
$1,635
4 CPVC Sch 80 Tee
6.0
EA
148.09
626
262
$889
4x1' 0" DI FxF Cement Lined/Primer Coat ~TF x TF Wall
3.0
EA
440.01
481
839
$1,320
Pipe with Weep Ring
4 Sch 80 CPVC PE Pipe
72.0
LF
29.84
626
1,522
$2,148
Sump Pumps ~4" Pipe Outlet - PMP-SP-3
1.0
EA
12,653.86
1,491
11,163
$12,654
Sump Pumps ~4" Pipe Outlet - PMP-SP-2
1.0
EA
12,653.86
1,491
11,163
$12,654
Sump Pumps ~4" Pipe Outlet
1.0
EA
12,653.86
1,491
11,163
$12,654
D 4" CPVC from Sump Pumps to BW Waste Chan - AWRF -
SPT
4 D-206 'SST Flush Mount Unistrut
9.0
EA
279.91
839
1,680
$2,519
D 4" CPVC from Sump Pumps to BW Waste Chan - AWRF -
VLV
4 CPVC Solvent Weld Check Valve
3.0
EA
1,690.82
419
4,653
$5,072
DEMO AWRF Filters
8 316 SS Sch 10 BW Cap
2.0
EA
492.46
759
226
$985
30 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
649.23
1,948
$1,948
42 316 SST Bolt 1/8" Neo Gskt Kit
1.0
EA
1,427.11
1,427
$1,427
42 Ductile Iron C110 Blind Flange
1.0
EA
5,194.92
863
4,332
$5,195
30 Ductile Iron C110 Blind Flange
3.0
EA
1,861.26
2,036
3,548
$5,584
SW 2" - 4" CPVC from Filters to BW Header - AWRF
2 150# Sch 80 CPVC VS PR Flange
20.0
EA
47.64
683
269
$953
2 304 SS 150# Socket Weld Flange
20.0
EA
224.62
3,343
1,150
$4,492
3 316 SST Bolt 1/8" Neo Gskt Kit
20.0
EA
12.51
250
$250
2 CPVC Sch 80 90 Ell
27.0
EA
46.34
990
262
$1,251
4 CPVC Sch 80 90 Ell
34.0
EA
115.70
2,387
1,547
$3,934
2 CPVC Sch 80 90 Ell
3.0
EA
46.34
110
29
$139
4 CPVC Sch 80 90 Ell
1.0
EA
115.70
70
45
$116
4 CPVC Sch 80 Coupling
15.0
EA
272.43
3,747
340
$4,086
2 CPVC Sch 80 Coupling
15.0
EA
76.74
1,044
107
$1,151
4x2 CPVC Sch 80 Reducing Tee
10.0
EA
166.48
1,044
621
$1,665
4 CPVC Sch 80 Tee
14.0
EA
148.09
1,461
612
$2,073
2 CPVC Sch 80 Tee
6.0
EA
66.95
324
77
$402
4 CPVC Sch 80 Tee
1.0
EA
148.09
104
44
$148
2 CPVC Sch 80 Tee
9.0
EA
66.95
487
116
$603
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
10.0
LF
375.88
155
3,604
$3,759
4 Sch 80 CPVC PE Pipe
68.0
LF
29.84
592
1,437
$2,029
2 Sch 80 CPVC PE Pipe
158.0
LF
12.67
785
1,217
$2,002
4 Sch 80 CPVC PE Pipe
20.0
LF
29.84
174
423
$597
2 Sch 80 CPVC PE Pipe
7.0
LF
12.67
35
54
$89
4 Sch 80 CPVC PE Pipe
182.0
LF
29.84
1,583
3,847
$5,430
SW 2" - 4" CPVC from Filters to BW Header - AWRF - SPT
4 D-206 'SST Flush Mount Unistrut
46.0
EA
279.91
4,287
8,589
$12,876
O - Aeration / Anoxic & MCC Replacement
197,679
439,600
$637,279
Anoxic Basin Mud Valves
8 316 SST Bolt 1/8" Neo Gskt Kit
8.0
EA
37.23
298
$298
8 Mud Valve Flg Non-Rising ~28.5' Stem Guide - Refer to
8.0
EA
5,766.69
7,953
38,180
$46,134
M-7.04-Det 401
DEMO OWRF Aeration Basins
3 Demo NPW Pipe Supports
234.0
EA
31.07
7,270
$7,270
2 Demo NPW Piping
37.0
LF
18.64
690
$690
Page 414 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
3 Demo NPW Piping
1,553.0
LF
4.35
6,754
$6,754
6 Demo NPW Piping
201.0
LF
8.08
1,624
$1,624
8 Demo SST Pipe
200.0
LF
14.29
2,858
$2,858
DEMO OWRF Anoxic Basins
24 Demo Ductile Iron Piping
24.0
LF
211.45
5,075
$5,075
8 Demo Mud Valve
8.0
EA
664.54
5,316
$5,316
3 Demo PVC Pipe
150.0
LF
5.44
816
$816
1/2 Demo Seal Water Assembly ~SALVAGE AND
5.0
EA
362.48
1,812
$1,812
REINSTALL ASSEMBLY
20x4' 6" DI FxF Glass Lined/Primer Coat ~SALVAGE &
5.0
EA
1,362.92
6,815
$6,815
REINSTALL
20x3' 0" DI FxF Glass Lined/Primer Coat ~Floor Pipe with
5.0
EA
2,643.30
4,011
9,205
$13,216
Weep Ring
20 FxF Glass/Primer 90 Ell ~SALVAGE & REINSTALL
5.0
EA
1,106.46
5,532
$5,532
36 Mag Flow Meter ~DEMO - LABOR ONLY
1.0
EA
2,222.59
2,223
$2,223
IMLR 20" DIGL from Pump to Discharge Channel
0-160# Pressure Gauge
1.0
EA
93.20
93
$93
1/2 1500 316SS Thd 3pc FP Ball Valve
1.0
EA
526.82
46
481
$527
1/2 25-75# Thd Pressure Red Valve
1.0
EA
96.31
96
$96
4.5' x 4.5' SST Panel
1.0
EA
1,432.46
621
811
$1,432
1/2 600 Swt Ball Valve
4.0
EA
64.55
102
156
$258
1/2 LF 125# Thd Brz RS Globe Valve
2.0
EA
153.21
76
231
$306
1/2 LF 250# Swt Y Strainer Tap wPlug
1.0
EA
134.37
52
83
$134
36 Mag Flow Meter ~FIT 115/FE 115 - LABOR ONLY
1.0
EA
2,285.87
2,286
$2,286
Pressure Switch
1.0
EA
167.76
168
$168
1/2 Rotometer
1.0
EA
93.20
93
$93
1 Solenoid Valve
1.0
EA
1,174.07
62
1,112
$1,174
20 SST Strap for Concrete Saddle
1.0
EA
468.83
124
345
$469
1/2 Thd Braid SS Flex Connect
2.0
EA
132.16
58
206
$264
1/2 Type L Hard Copper Tube
20.0
LF
6.99
75
65
$140
1/2 Wrot Copper 90 Ell
14.0
EA
25.84
348
14
$362
1/2 Wrot Copper Female Adapter
5.0
EA
34.94
158
16
$175
1/2 Wrot Copper Tee
3.0
EA
37.08
106
5
$111
1/2 Wrot Copper Union
4.0
EA
45.94
142
42
$184
1/2 2000 316SS Thd Ball Valve
1.0
EA
168.10
46
122
$168
1x1/2 316 SS 150# Thd Hex Bushing
1.0
EA
27.83
21
7
$28
1/2x2 316 SS Sch 40 Nipple TxT
2.0
EA
6.74
6
7
$13
20 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
3.0
EA
290.66
872
$872
20x3' 6" DI FxF Glass Lined/Primer Coat ~1" TAP for
1.0
EA
3,677.46
862
2,816
$3,677
Instrumentation
20x1' 0" DI FxF Glass Lined/Primer Coat ~Floor Pipe PE x
1.0
EA
2,413.08
680
1,733
$2,413
FL with Weep Ring
20 FxF Glass/Primer 90 Ell
1.0
EA
5,956.80
759
5,198
$5,957
Pressure Gauge ~PI 006 - LABOR ONLY
1.0
EA
93.20
93
$93
NPW 4" - 6" DICM from Yard to Aeration Basins
1 316 SS 150# Socket Weld 45 Ell
8.0
EA
116.59
820
113
$933
1 316 SS 150# Socket Weld 90 Ell
4.0
EA
115.58
410
52
$462
2 316 SS 150# Socket Weld Flange
4.0
EA
246.48
669
317
$986
2x1 316 SS 150# Thd Conc Reducer
4.0
EA
107.26
291
138
$429
1/4 316 SS 150# Thd Coupling
312.0
EA
39.82
11,631
791
$12,423
1/2x1/4 316 SS 150# Thd Hex Bushing
312.0
EA
18.99
4,846
1,079
$5,926
1/4x2 316 SS Sch 40 Nipple TxT
312.0
EA
5.38
969
711
$1,680
2 316 SST Bolt & Isolation Kit ~NPW - SERVICE
8.0
EA
54.80
438
$438
3 316 SST Bolt 1/8" Neo Gskt Kit ~NPW - SERVICE
240.0
EA
12.51
3,002
$3,002
6 316 SST Bolt 1/8" Neo Gskt Kit ~NPW - SERVICE
45.0
EA
32.47
1,461
$1,461
1/4 Aeration Basin Spray Nozzles ~Spec 15120 2.1J
312.0
EA
257.82
11,631
68,807
$80,438
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
3.0
EA
1,352.97
1,180
2,879
$4,059
4' 8" O.C.
4x5' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
633.60
235
398
$634
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
4.0
EA
1,352.97
1,573
3,839
$5,412
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x6' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
665.62
244
422
$666
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
4.0
EA
1,352.97
1,573
3,839
$5,412
4' 8" O.C.
4x16' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
1,311.24
386
925
$1,311
4' 8" O.C.
4x8' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
791.19
273
518
$791
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat
5.0
EA
794.08
1,463
2,507
$3,970
4x4' 0" DI FxF Cement Lined/Primer Coat
2.0
EA
472.06
420
524
$944
4x9' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
794.09
293
501
$794
4x4' 0" DI FxF Cement Lined/Primer Coat
4.0
EA
472.06
840
1,048
$1,888
6x17' 6" DI FxF Cement Lined/Primer Coat
6.0
EA
1,320.78
2,915
5,009
$7,925
6x4' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
577.03
272
306
$577
6x6' 6" DI FxF Cement Lined/Primer Coat
1.0
EA
739.68
336
404
$740
Page 415 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
6x17' 6" DI FxF Cement Lined/Primer Coat
3.0
EA
1,320.78
1,458
2,505
$3,962
6x7' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
771.71
349
423
$772
6x8' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
837.02
375
462
$837
6x10' 6" DI FxF Cement Lined/Primer Coat
1.0
EA
965.50
405
560
$966
6x2' 6" DI FxF Cement Lined/Primer Coat
2.0
EA
479.68
466
493
$959
6x2' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
447.03
220
227
$447
6x7' 6" DI FxF Cement Lined/Primer Coat
1.0
EA
804.37
362
443
$804
6x11' 6" DI FxF Cement Lined/Primer Coat
1.0
EA
1,016.52
417
600
$1,017
6x1' 6" DI FxF Cement Lined/Primer Coat
1.0
EA
414.37
207
207
$414
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
13.0
EA
1,352.97
5,113
12,476
$17,589
4' 8" O.C.
4x5' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
2.0
EA
633.59
471
796
$1,267
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
1,352.97
393
960
$1,353
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x6' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
697.63
252
446
$698
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
8.0
EA
1,352.97
3,146
7,677
$10,824
4' 8" O.C.
4x16' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
2.0
EA
1,311.24
773
1,850
$2,622
4' 8" O.C.
4x8' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
826.31
285
542
$826
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
794.09
293
501
$794
4x6' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
697.63
252
446
$698
4' 8" O.C.
4x8' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
826.32
285
542
$826
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat
2.0
EA
794.09
585
1,003
$1,588
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
7.0
EA
1,352.97
2,753
6,718
$9,471
4' 8" O.C.
4x5' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
633.59
235
398
$634
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x6' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
697.63
252
446
$698
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
8.0
EA
1,352.97
3,146
7,677
$10,824
4' 8" O.C.
4x16' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
2.0
EA
1,311.24
773
1,850
$2,622
4' 8" O.C.
4x8' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
826.32
285
542
$826
4' 8" O.C.
4x5' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
633.59
235
398
$634
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
8.0
EA
1,352.97
3,146
7,677
$10,824
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x6' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
697.63
252
446
$698
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
4.0
EA
1,352.97
1,573
3,839
$5,412
4' 8" O.C.
4x8' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
826.32
285
542
$826
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
794.09
293
501
$794
4x5' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
633.59
235
398
$634
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
3.0
EA
1,352.97
1,180
2,879
$4,059
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
858.34
293
566
$858
4' 8" O.C.
4x6' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
697.63
252
446
$698
4' 8" O.C.
4x16' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
1,311.24
386
925
$1,311
4' 8" O.C.
4x17' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
3.0
EA
1,352.97
1,180
2,879
$4,059
4' 8" O.C.
4x8' 6" DI FxF Cement Lined/Primer Coat ~1/2" Tap every
1.0
EA
826.32
285
542
$826
4' 8" O.C.
4x9' 0" DI FxF Cement Lined/Primer Coat
1.0
EA
794.09
293
501
$794
6 FxF Cement/Primer 45 Ell
1.0
EA
273.45
175
99
$273
4 FxF Cement/Primer 45 Ell
48.0
EA
207.94
6,531
3,449
$9,981
4 FxF Cement/Primer 90 Ell
26.0
EA
216.63
3,764
1,868
$5,632
6 FxF Cement/Primer 90 Ell
5.0
EA
290.20
895
556
$1,451
4 FxF Cement/Primer 90 Ell
9.0
EA
216.63
1,303
647
$1,950
6x4 FxF Cement/Primer Conc Red
6.0
EA
217.65
846
460
$1,306
6 FxF Cement/Primer Cross
3.0
EA
567.36
1,035
668
$1,702
Page 416 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
4x2 FxF Cement/Primer Red Tee
4.0
EA
274.65
696
403
$1,099
4 FxF Cement/Primer Tee
10.0
EA
332.49
2,131
1,194
$3,325
6 FxF Cement/Primer Tee
1.0
EA
427.12
264
163
$427
4 FxF Cement/Primer Tee
1.0
EA
332.49
213
119
$332
1 Hose Bib
4.0
EA
618.28
224
2,249
$2,473
1 Sch 40 316 SS Pipe
16.0
LF
23.94
149
234
$383
1 Stainless Steel Quick Disconnect
4.0
EA
235.63
124
818
$943
NPW 4" - 6" DICM from Yard to Aeration Basins - SPT
6 D-205 '4' SST Adjustable Pipe Su
1.0
EA
1,264.01
155
1,109
$1,264
6 D-206 'SST Flush Mount Unistrut
7.0
EA
326.58
870
1,416
$2,286
4 Structural Support ~Detail 2 - S-3.09
138.0
EA
1,078.39
11,575
137,242
$148,817
NPW 3" - 6" DICM from Yard to Aeration Basins - VLV
6 250# Flanged Gate Valve
1.0
EA
1,274.45
480
794
$1,274
3 250# Flanged Gate Valve
6.0
EA
762.21
1,346
3,227
$4,573
NPW/SHY/CAR 1" - 2.5" CPVC from Yard to IMLR Pumps
2-1/2 150# Sch 80 CPVC VS PR Flange
2.0
EA
65.19
75
56
$130
2 150# Sch 80 CPVC VS PR Flange
4.0
EA
47.64
137
54
$191
1-1/2 150# Sch 80 CPVC VS PR Flange
4.0
EA
42.82
127
45
$171
1 150# Sch 80 CPVC VS PR Flange
4.0
EA
38.03
119
33
$152
1/2 2000 316SS Thd Ball Valve
1.0
EA
168.10
46
122
$168
1-1/2x1/2 316 SS 150# Thd Hex Bushing
1.0
EA
37.45
21
17
$37
1/2x2 316 SS Sch 40 Nipple TxT
2.0
EA
6.74
6
7
$13
1 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
7.74
23
$23
1-1/2 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
8.64
26
$26
2 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
11.32
34
$34
2-1/2 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
12.22
37
$37
2-1/2 316 SST Bolt 1/8" Neo Gskt Kit ~NPW - SERVICE
2.0
EA
12.22
24
$24
1-1/2 CPVC Sch 40 Coupling
13.0
EA
37.84
412
80
$492
1-1/2 CPVC Sch 40 Coupling
10.0
EA
37.84
317
62
$378
2 CPVC Sch 80 45 Ell
10.0
EA
47.08
367
104
$471
1 CPVC Sch 80 45 Ell
10.0
EA
31.95
273
46
$319
1-1/2 CPVC Sch 80 45 Ell
17.0
EA
42.23
560
158
$718
2 CPVC Sch 80 90 Ell
10.0
EA
46.34
367
97
$463
1 CPVC Sch 80 90 Ell
16.0
EA
30.67
437
53
$491
1-1/2 CPVC Sch 80 90 Ell
31.0
EA
40.95
1,021
249
$1,269
2 CPVC Sch 80 90 Ell
2.0
EA
46.34
73
19
$93
1-1/2 CPVC Sch 80 Cap
2.0
EA
24.22
34
15
$48
1 CPVC Sch 80 Cap
2.0
EA
21.72
30
14
$43
2 CPVC Sch 80 Cap
2.0
EA
27.11
39
16
$54
2 CPVC Sch 80 Coupling
4.0
EA
76.74
278
29
$307
1 CPVC Sch 80 Coupling
7.0
EA
55.45
365
23
$388
2 CPVC Sch 80 Coupling
12.0
EA
76.74
835
86
$921
1 CPVC Sch 80 Coupling
11.0
EA
55.45
574
36
$610
2-1/2x2 CPVC Sch 80 Reducer Coupling
2.0
EA
66.24
88
44
$132
2x1 CPVC Sch 80 Reducer Coupling
1.0
EA
55.46
36
19
$55
2x1-1/2 CPVC Sch 80 Reducer Coupling
1.0
EA
55.46
36
19
$55
2 CPVC Sch 80 Tee
6.0
EA
66.95
324
77
$402
1 CPVC Sch 80 Tee
12.0
EA
44.56
477
58
$535
1-1/2 CPVC Sch 80 Tee
14.0
EA
58.19
652
162
$815
2 CPVC Solvent Weld Check Valve
2.0
EA
322.11
96
549
$644
2 CPVC True Union Solv Weld Ball
1.0
EA
249.18
48
201
$249
1 CPVC True Union Solv Weld Ball
1.0
EA
119.23
30
89
$119
1-1/2 CPVC True Union Solv Weld Ball
2.0
EA
188.53
83
294
$377
1-1/2 D-206 'SST Flush Mount Unistrut
39.0
EA
214.98
2,423
5,961
$8,384
2 D-206 'SST Flush Mount Unistrut
19.0
EA
220.06
1,181
3,001
$4,181
1 D-206 'SST Flush Mount Unistrut
20.0
EA
195.23
932
2,973
$3,905
2-1/2 Flanged Backflow Preventer
1.0
EA
2,881.35
247
2,635
$2,881
2 Hose Bib
2.0
EA
630.71
137
1,125
$1,261
1-1/2 Hose Bib
2.0
EA
618.28
112
1,125
$1,237
Pressure Gauge
1.0
EA
93.20
93
$93
1 PVC True Union Solv Weld Ball
1.0
EA
88.02
30
58
$88
1-1/2 Sch 80 CPVC PE Pipe
26.0
LF
10.52
129
144
$274
2 Sch 80 CPVC PE Pipe
123.0
LF
12.67
611
947
$1,559
2-1/2 Sch 80 CPVC PE Pipe
3.0
LF
17.26
17
35
$52
1 Sch 80 CPVC PE Pipe
200.0
LF
7.01
746
656
$1,401
1-1/2 Sch 80 CPVC PE Pipe
370.0
LF
10.52
1,839
2,053
$3,892
2 Sch 80 CPVC PE Pipe
59.0
LF
12.67
293
454
$748
RAS 24" DIGL from Anox Basin to Clarifiers
24 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
2.0
EA
441.95
884
$884
24x14' 6" DI FxF Glass Lined/Primer Coat ~CONCRETE
1.0
EA
8,490.88
1,209
7,281
$8,491
ENCASED
24x1' 0" DI FxF Glass Lined/Primer Coat ~TF x TF Wall
1.0
EA
3,802.70
739
3,063
$3,803
Pipe with Weep Ring
24 FCA Rest CI Adpt x 125# Flg
1.0
EA
3,114.22
790
2,324
$3,114
24 FxF Glass/Primer 90 Ell
1.0
EA
7,797.61
898
6,900
$7,798
O - Clarifiers
12,819
12,124
$24,942
DEMO OWRF Clarifiers 1 & 2
6 Core & Chip Wall ~24" Wall
2.0
EA
379.03
758
$758
Page 417 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
30 Core & Chip Wall ~24" Wall
2.0
EA
3,032.26
6,065
$6,065
6 Demo Ductile Iron Piping
50.0
LF
67.66
3,383
$3,383
30 Demo Ductile Iron Piping
20.0
LF
338.31
6,766
$6,766
SCUM 6" DIGL from Clarifiers 1 & 2 to PS
6 316 SST Bolt & Isolation Kit ~SCUM - SERVICE
4.0
EA
142.95
572
$572
6 316 SST Bolt 1/8" Neo Gskt Kit ~SCUM - SERVICE
10.0
EA
32.47
325
$325
6x2' 0" DI FxF Glass Lined/Primer Coat
2.0
EA
564.10
440
688
$1,128
6x4' 6" DI FxF Glass Lined/Primer Coat
2.0
EA
793.44
569
1,018
$1,587
6x1' 6" DI FxF Glass Lined/Primer Coat ~MJ x TF Wall
2.0
EA
677.69
414
942
$1,355
Pipe With Weep Ring
6x2' 6" DI FxF Glass Lined/Primer Coat
2.0
EA
610.09
466
754
$1,220
6 Ductile C110 MJ DP Short Sleeve
2.0
EA
254.66
423
87
$509
6 FxF Glass/Primer 90 Ell
2.0
EA
636.86
358
916
$1,274
O - Effluent Storage Reservoir
4,386
7,211
$11,597
DEMO OWRF Effluent Storage Reservoir
24 316 SST Bolt 1/8" Neo Gskt Kit
2.0
EA
441.95
884
$884
24 Demo Valve & Coupling ~Butterfly and Stem
2.0
EA
1,691.56
3,383
$3,383
24 Ductile Iron C110 Blind Flange
2.0
EA
3,665.05
1,003
6,327
$7,330
O - Filters
99,782
179,770
$279,553
BSHY 1" CPVC from Hypo Facility to Filters - OWRF
1 CPVC Sch 80 45 Ell
10.0
EA
31.95
273
46
$319
1 CPVC Sch 80 90 Ell
14.0
EA
30.67
383
47
$429
1 CPVC Sch 80 Cap
4.0
EA
21.72
60
27
$87
1 CPVC Sch 80 Coupling
29.0
EA
55.45
1,514
95
$1,608
1 CPVC Sch 80 Tee
14.0
EA
44.56
557
67
$624
1 CPVC True Union Solv Weld Ball
4.0
EA
119.23
122
355
$477
1 D-204 'SST Pipe Hanger
13.0
EA
135.17
808
949
$1,757
1 Sch 80 CPVC PE Pipe
323.0
LF
7.01
1,204
1,059
$2,263
BW 2" - 3" CPVC from BW Pumps to Filt/Sewer - OWRF
2 150# Sch 80 CPVC VS PR Flange
8.0
EA
47.64
273
108
$381
3 150# Sch 80 CPVC VS PR Flange
14.0
EA
67.75
539
409
$948
2 150# Sch 80 CPVC VS PR Flange
2.0
EA
47.64
68
27
$95
3 150# Sch 80 CPVC VS PR Flange
7.0
EA
67.75
270
205
$474
2 150# Sch 80 CPVC VS PR Flange
2.0
EA
47.64
68
27
$95
3 150# Sch 80 CPVC VS PR Flange
1.0
EA
67.75
39
29
$68
2 150# Sch 80 CPVC VS PR Flange
6.0
EA
47.64
205
81
$286
3 150# Sch 80 CPVC VS PR Flange
2.0
EA
67.75
77
58
$135
2 150# Sch 80 CPVC VS PR Flange
1.0
EA
47.64
34
13
$48
3 150# Sch 80 CPVC VS PR Flange
1.0
EA
67.75
39
29
$68
2 150# Sch 80 CPVC VS PR Flange
1.0
EA
47.64
34
13
$48
3 150# Sch 80 CPVC VS PR Flange
5.0
EA
67.75
193
146
$339
3 250# Flanged Gate Valve
10.0
EA
762.21
2,243
5,379
$7,622
1x1/2 304 SS 150# Thd Conc Reducer
10.0
EA
55.21
472
80
$552
2x1 304 SS 150# Thd Hex Bushing
10.0
EA
54.51
336
210
$545
1/2x3 316 SS Sch 40 Nipple TxT
10.0
EA
8.27
31
52
$83
1x3 316 SS Sch 40 Nipple TxT
20.0
EA
10.92
62
156
$218
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
11.32
45
$45
2 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
11.32
45
$45
3 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
4.0
EA
12.51
50
$50
3 316 SST Bolt 1/8" Neo Gskt Kit ~BW - SERVICE
4.0
EA
12.51
50
$50
3 4' SST Adjustable Pipe Support
20.0
EA
967.19
2,485
16,858
$19,344
3 CPVC Sch 80 45 Ell
35.0
EA
80.19
1,848
958
$2,807
3 CPVC Sch 80 90 Ell
45.0
EA
78.07
2,377
1,137
$3,513
3 CPVC Sch 80 Coupling
29.0
EA
170.75
4,451
501
$4,952
3x2 CPVC Sch 80 Reducer Coupling
10.0
EA
96.89
522
447
$969
3x2 CPVC Sch 80 Reducing Tee
10.0
EA
127.42
783
491
$1,274
3 CPVC Sch 80 Tee
35.0
EA
111.13
2,740
1,149
$3,890
3 CPVC True Union Solv Weld Ball
10.0
EA
667.49
901
5,774
$6,675
2 Flanged Expansion Joint ~CPVC BW System
10.0
EA
755.30
1,597
5,956
$7,553
Pressure Gauge ~PI 443 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 433 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 143 - LABOR ONLY
1.0
EA
93.20
93
$93
Page 418 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Pressure Gauge ~PI 133 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 343 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 333 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 243 - LABOR ONLY
2.0
EA
93.20
186
$186
Pressure Gauge ~PI 143 - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 133 - LABOR ONLY
1.0
EA
93.20
93
$93
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
1.0
EA
475.53
16
460
$476
3 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
5.0
EA
551.75
109
2,650
$2,759
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
4.0
EA
475.53
62
1,840
$1,902
3 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
3.0
EA
551.75
65
1,590
$1,655
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
3.0
EA
475.53
47
1,380
$1,427
3 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
2.0
EA
551.75
43
1,060
$1,103
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
2.0
EA
475.53
31
920
$951
2 Sch 80 CPVC PE Pipe
3.0
LF
12.67
15
23
$38
3 Sch 80 CPVC PE Pipe
160.0
LF
21.31
1,094
2,316
$3,410
2 Sch 80 CPVC PE Pipe
4.0
LF
12.67
20
31
$51
3 Sch 80 CPVC PE Pipe
50.0
LF
21.31
342
724
$1,066
2 Sch 80 CPVC PE Pipe
1.0
LF
12.67
5
8
$13
3 Sch 80 CPVC PE Pipe
25.0
LF
21.31
171
362
$533
2 Sch 80 CPVC PE Pipe
2.0
LF
12.67
10
15
$25
3 Sch 80 CPVC PE Pipe
25.0
LF
21.31
171
362
$533
1 2000 316SS Thd Ball Valve
10.0
EA
146.11
541
921
$1,461
BW 2" - 3" CPVC from Filters to BW Pumps - OWRF
2 150# Sch 80 CPVC VS PR Flange
56.0
EA
47.64
1,914
754
$2,668
3 2' SST Adjustable Pipe Support
12.0
EA
1,082.66
1,491
11,501
$12,992
1 304 SS 150# Thd Cap
8.0
EA
39.85
263
55
$319
1x1/2 304 SS 150# Thd Conc Reducer
16.0
EA
55.21
756
128
$883
2x1 304 SS 150# Thd Hex Bushing
16.0
EA
54.51
537
335
$872
1 304 SS 150# Thd Tee
8.0
EA
116.30
741
190
$930
1/2x3 316 SS Sch 40 Nipple TxT
16.0
EA
8.27
50
83
$132
1x3 316 SS Sch 40 Nipple TxT
56.0
EA
10.92
174
437
$611
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
112.0
EA
11.32
1,267
$1,267
2 CPVC Sch 80 45 Ell
9.0
EA
47.08
330
94
$424
3 CPVC Sch 80 45 Ell
12.0
EA
80.19
634
329
$962
2 CPVC Sch 80 45 Ell
3.0
EA
47.08
110
31
$141
2 CPVC Sch 80 90 Ell
21.0
EA
46.34
770
203
$973
3 CPVC Sch 80 90 Ell
16.0
EA
78.07
845
404
$1,249
2 CPVC Sch 80 90 Ell
7.0
EA
46.34
257
68
$324
2 CPVC Sch 80 Cap
8.0
EA
27.11
154
63
$217
2 CPVC Sch 80 Coupling
4.0
EA
76.74
278
29
$307
3 CPVC Sch 80 Coupling
16.0
EA
170.75
2,455
277
$2,732
2 CPVC Sch 80 Coupling
12.0
EA
76.74
835
86
$921
3x2 CPVC Sch 80 Reducer Coupling
16.0
EA
96.89
835
715
$1,550
3x2 CPVC Sch 80 Reducing Tee
16.0
EA
127.42
1,253
786
$2,039
2 CPVC Sch 80 Tee
34.0
EA
66.95
1,838
438
$2,276
3 CPVC Sch 80 Tee
7.0
EA
111.13
548
230
$778
2 CPVC Sch 80 Tee
26.0
EA
66.95
1,405
335
$1,741
3 CPVC Sch 80 Tee
9.0
EA
111.13
705
296
$1,000
2 D-307 'SST Extended Mount Unistr
24.0
EA
290.84
1,491
5,489
$6,980
2 Flanged Expansion Joint ~CPVC BW System
8.0
EA
755.30
1,277
4,765
$6,042
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
48.0
EA
475.53
746
22,080
$22,826
2 Sch 80 CPVC PE Pipe
43.0
LF
12.67
214
331
$545
3 Sch 80 CPVC PE Pipe
4.0
LF
21.31
27
58
$85
2 Sch 80 CPVC PE Pipe
67.0
LF
12.67
333
516
$849
3 Sch 80 CPVC PE Pipe
62.0
LF
21.31
424
898
$1,321
2 Sch 80 CPVC PE Pipe
65.0
LF
12.67
323
501
$824
3 Sch 80 CPVC PE Pipe
22.0
LF
21.31
150
319
$469
2 Sch 80 CPVC PE Pipe
85.0
LF
12.67
423
655
$1,077
1 2000 316SS Thd Ball Valve
24.0
EA
139.11
1,297
2,041
$3,339
Vacuum Indicator ~VI 442 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 432 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 342 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 332 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 242 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 232 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 142 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Indicator ~VI 132 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 441 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 431 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 341 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 331 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 241 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 231 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 141 - LABOR ONLY
1.0
EA
93.20
93
$93
Vacuum Transmittor ~VT 131 - LABOR ONLY
1.0
EA
93.20
93
$93
D 4" CPVC from Filters to Sump Pumps - OWRF
4 150# Sch 80 CPVC VS PR Flange
22.0
EA
120.86
1,791
868
$2,659
4 316 SST Bolt 1/8" Neo Gskt Kit ~D - SERVICE
14.0
EA
20.25
284
$284
Page 419 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
4 CPVC Sch 80 45 Ell
10.0
EA
107.79
702
376
$1,078
4 CPVC Sch 80 90 Ell
16.0
EA
115.70
1,123
728
$1,851
4 CPVC Sch 80 Coupling
10.0
EA
272.43
2,498
227
$2,724
4 CPVC Sch 80 Tee
10.0
EA
148.09
1,044
437
$1,481
4x1' 0" DI FxF Cement Lined/Primer Coat ~TF x TF Wall
11.0
EA
440.01
1,763
3,077
$4,840
Pipe With Weep Ring
4 Sch 80 CPVC PE Pipe
121.0
LF
29.84
1,053
2,558
$3,610
D 4" CPVC from Filters to Sump Pumps - OWRF - VLV
4 Mud Valve Flg Non-Rising ~12.5' Stem Guide - Ref to
4.0
EA
3,300.28
2,982
10,219
$13,201
M-7.04 401
D 4" CPVC from Sump Pumps to Sewer - OWRF
4 150# Sch 80 CPVC VS PR Flange
12.0
EA
120.86
977
474
$1,450
4 316 SST Bolt 1/8" Neo Gskt Kit ~D - SERVICE
12.0
EA
20.25
243
$243
4 CPVC Sch 80 45 Ell
6.0
EA
107.79
421
226
$647
4 CPVC Sch 80 90 Ell
10.0
EA
115.70
702
455
$1,157
4 CPVC Sch 80 Coupling
4.0
EA
272.43
999
91
$1,090
4 CPVC Sch 80 Tee
4.0
EA
148.09
418
175
$592
4x1' 0" DI FxF Cement Lined/Primer Coat ~TF x TF Wall
3.0
EA
440.01
481
839
$1,320
Pipe With Weep Ring
4 Sch 80 CPVC PE Pipe
26.0
LF
29.84
226
550
$776
Sump Pumps ~4" Outlet - PMP-539-251
1.0
EA
12,653.86
1,491
11,163
$12,654
Sump Pumps ~4" Outlet - PMP-539-151
1.0
EA
12,653.86
1,491
11,163
$12,654
D 4" CPVC from Sump Pumps to Sewer - OWRF - VLV
4 CPVC Solvent Weld Check Valve
2.0
EA
1,690.82
280
3,102
$3,382
DEMO OWRF Filters
42 Mag Flow Meter ~DEMO - LABOR ONLY
1.0
EA
2,371.21
2,371
$2,371
Sample Pump ~RELOCATE
1.0
EA
1,449.91
1,450
$1,450
SW 2" - 4" CPVC from Filters to BW Header - OWRF
2 150# Sch 80 CPVC VS PR Flange
8.0
EA
47.64
273
108
$381
2 304 SS 150# Socket Weld Flange
8.0
EA
224.62
1,337
460
$1,797
2 316 SST Bolt 1/8" Neo Gskt Kit ~BWW - SERVICE
8.0
EA
11.32
91
$91
4 CPVC Sch 80 90 Ell
28.0
EA
115.70
1,966
1,274
$3,240
2 CPVC Sch 80 90 Ell
20.0
EA
46.34
733
194
$927
4 CPVC Sch 80 Coupling
12.0
EA
272.43
2,997
272
$3,269
2 CPVC Sch 80 Coupling
12.0
EA
76.74
835
86
$921
4x2 CPVC Sch 80 Reducer Coupling
4.0
EA
122.91
278
213
$492
4 CPVC Sch 80 Tee
16.0
EA
148.09
1,670
699
$2,369
2 CPVC Sch 80 Tee
16.0
EA
66.95
865
206
$1,071
2 Sch 40 304 SS Pipe ~Wall Pipe with Weep Ring
4.0
LF
375.88
62
1,441
$1,504
4 Sch 80 CPVC PE Pipe
25.0
LF
29.84
217
528
$746
2 Sch 80 CPVC PE Pipe
112.0
LF
12.67
557
862
$1,419
4 Sch 80 CPVC PE Pipe
155.0
LF
29.84
1,348
3,276
$4,625
SW 2" - 4" CPVC from Filters to BW Header - OWRF - SPT
4 D-206 'SST Flush Mount Unistrut
40.0
EA
279.91
3,728
7,468
$11,196
O - RAS/WAS Pump Station
129,214
318,414
$447,627
DEMO OWRF RAS/WAS Pump Station
12 316 SST Bolt 1/8" Neo Gskt Kit
2.0
EA
86.96
174
$174
16 316 SST Bolt 1/8" Neo Gskt Kit
2.0
EA
156.05
312
$312
6 Core & Chip Wall ~18" Wall
1.0
EA
324.89
325
$325
12 Core & Chip Wall ~18" Wall
4.0
EA
649.77
2,599
$2,599
6 Demo Ductile Iron Piping
108.0
LF
32.31
3,489
$3,489
12 Demo Ductile Iron Piping
152.0
LF
34.17
5,194
$5,194
12 Demo Ductile Iron Piping ~HIGH
108.0
LF
47.84
5,167
$5,167
16 Demo Ductile Iron Piping ~HIGH
49.0
LF
93.20
4,567
$4,567
12 Demo RAS/WAS Pipe Supports ~Floor Mounted
24.0
EA
93.20
2,237
$2,237
12 Demo RAS/WAS Pipe Supports ~Hangers
12.0
EA
86.99
1,044
$1,044
16 Demo RAS/WAS Pipe Supports ~Hangers
5.0
EA
80.77
404
$404
1 Demo Seal Water Assembly
5.0
EA
173.97
870
$870
18 Demo Valve & Coupling ~Flex Coupling
1.0
EA
1,304.79
1,305
$1,305
18 Demo Valve & Coupling ~PLUG
2.0
EA
1,304.79
2,610
$2,610
18 Demo Valve & Coupling ~Flex Coupling
1.0
EA
1,304.79
1,305
$1,305
12 Ductile Iron C110 Blind Flange
2.0
EA
876.91
421
1,333
$1,754
16 Ductile Iron C110 Blind Flange
2.0
EA
1,474.32
636
2,312
$2,949
RAS 12" - 18" DIGL from RAS Pumps to IMLR Disch. Chan
1x1/2 150# Blk Mall Conc Reducer
6.0
EA
45.55
242
31
$273
1 304 SS 150# Thd 90 Ell
25.0
EA
73.74
1,569
275
$1,843
1 304 SS 150# Thd Cap
3.0
EA
39.85
99
21
$120
2x1 304 SS 150# Thd Conc Reducer
6.0
EA
100.77
436
168
$605
2x1 304 SS 150# Thd Hex Bushing
3.0
EA
54.51
101
63
$164
1 304 SS 150# Thd Tee
19.0
EA
116.30
1,759
451
$2,210
2x3 316 SS Sch 40 Nipple TxT
1.0
EA
19.04
4
15
$19
1/2x3 316 SS Sch 40 Nipple TxT
6.0
EA
8.27
19
31
$50
1x3 316 SS Sch 40 Nipple TxT
21.0
EA
10.92
65
164
$229
2x3 316 SS Sch 40 Nipple TxT
1.0
EA
19.04
4
15
$19
1x3 316 SS Sch 40 Nipple TxT
11.0
EA
10.92
34
86
$120
2x3 316 SS Sch 40 Nipple TxT
1.0
EA
19.04
4
15
$19
1x3 316 SS Sch 40 Nipple TxT
1.0
EA
10.92
3
8
$11
12 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
23.0
EA
86.96
2,000
$2,000
Page 420 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
16 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
24.0
EA
156.05
3,745
$3,745
18 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
4.0
EA
232.29
929
$929
2x1 Cast Iron Hex Head Bushing
3.0
EA
39.92
84
36
$120
12x3' 0" DI FxF Glass Lined/Primer Coat ~(2) 2" tap for
1.0
EA
2,614.10
470
2,144
$2,614
Inst. & ARV
12x1' 6" DI FxF Glass Lined/Primer Coat ~(2) 2" tap for
1.0
EA
2,293.75
398
1,896
$2,294
Inst. & ARV
12x1' 6" DI FxF Glass Lined/Primer Coat ~FL x PE
4.0
EA
912.11
1,591
2,058
$3,648
16x2' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
2,124.21
606
1,518
$2,124
12x1' 6" DI FxF Glass Lined/Primer Coat ~(2) 2" tap for
1.0
EA
2,293.75
398
1,896
$2,294
Inst. & ARV
12x1' 6" DI FxF Glass Lined/Primer Coat ~FL x PE
2.0
EA
912.11
795
1,029
$1,824
16x4' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
2,696.57
701
1,996
$2,697
16x5' 0" DI FxF Glass Lined/Primer Coat
2.0
EA
2,839.87
1,449
4,231
$5,680
12x9' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
2,685.22
651
2,035
$2,685
12x1' 0" DI FxF Glass Lined/Primer Coat ~FL x PE
2.0
EA
795.18
727
863
$1,590
12x13' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
3,468.47
772
2,697
$3,468
16x2' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
2,124.21
606
1,518
$2,124
16x1' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,835.97
555
1,281
$1,836
16x2' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
2,124.21
606
1,518
$2,124
16 Ductile Iron C110 Blind Flange ~2" Tap for Flushing
2.0
EA
1,556.13
636
2,476
$3,112
16 FCA Rest CI Adpt x 125# Flg
1.0
EA
2,037.80
574
1,464
$2,038
18 Flex Coupling Rest (PE x PE)
2.0
EA
1,552.32
1,212
1,893
$3,105
12 Flex Coupling Rest (PE x PE)
4.0
EA
903.13
1,479
2,134
$3,613
12 FxF Glass/Primer 45 Ell
1.0
EA
1,714.95
395
1,320
$1,715
16 FxF Glass/Primer 45 Ell
4.0
EA
2,528.44
2,242
7,872
$10,114
16 FxF Glass/Primer 90 Ell
2.0
EA
3,092.96
1,130
5,056
$6,186
16x12 FxF Glass/Primer Conc Red
2.0
EA
2,541.35
973
4,110
$5,083
16x12 FxF Glass/Primer Red Wye
3.0
EA
6,404.80
2,179
17,035
$19,214
16 FxF Glass/Primer Tee
2.0
EA
4,670.59
1,553
7,788
$9,341
1 Liquid Flow Switch ~LABOR ONLY
1.0
EA
83.88
84
$84
12 Mag Flow Meter ~FIT 153 - LABOR ONLY
1.0
EA
972.38
972
$972
Pressure Gauge ~PI 156B - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 155B - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 154B - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Switch ~PSH 156
1.0
EA
167.76
168
$168
Pressure Switch ~PSH 155
1.0
EA
167.76
168
$168
Pressure Switch ~PSH 154
1.0
EA
167.76
168
$168
1 Sch 40 304 SS Pipe
164.0
LF
23.94
1,528
2,397
$3,925
1 2000 316SS Thd Ball Valve
6.0
EA
146.11
324
552
$877
1 304 SS 150# Thd 45 Ell
10.0
EA
72.34
621
102
$723
RAS 12" - 18" DIGL from RAS Pumps to IMLR Disch. Chan -
SPT
16 D-204 'SST Pipe Hanger
3.0
EA
729.64
466
1,723
$2,189
12 D-204 'SST Pipe Hanger
6.0
EA
404.20
746
1,680
$2,425
12 D-205 '4' SST Adjustable Pipe Su
9.0
EA
1,378.70
1,678
10,731
$12,408
16 D-205 '4' SST Adjustable Pipe Su
4.0
EA
1,975.10
994
6,906
$7,900
1 D-307 'SST Extended Mount Unistr
26.0
EA
268.20
1,212
5,762
$6,973
RAS 12" - 18" DIGL from RAS Pumps to IMLR Disch. Chan -
VLV
12 150# AWWA Flg Plug Valve w/Lever
3.0
EA
2,990.58
2,203
6,768
$8,972
18 150# AWWA Flg Plug Valve w/Lever
2.0
EA
7,418.03
2,134
12,702
$14,836
16 150# AWWA Flg Plug Valve w/Lever
3.0
EA
6,990.66
2,816
18,155
$20,972
2 Combination Air Relief/Vacuum Va ~PSH-449-156
1.0
EA
5,269.48
186
5,083
$5,269
2 Combination Air Relief/Vacuum Va ~PSH-449-155
1.0
EA
5,269.48
186
5,083
$5,269
2 Combination Air Relief/Vacuum Va ~PSH-449-154
1.0
EA
5,269.48
186
5,083
$5,269
Ball Valve for Flushing Connection
1.0
EA
597.39
56
541
$597
12 Flg Swing Check Valve
3.0
EA
5,283.19
1,240
14,610
$15,850
RAS 12" DIGL from Wet Well to RAS Pumps
0-160# Pressure Gauge
3.0
EA
93.20
280
$280
1 1500 316SS Thd 3pc FP Ball Valve
3.0
EA
890.03
173
2,497
$2,670
1 25-75# Thd Pressure Red Valve
3.0
EA
137.31
412
$412
1x1/2 304 SS 150# Thd Conc Reducer
3.0
EA
55.21
142
24
$166
2x1 304 SS 150# Thd Hex Bushing
3.0
EA
54.51
101
63
$164
1/2x3 316 SS Sch 40 Nipple TxT
3.0
EA
8.27
9
15
$25
1x3 316 SS Sch 40 Nipple TxT
6.0
EA
10.92
19
47
$66
10 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
3.0
EA
75.05
225
$225
12 316 SST Bolt 1/8" Neo Gskt Kit ~RAS - SERVICE
31.0
EA
86.96
2,696
$2,696
1 600 Swt Ball Valve
12.0
EA
121.52
492
966
$1,458
1 CPVC Sch 80 45 Ell
10.0
EA
31.95
273
46
$319
1 CPVC Sch 80 90 Ell
17.0
EA
30.67
465
57
$521
1 CPVC Sch 80 Coupling
26.0
EA
55.45
1,357
85
$1,442
1 CPVC Sch 80 Tee
13.0
EA
44.56
517
62
$579
1 D-204 'SST Pipe Hanger
30.0
EA
135.17
1,864
2,191
$4,055
12x2' 6" DI FxF Glass Lined/Primer Coat ~TF x FL Wall
1.0
EA
1,758.62
451
1,308
$1,759
Pipe with Weep Ring
12x2' 6" DI FxF Glass Lined/Primer Coat
2.0
EA
1,411.38
902
1,921
$2,823
12x2' 0" DI FxF Glass Lined/Primer Coat ~TF x FL Wall
1.0
EA
1,656.59
432
1,225
$1,657
Pipe with Weep Ring
Page 421 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
12x1' 6" DI FxF Glass Lined/Primer Coat ~PE x FL
2.0
EA
912.11
795
1,029
$1,824
12x6' 0" DI FxF Glass Lined/Primer Coat ~PE x FL - 2" Tap
1.0
EA
2,368.92
560
1,808
$2,369
for Inst.
12x3' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,611.07
485
1,126
$1,611
12x2' 0" DI FxF Glass Lined/Primer Coat ~PE x FL
2.0
EA
1,029.04
864
1,194
$2,058
12x6' 0" DI FxF Glass Lined/Primer Coat ~PE x FL - 2" Tap
1.0
EA
2,368.92
560
1,808
$2,369
for Inst.
12x3' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,611.07
485
1,126
$1,611
12x2' 6" DI FxF Glass Lined/Primer Coat ~TF x FL Wall
1.0
EA
1,758.62
451
1,308
$1,759
Pipe with Weep Ring
12x6' 0" DI FxF Glass Lined/Primer Coat ~PE x FL - 2" Tap
1.0
EA
2,368.92
560
1,808
$2,369
for Inst.
12x3' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,611.07
485
1,126
$1,611
12x2' 6" DI FxF Glass Lined/Primer Coat ~TF x FL Wall
1.0
EA
1,758.62
451
1,308
$1,759
Pipe with Weep Ring
12x1' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,192.42
398
795
$1,192
12 Ductile Iron C110 Blind Flange
1.0
EA
876.91
211
666
$877
12 Flex Coupling Rest (PE x PE)
3.0
EA
903.13
1,109
1,600
$2,709
12 FxF Glass/Primer 90 Ell ~Flange x Flare
4.0
EA
2,402.63
1,635
7,975
$9,611
12x10 FxF Glass/Primer Conc Red
3.0
EA
1,574.21
994
3,729
$4,723
1 LF 125# Thd Brz RS Globe Valve
6.0
EA
256.18
384
1,153
$1,537
1 LF 250# Swt Y Strainer Tap wPlug
3.0
EA
184.21
201
351
$553
Pressure Gauge ~PI 156A - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 155A - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 154A - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Switch
3.0
EA
167.76
503
$503
1 Rotometer
3.0
EA
93.20
280
$280
1 Sch 80 CPVC PE Pipe
323.0
LF
7.01
1,204
1,059
$2,263
1 Solenoid Valve
3.0
EA
1,174.07
186
3,336
$3,522
1 2000 316SS Thd Ball Valve
3.0
EA
146.11
162
276
$438
1 Thd Braid SS Flex Connect
6.0
EA
186.12
190
927
$1,117
1 Type L Hard Copper Tube
60.0
LF
12.69
298
463
$761
1 Wrot Copper 90 Ell
42.0
EA
45.23
1,644
255
$1,899
1 Wrot Copper Female Adapter
15.0
EA
61.83
755
173
$927
1 Wrot Copper Tee
9.0
EA
69.22
514
109
$623
1 Wrot Copper Union
12.0
EA
82.09
693
292
$985
RAS 12" DIGL from Wet Well to RAS Pumps - SPT
12 D-205 '2' SST Adjustable Pipe Su
7.0
EA
1,240.25
1,305
7,377
$8,682
RAS 12" DIGL from Wet Well to RAS Pumps -VLV
12 150# AWWA Flg Plug Valve w/Lever
4.0
EA
2,990.58
2,938
9,025
$11,962
WAS 6" DIGL from WAS Pumps to SHT
1x1/2 150# Blk Mall Conc Reducer
4.0
EA
45.55
162
21
$182
1 304 SS 150# Thd 45 Ell
12.0
EA
72.34
746
122
$868
1 304 SS 150# Thd 90 Ell
15.0
EA
73.74
941
165
$1,106
1 304 SS 150# Thd Cap
2.0
EA
39.85
66
14
$80
2x1 304 SS 150# Thd Conc Reducer
4.0
EA
100.77
291
112
$403
2x1 304 SS 150# Thd Hex Bushing
2.0
EA
54.51
67
42
$109
1 304 SS 150# Thd Tee
15.0
EA
116.30
1,389
356
$1,745
1/2x3 316 SS Sch 40 Nipple TxT
4.0
EA
8.27
12
21
$33
1x3 316 SS Sch 40 Nipple TxT
21.0
EA
10.92
65
164
$229
2x3 316 SS Sch 40 Nipple TxT
2.0
EA
19.04
7
31
$38
1x3 316 SS Sch 40 Nipple TxT
1.0
EA
10.92
3
8
$11
6 316 SST Bolt 1/8" Neo Gskt Kit ~WAS - SERVICE
25.0
EA
32.47
812
$812
2x1 Cast Iron Hex Head Bushing
2.0
EA
39.92
56
24
$80
6x3' 6" DI FxF Glass Lined/Primer Coat ~2" Tap for Inst.
1.0
EA
1,256.57
258
998
$1,257
6x2' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
610.09
233
377
$610
6x3' 6" DI FxF Glass Lined/Primer Coat ~2" Tap for Inst.
1.0
EA
1,256.57
258
998
$1,257
6x2' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
610.09
233
377
$610
6x2' 0" DI FxF Glass Lined/Primer Coat ~FL x PE
2.0
EA
461.85
440
484
$924
6x1' 0" DI FxF Glass Lined/Primer Coat ~FL x PE
1.0
EA
363.31
193
170
$363
6x1' 6" DI FxF Glass Lined/Primer Coat ~FL x PE
1.0
EA
409.93
207
203
$410
6x6' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
991.61
336
655
$992
6x4' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
793.44
285
509
$793
6x2' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
564.10
220
344
$564
6x6' 6" DI FxF Glass Lined/Primer Coat ~FL x PE
1.0
EA
889.36
336
553
$889
6x1' 0" DI FxF Glass Lined/Primer Coat ~FL x PE
1.0
EA
363.31
193
170
$363
6x5' 6" DI FxF Glass Lined/Primer Coat ~2" tap for ARV
1.0
EA
1,443.50
311
1,133
$1,443
6 Ductile Iron C110 Blind Flange
1.0
EA
286.10
86
200
$286
6 Flex Coupling Rest (PE x PE)
3.0
EA
574.27
757
966
$1,723
6 FxF Glass/Primer 45 Ell
2.0
EA
577.38
349
806
$1,155
6 FxF Glass/Primer 90 Ell
2.0
EA
636.86
358
916
$1,274
6 FxF Glass/Primer Wye
2.0
EA
1,096.84
577
1,617
$2,194
6 Mag Flow Meter ~FIT 163 - LABOR ONLY
1.0
EA
541.18
541
$541
Pressure Gauge ~PI 166B - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 165B - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Switch ~PSH 166
1.0
EA
167.76
168
$168
Pressure Switch ~PSH 165
1.0
EA
167.76
168
$168
1 Sch 40 304 SS Pipe
86.0
LF
23.94
802
1,257
$2,058
Page 422 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
1 2000 316SS Thd Ball Valve
4.0
EA
146.11
216
368
$584
WAS 6" DIGL from WAS Pumps to SHT - SPT
6 D-204 'SST Pipe Hanger
10.0
EA
290.14
1,243
1,659
$2,901
1 D-206 'SST Flush Mount Unistrut
28.0
EA
195.23
1,305
4,162
$5,467
WAS 6" DIGL from WAS Pumps to SHT - VLV
6 150# AWWA Flg Plug Valve w/Lever
2.0
EA
1,065.51
783
1,348
$2,131
2 Combination Air Relief/Vacuum Va ~PSH-449-166
1.0
EA
4,271.66
186
4,085
$4,272
2 Combination Air Relief/Vacuum Va ~PSH-449-165
1.0
EA
4,271.66
186
4,085
$4,272
6 Flg Swing Check Valve
2.0
EA
1,595.31
460
2,731
$3,191
WAS 6" DIGL from Wet Well to WAS Pumps
1x1/2 304 SS 150# Thd Conc Reducer
2.0
EA
55.21
94
16
$110
2x1 304 SS 150# Thd Hex Bushing
2.0
EA
54.51
67
42
$109
1/2x3 316 SS Sch 40 Nipple TxT
2.0
EA
8.27
6
10
$17
1x3 316 SS Sch 40 Nipple TxT
4.0
EA
10.92
12
31
$44
6 316 SST Bolt 1/8" Neo Gskt Kit ~WAS - SERVICE
27.0
EA
32.47
877
$877
6 Core & Chip Wall ~18" Wall
1.0
EA
324.89
325
$325
6x4' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
760.79
272
489
$761
6x1' 6" DI FxF Glass Lined/Primer Coat ~TF x TF Wall
1.0
EA
662.53
207
456
$663
Pipe with Weep Ring
6x1' 0" DI FxF Glass Lined/Primer Coat
2.0
EA
465.57
386
545
$931
6x3' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
662.87
245
417
$663
6x15' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
1,772.74
464
1,309
$1,773
6x1' 0" DI FxF Glass Lined/Primer Coat ~PE x FL
2.0
EA
363.31
386
340
$727
6x1' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
498.84
207
292
$499
6x5' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
892.84
311
582
$893
6x1' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
498.84
207
292
$499
6x3' 6" DI FxF Glass Lined/Primer Coat
1.0
EA
705.90
258
447
$706
6x3' 0" DI FxF Glass Lined/Primer Coat
1.0
EA
662.87
245
417
$663
6x2' 6" DI FxF Glass Lined/Primer Coat ~2" Tap for Inst.
1.0
EA
1,160.76
233
928
$1,161
6x3' 0" DI FxF Glass Lined/Primer Coat ~2" Tap for Inst.
1.0
EA
1,213.54
245
968
$1,214
6 Ductile Iron C110 Blind Flange
1.0
EA
286.10
86
200
$286
6 Flex Coupling Rest (PE x PE)
1.0
EA
574.27
252
322
$574
6 FxF Glass/Primer 45 Ell
4.0
EA
577.38
698
1,611
$2,310
6 FxF Glass/Primer 90 Ell ~Flange x Flare
1.0
EA
746.52
179
568
$747
6 FxF Glass/Primer Wye
2.0
EA
1,096.84
577
1,617
$2,194
Pressure Gauge ~PI 166A - LABOR ONLY
1.0
EA
93.20
93
$93
Pressure Gauge ~PI 165A - LABOR ONLY
1.0
EA
93.20
93
$93
1 2000 316SS Thd Ball Valve
2.0
EA
146.11
108
184
$292
WAS 6" DIGL from Wet Well to WAS Pumps - SPT
6 D-205 '2' SST Adjustable Pipe Su
8.0
EA
1,125.55
1,243
7,762
$9,004
6 SST Knee Brkt Support
5.0
EA
1,153.50
932
4,835
$5,767
WAS 6" DIGL from Wet Well to WAS Pumps - VLV
6 150# AWWA Flg Plug Valve w/Lever
3.0
EA
1,065.51
1,174
2,022
$3,197
O - Reservoir
16,166
30,626
$46,792
SAMPLE 6" OWRF Reservoir
6 316 SS 150# Socket Weld Flange
3.0
EA
674.02
1,044
978
$2,022
6 316 SS Sch 10 BW 90 Ell
1.0
EA
765.81
620
146
$766
6 316 SST Bolt 1/8" Neo Gskt Kit
21.0
EA
32.47
682
$682
6 316 SST Bolt 1/8" Neo Gskt Kit ~2.5" Anchors
1.0
EA
32.47
32
$32
6 316 SST Bolt 1/8" Neo Gskt Kit
2.0
EA
32.47
65
$65
6 D-307 'SST Extended Mount Unistr
15.0
EA
402.61
1,977
4,063
$6,039
Reservoir Sample Pump ~6" Inlet
1.0
EA
4,877.22
1,384
3,494
$4,877
6 Sch 40 316L SS Pipe
1.0
LF
274.12
38
237
$274
6 Sch 40 316L SS Pipe ~Wall Pipe with Weep Ring
1.0
LF
686.19
38
649
$686
6 Sch 40 316L SS Pipe ~3 Columns of 1/2" Holes Every 5"
21.0
LF
283.98
789
5,175
$5,964
O.C.
6 Steel Pipe Wall Sleeve ~See Detail 103 pg M-7.02
8.0
EA
177.87
395
1,028
$1,423
6 VENT M-7.02 Detail 206 ~
10.0
EA
2,396.14
9,883
14,078
$23,961
O - Splitter Box Mods
6,599
16,331
$22,929
Clarifier Splitter Box Mud Valves
4 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
20.25
61
$61
6 316 SST Bolt 1/8" Neo Gskt Kit
3.0
EA
32.47
97
$97
4 Mud Valve Flg Non-Rising ~12'2" Stem Guide - Refer to
3.0
EA
3,300.28
2,237
7,664
$9,901
det M-7.04 401
6 Mud Valve Flg Non-Rising ~12'2" Stem Guide - Refer to
3.0
EA
3,581.84
2,237
8,509
$10,746
det M-7.04 401
DEMO OWRF Clarifier Splitter Box
4 Demo Mud Valve
3.0
EA
335.52
1,007
$1,007
6 Demo Mud Valve
3.0
EA
372.80
1,118
$1,118
Z - General Requirements (both plants)
335,429
70,452
277,903
$1,035,902
Project/Field Supervision
Assistant Project Manager (Dylan Hess)
12.0 WK
4,354.78
52,257
$52,257
Mech Superintendent (Jordan Woodworth)
33.0 WK
4,995.16
164,840
$164,840
Project Engineer (Patrick Hoffman)
28.0 WK
3,673.03
102,845
$102,845
General Carpentry
BIM / VDC Services
1,497.6
HR
90.00
134,784
$134,784
Engineered Support Costs
1.0
LS
12,500.00
12,500
$12,500
Job Support Items
Page 423 of 501
Estimate Detail
Chandler WRF Improvement Project GMP 2
6/21/2021
Labor
Equip
Mat
Sub
Description
Quantity
Unit Price
Total
Total
Total
Total
Total
Double Wide Trailers (Ocotillo)
5.5
MO
1,441.00
7,926
$7,926
Tool Trailer
12.0
MO
151.78
1,821
$1,821
Storage Trailer
12.0
MO
151.78
1,821
$1,821
Motorola Radios
60.0
MO
75.00
4,500
$4,500
Water Distribution
14,717.3
MH
0.31
4,610
$4,610
Drinking Water/Cups
14,717.3
MH
0.18
2,649
$2,649
Personal Protective Gear
14,717.3
MH
1.25
18,397
$18,397
Temp Ladders/Stairs
16.0
EA
400.00
6,400
$6,400
Control Logistics
Safety Equipment
1.0
LS
7,500.00
7,500
$7,500
Safety Programs
14,717.3
MH
0.29
4,268
$4,268
Drug Testing
14,717.3
MH
0.12
1,766
$1,766
Equipment Cost
Rough Terrain Crane-65 Ton
1.0
MO
27,022.40
10,877
16,146
$27,022
Small Tools
14,717.3
MH
1.50
22,076
$22,076
Mechanical Tools
14,717.3
MH
1.50
22,076
$22,076
Forklift - Petibone 8000
5.0
MO
3,244.74
16,224
$16,224
Scissor Lift
24.0
MO
822.10
19,730
$19,730
Builders Level
16.0
MO
575.00
9,200
$9,200
Mob In and Out
1.0
LS
7,500.00
7,500
$7,500
Fuel, Oil & Parts-Equip
52,654.0
%
0.40
21,062
$21,062
Pickup Trucks Jobsite
9.0
MO
612.19
5,510
$5,510
Fuel, Oil & Parts-PU/Van/Gator
9.0
MO
500.00
4,500
$4,500
Contractor Fee @ 9%
3,912,423.4
%
0.09
$352,118
15A – Process Mechanical Total
1,086,239
70,452
2,755,732
$4,264,541
Page 424 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 15B HVAC & Plumbing
Subcontractor/Supplier Name
Status
McCarthy Building Companies
Recommended
Karber Corporation
Proposed
Pueblo Mechanical
Proposed
Patriot Mechanical AZ
Declined
Uni-Tech Mechanical
Declined
Comfort Systems USA Southwest
Declined
HACI Mechanical Contractors
Declined
Midstate Mechanical
Declined
TDIndustries
Declined
Tempe Mechanical
Declined
Page 425 of 501
Recommended
McCarthy
Karber
Pueblo Mechanical
Tempe Mechanical
Midstate
Mechanical
Martin Vierra
Aaron Miller
Jason Ochap
Julia Young
Evan Jones
(602) 903-0513
(602) 469-6541
(602) 741-5418
(480) 287-7028
(602) 470-1920
mvierra@mccarthy.com
amiller@karbercorpora
tion.com
jasono@pueblo-
mechanical.com
jquigg@tempemechani
cal.net
ejones@midstatemech
anical.com
TOTAL WORK CATEGORY PACKAGE VALUE
$737,661
$748,060
INCOMPLETE
DECLINED
DECLINED
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
N/A
Pending
No
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
Yes
Yes
5
Surety Company
Allianz-Starr
Great American
Insurance Company
XL Specialty
Insurance Company
6
Surety AM Best Rating (Must be A- or Better)
A+
A+
A+
7
AM Best Financial Size X($500M to $750M) or higher
Yes
Yes
Yes
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
9
Bond/CDI Cost
N/A
2.000%
1.550%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
Travelers
Selective Insurance
Company of America
Valley Forge
Insurance Company
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A+
A
A
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
Yes
15
Tier 1 Approved
Yes
Yes
Pending
16
Tier 2 Approved
Yes
No
No
17
Safety Items:
Yes
Yes
Yes
18
OSHA Recordable Incident Rate (Current)
.39
1.86
Pending
19
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
20
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
21
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
22
Tie-off above 6' required
Yes
Yes
Yes
23
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
24
Acknowledges Soils Report
N/A
N/A
N/A
25
Acknowledges Addenda
Yes
Yes
Yes
26
Hold Bid for 150 Days
Yes
Yes
Yes
27
Sales Tax Included
No
No
No
28
COVID-19 Market Questions
29
How has your work program been impacted by the COVID-19 situation? % of work
stopped or delayed by more than 2 weeks?
The result has been a
stoppage or delay of
less than 5% due to the
COVID-19 situation.
Minimally, 5%
No
30
Have you had any future work opportunities canceled or delayed? What % of your
future sales are projected to be impacted by COVID-19?
The total impact to our
sales will be less than
5%.
Less than 5%
No
31
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
32
Have you had any difficulty with employees not wanting to come to work because
of the risk of infection?
No
No
No
33
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15B - HVAC & Plumbing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 426 of 501
Recommended
McCarthy
Karber
Pueblo Mechanical
Tempe Mechanical
Midstate
Mechanical
Martin Vierra
Aaron Miller
Jason Ochap
Julia Young
Evan Jones
(602) 903-0513
(602) 469-6541
(602) 741-5418
(480) 287-7028
(602) 470-1920
mvierra@mccarthy.com
amiller@karbercorpora
tion.com
jasono@pueblo-
mechanical.com
jquigg@tempemechani
cal.net
ejones@midstatemech
anical.com
TOTAL WORK CATEGORY PACKAGE VALUE
$737,661
$748,060
INCOMPLETE
DECLINED
DECLINED
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15B - HVAC & Plumbing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
34
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
No
35
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
No
Yes
Yes
36
Do you have any overseas suppliers that may be impeding your supply chain?
No
No
No
37
38
Per Plans & Specifications
Yes
Yes
No
39
Division 1 as it relates to this scope of work
Yes
Yes
Yes
40
02050 - Demolitions
Yes
Yes
No
41
03600 - Grout
By WC 03A
By WC 03A
By WC 03A
42
05051 - Anchor Bolts, Toggle Bolts, and Concrete Inserts
Yes
Yes
Yes
43
099200 - Coating Systems
By WC 09D
By WC 09D
By WC 09D
44
15120 - Piping Specialties and Accessories
Yes
Yes
No
45
15146 - Plumbing Specialties
Yes
Yes
No
46
15190 - Mechanical Identification
Yes
Yes
Yes
47
15260 - Piping Insulation
Yes
Yes
No
48
15290 - Ductwork Insulation
Yes
Yes
Yes
49
15400 - Plumbing Fixtures and Equipment
Yes
Yes
No
50
15410 - Plumbing Piping
Yes
Yes
No
51
15430 - Plumbing Specialties
Yes
Yes
No
52
15440 - Plumbing Fixtures
Yes
Yes
No
53
15450 - Plumbing Equipment
Yes
Yes
No
54
15680 - Evaporative Coolers
Yes
Yes
Yes
55
15732 - Air Conditioning Units
Yes
Yes
Yes
56
15791 - Air Conditioning Unit
Yes
Yes
Yes
57
15831 - Centrifugal Exhaust Fans
Yes
Yes
Yes
58
15885 - Air Cleaning
Yes
Yes
Yes
59
15890 - Ductwork
Yes
Yes
Yes
60
15910 - Ductwork Accessories
Yes
Yes
Yes
61
15936 - Air Outlets and Inlets
Yes
Yes
Yes
62
15982 - Line Voltage Thermostat
Yes
Yes
Yes
63
15990 - Testing, Adjusting, and Balancing
Yes
Yes
Yes
Scope of Work
$670,710
$696,816
$371,066
$0
$0
64
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 15B - HVAC & Plumbing, in accordance with and
reasonably inferable from the Contract Documents, complete and without
exception unless otherwise noted below, including, but not limited to the
following:
Yes
Yes
No
65
Check to Spec completed and submitted to McCarthy
Yes
Yes
Yes
66
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
Base Bid:
Page 427 of 501
Recommended
McCarthy
Karber
Pueblo Mechanical
Tempe Mechanical
Midstate
Mechanical
Martin Vierra
Aaron Miller
Jason Ochap
Julia Young
Evan Jones
(602) 903-0513
(602) 469-6541
(602) 741-5418
(480) 287-7028
(602) 470-1920
mvierra@mccarthy.com
amiller@karbercorpora
tion.com
jasono@pueblo-
mechanical.com
jquigg@tempemechani
cal.net
ejones@midstatemech
anical.com
TOTAL WORK CATEGORY PACKAGE VALUE
$737,661
$748,060
INCOMPLETE
DECLINED
DECLINED
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15B - HVAC & Plumbing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
67
Material escalation accounted for
$61,776.00
$29,216
$65,000.00
68
AWRF Blower Building:
69
Demo of existing side mounted exhaust fans (Exclude patch back)
Yes
Yes
No
70
Furnish and install new exhaust fans - includes saw cut of wall
Yes
$1,200
$1,200
71
Test, adjust, and balancing
Yes
Yes
Yes
72
AWRF Maintenance Building:
73
Fabricate and install galvanized ductwork with inner liner insulation - excludes pre-
primed or painted ductwork
Yes
Yes
Yes
74
Furnish and install (2) evaporative cooler - excludes housekeeping pad
Yes
Yes
Yes
75
Furnish and install (1) split system AC unit with pre-insulated soft rolled ACR line -
excludes housekeeping pad
Yes
Yes
Yes
76
Furnish and install (1) packaged heat pump unit - excludes housekeeping pad
Yes
Yes
Yes
77
Furnish and install (1) ceiling mounted exhaust fans with galvanized ductwork
Yes
Yes
Yes
78
Furnish and install (36) diffusers, grilles, and registers
Yes
Yes
Yes
79
Furnish and install (1) louvers
Yes
Yes
Yes
80
Stand alone thermostats
Yes
Yes
Yes
81
Potable water to evaporative cooler and evaporative cooler drains
Yes
Yes
Yes
82
Install smoke detectors, furnished by WC 16A
Yes
Yes
Yes
83
Excludes fabricated structural supports
Yes
Yes
Yes
84
Test, adjust, and balancing
Yes
Yes
Yes
85
BIM
Yes
Yes
No
86
Underground and above ground sanitary piping
Yes
Yes
No
87
Underground and above ground domestic water systems
Yes
Yes
No
88
Air compressors and associated piping
Yes
Yes
No
89
Furnish and install (1) air compressor
Yes
Yes
No
90
Furnish and install pressure reducing valves
Yes
Yes
No
91
Furnish and install (1) water heater
Yes
Yes
No
92
Furnish and install (1) circulation pump
Yes
Yes
No
93
Furnish and install (1) expansion tank
Yes
Yes
No
94
Furnish and install (1) sand/oil separators
Yes
Yes
No
95
Furnish and install (1) electric drinking fountain
Yes
Yes
No
96
Furnish and install (1) ice maker
Yes
Yes
No
97
Furnish and install (2) lavatories
Yes
Yes
No
98
Furnish and install (1) sink
Yes
Yes
No
99
Furnish and install (1) mop sink
Yes
Yes
No
100 Furnish and install (2) water closets
Yes
Yes
No
101 Furnish and install (2) shower heads and valves
Yes
Yes
No
102 Furnish and install (2) shower drains
Yes
Yes
No
103 Furnish and install (4) hose bibbs
Yes
Yes
No
104 Furnish and install (4) hose reels
Yes
$2,285
No
105 Furnish and install compressed air couplings
Yes
Yes
No
106 Furnish and install 28 LF of trench drain with trap guard
Yes
Yes
No
107 Furnish and Install (3) Floor drains
Yes
Yes
No
108 Furnish and install (3) floor sinks
Yes
Yes
No
Page 428 of 501
Recommended
McCarthy
Karber
Pueblo Mechanical
Tempe Mechanical
Midstate
Mechanical
Martin Vierra
Aaron Miller
Jason Ochap
Julia Young
Evan Jones
(602) 903-0513
(602) 469-6541
(602) 741-5418
(480) 287-7028
(602) 470-1920
mvierra@mccarthy.com
amiller@karbercorpora
tion.com
jasono@pueblo-
mechanical.com
jquigg@tempemechani
cal.net
ejones@midstatemech
anical.com
TOTAL WORK CATEGORY PACKAGE VALUE
$737,661
$748,060
INCOMPLETE
DECLINED
DECLINED
Project Name: Chandler WRF Improvements
Project No. WW1901.401
15B - HVAC & Plumbing
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
109
Furnish and install (11) wall cleanouts
Yes
Yes
No
110 Furnish and install (5) surface and floor cleanouts
Yes
Yes
No
111 Furnish and install (2) reducing back flow preventers
Yes
Yes
No
112 Insulating hot water piping only
Yes
Yes
No
113 Furnish and install (2) air filters
Yes
Yes
No
114 Furnish and install (2) air regulators and pressure gauges
Yes
Yes
No
115 Furnish and install (4) plumbing shut off valves and panels
$500
$500
$500
116 Excludes roof drains
Yes
Yes
Yes
117 Excludes welding booth and welding booth piping
Yes
Yes
Yes
118 Provide all anchors and epoxy required for the installation of the equipment
Yes
Yes
Yes
119 O&M's per specification section 01730
Yes
Yes
Yes
120 Spare Parts per the Specifications
$1,175
Yes
Yes
121 Testing days/trips included:
Yes
Yes
Yes
122 Startup days/trips included:
Yes
Yes
Yes
123 Additional Warranty per Spec
$3,500
$3,375
Yes
124 COVID-19 Scope Items
125 Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
126 Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
127
All personnel onsite must maintain 6'0" spacing between personnel and shall have
facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
128
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
129 All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
130 Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
131
Subcontractors with onsite trailers must sanitize trailer interior high contact areas
and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the AHJ.
Yes
N/A
N/A
132 Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
No
133 Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
134
135 End of Scope
136 Bond/CDI Cost
$0
$14,668
$6,785
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$737,661
$748,060
$444,551
$0
$0
Page 429 of 501
6225 N 24th Street, Suite 200 Phoenix, AZ 85016 (480) 449-4700 www.mccarthy.com
Arizona Contractors License Nos. 080911-004, 080910-003; Nevada Contractors License Nos. 006125, 0011780; New Mexico Contractors License no. 019326
Ari Conditioning & Refrigeration License No. 138400; Plumbing License No. 251222
Date: 4/7/2021
To: McCarthy Building Companies, Inc
Attn: Austin Hancock
Re: City of Chandler - WRF Improvements
We are pleased to submit a proposal on the above referenced project. Our prices are valid for 30 days unless written
approval is obtained from McCarthy Building Company prior to expiration. This proposal contains the following
items and is assumed the HVAC and Plumbing design to follow the Agency Review Drawings and Specifications dated
March 2021.
Scope: Mechanical: Maintenance Building
Fabricate and install all Ductwork per SMACNA Standards with inner liner insulation
▪
Galvanized Ductwork
▪
Excludes pre-primed or Paintlock ductwork
Furnish and install (2) Evaporative Cooler (Approx. 84,000 CFM)
o
Single Wall Painted Galvanized Construction & Stainless Steel Wet Section Components
o
Excludes housekeeping pad
Furnish and install (1) Split System Air Conditioning Unit (Approx. 790 CFM)
o
Furnish and install pre-insulated soft rolled ACR line set
o
Excludes housekeeping pad
Furnish and install (1) Packaged Heat Pump Unit (Approx. 2400 CFM)
o
Excludes housekeeping pad
Furnish and install (1) Ceiling Mounted Exhaust Fans (Approx. 500 CFM)
o
Ductwork to be Galvanized
Furnish and install (Approx. 36) Diffusers, Grilles & Registers
Furnish and install (Approx. 1) Louvers
Controls to be stand-alone thermostats (excludes integration to BAS controls and SCATA)
Potable Water to Evaporative cooler to be Copper Type L pipe and wrought copper fittings
Evaporative Cooler drains to be Copper Type M pipe and wrought copper fittings
o
Drain to grade
Excludes furnishing smoke detectors and wiring of smoke detectors
Excludes fabricated structural supports
Test, Adjusting, and Balancing
BIM
Daily clean-up
Mechanical Maintenance Building: $ 409,143
Add 15% material & equipment escalation
$ 44,865
Scope: Mechanical: Sludge Holding
Fabricate and install all Ductwork per SMACNA Standards with inner liner insulation
▪
Aluminum Ductwork
▪
Excludes pre-primed or Paintlock ductwork
Furnish and install (1) Evaporative Cooler (Approx. 17,000 CFM)
o
Single Wall Painted Galvanized Construction & Stainless Steel Wet Section Components
o
Excludes housekeeping pad
Furnish and install (1) Split System Air Conditioning Unit (Approx. 790 CFM)
o
Furnish and install pre-insulated soft rolled ACR line set
o
Excludes housekeeping pad
Furnish and install (1) Air Conditioning Unit (Approx. 6000 CFM)
o
Excludes housekeeping pad
Furnish and install (Approx. 12) Diffusers, Grilles & Registers
Furnish and install (Approx. 4) Louvers
Potable Water to Evaporative cooler to be Copper Type L pipe and wrought copper fittings
o
Assumes civil contractor to provide potable water no further than 5 FT from equipment
Evaporative Cooler drains to be Copper Type M pipe and wrought copper fittings
o
Drain to grade
Controls to be stand-alone thermostats (excludes integration to BAS controls and SCATA)
Excludes furnishing smoke detectors and wiring of smoke detectors
Page 430 of 501
6225 N 24th Street, Suite 200 Phoenix, AZ 85016 (480) 449-4700 www.mccarthy.com
Arizona Contractors License Nos. 080911-004, 080910-003; Nevada Contractors License Nos. 006125, 0011780; New Mexico Contractors License no. 019326
Ari Conditioning & Refrigeration License No. 138400; Plumbing License No. 251222
Excludes Concrete Encasement of all Pipe Systems
Excludes fabricated structural supports
Test, Adjusting, and Balancing
BIM
Daily clean-up
Mechanical Sludge Holding: $ 185,137
Add 15% material & equipment escalation
$ 18,846
Scope: Mechanical: Blower Building
Make-safe and demo of existing (5) Side Mounted Exhaust Fans
o
Excludes patch back of existing openings
Furnish and install (5) Wall Mounted Exhaust Fans (Approx. (2) 5000 CFM, (2) 5,250 CFM, & (1) 6200 CFM)
o
Saw Cut of Wall
Controls to be stand-alone thermostats (excludes integration to BAS controls and SCATA)
Test, Adjusting, and Balancing
Daily clean-up
Mechanical Blower Building: $ 53,414
Add 15% material & equipment escalation
$ 2,851
Mechanical Equipment Clarifications:
Includes Spare Parts per Specification
Includes (1) Startup Assistance Visit and (1) Training Visit per Equipment Manufacturer
Includes a five year parts and one year labor warranty for the Air Conditioning Unit compressor, refrigerant system and
coils. With the exception of those components, we are including one year of warranty for all work, material and
equipment.
Scope: Plumbing: Maintenance Building
Underground Sanitary to be Sch 40 PVC pipe and fittings
Aboveground Sanitary to be Sch 40 PVC pipe and fittings
Underground Domestic Water system to be Copper Type “K” pipe and wrought copper fittings
Aboveground Domestic Water system to be Copper Type “L” pipe and wrought copper fittings
o
Domestic Hot Water to be insulated with 1” mineral-fiber insulation
Compressed Air to be Copper Type “L” pipe and wrought copper fittings
Domestic Water to Evaporative cooler to be Copper Type L pipe and wrought copper fittings
Evaporative Cooler drains to be Copper Type M pipe and wrought copper fittings
o
Drain to grade
Condensate drains to be Copper Type M pipe and wrought copper fittings
o
Drain to grade
Commercial Grade Equipment
o
Furnish and install (1) Air Compressor
o
Furnish and install (1) Air Dryer
o
Furnish and install (2) Pressure Reducing Valves
o
Furnish and install (1) Water Heater
o
Furnish and install (1) Circulation Pump
o
Furnish and install (1) Expansion Tank
o
Furnish and install (1) Sand/Oil Separator
Commercial Grade Plumbing Fixture
o
Furnish and install (1) Electric Drinking Fountain
o
Furnish and install (1) Ice Maker
o
Furnish and install (2) Lavatories
o
Furnish and install (1) Sink
o
Furnish and install (1) Mop Sink
o
Furnish and Install (2) Water Closets
o
Furnish and install (2) Shower Heads and Valves
o
Furnish and install (2) Shower Drains
o
Furnish and install (4) Hose Bibbs
o
Furnish and install (4) Hose Reels
o
Furnish and install (1) Compressed Air Quick Coupling
o
Furnish and install (28 LF) of Trench Drain
▪
Floor Drains and Sinks provided with Trap Guard
o
Furnish and install (3) Floor Drains
o
Furnish and install (3) Floor Sink
Daily clean-up
Page 431 of 501
6225 N 24th Street, Suite 200 Phoenix, AZ 85016 (480) 449-4700 www.mccarthy.com
Arizona Contractors License Nos. 080911-004, 080910-003; Nevada Contractors License Nos. 006125, 0011780; New Mexico Contractors License no. 019326
Ari Conditioning & Refrigeration License No. 138400; Plumbing License No. 251222
Excludes Concrete Encasement of all Pipe Systems
Excludes Welding Booth and Welding Booth Piping
Excludes Roof Drains
Plumbing Maintenance Building: $ 208,153
Add 15% material & equipment escalation
$14,060
Exclusions: Taxes, escalation costs, development fees, engineering, permits, bond, Davis-Bacon wages, 6 day work
week & over-time, Storm Drain System, Grease Waste System, Medical Gas System, Medical Vacuum System, Medical
Air System, roof patch, wall patch, concrete x-ray, concrete pour back & patch, electrical wiring, hard dig,
import/export of backfill materials, temporary water, waterproofing, firestop, restroom accessories, kitchen
equipment including hood, painting, fire protection, LEED accreditation, splash blocks, T-Rating, heat tracing wire,
temporary jobsite trailer hook-up, r/o system, site water meter and backflow preventer, piping beyond 5’ out from
building.
Please call if you have any questions.
Respectfully,
Tyler Cordon
MEP Estimator
Page 432 of 501
Chandler WRF Improvements Project
GMP 2 Work Category Solicited Subcontractors Summary
Work Category: 16A Electrical, Instrumentation, and Controls
Subcontractor/Supplier Name
Status
Ludvik Electric
Recommended
Wilson Electric
Proposed
Sturgeon Electric
Proposed
Page 433 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
MCCARTHY SUBCONTRACT & FRONT END TERMS
1
Compliant with McCarthy Front Ends
Yes
Yes
Yes
2
Bid Submitted on McCarthy Bid Form
Yes
Yes
Yes
3
Bid Bond Included with Bid (if over $250k Sub/$500k Supplier)
Yes
Yes
Yes
4
Current Bank Reference Letter that shows Subcontractor or Vendor is in good
standing.
Yes
Yes
Yes
5
Surety Company
Hartford Fire
Insurance Agency
Hartford Accident
and Indemnity
Company
Liberty Mutual
Insurance Company
6
Surety AM Best Rating (Must be A- or Better)
A+
A+
A
7
AM Best Financial Size X($500M to $750M) or higher
XV $2B +
XV $2B +
XV $2B +
8
Anticipated contract amount is less than the Federal UW Limit as listed on the
Treasury Listing
Yes
Yes
Yes
9
Bond/CDI Cost
0.800%
1.000%
0.650%
10
Included Insurance Requirements (Per Matrix)
Yes
Yes
Yes
11
GL Insurance Company Name
The Phoenix
Insurance Company
Arch Insurance
Company
Zurich
12
GL Insurance Carrier AM Best Rating (Must be A- or Better)
A++
A+
A+
13
PRL Insurance (If required by the Front Ends)
Yes
Yes
Yes
14
Pollution Insurance (If required by the Front Ends)
Yes
Yes
Yes
15
Tier 1 Approved
In review
Approved
In review
16
Tier 2 Approved
In review
In review w/ risk
In review
17
Agrees with McCarthy Subcontract Agreement Terms
No - Markups
Wilson Reviewing
No - Markups
18
Safety Items:
Yes
Yes
Yes
19
OSHA Recordable Incident Rate (Current)
.27
.99
0
20
Agrees to comply with PPE requirements including 100% glove policy
Yes
Yes
Yes
21
Acknowledges updated ladder policy (platform ladders)
Yes
Yes
Yes
22
Task Hazard Analysis included for all tasks
Yes
Yes
Yes
23
Tie-off above 6' required
Yes
Yes
Yes
24
Includes Hoisting for Sub's Own Work Scope
Yes
Yes
Yes
25
Acknowledges Soils Report
Yes
Yes
Yes
26
Acknowledges Addenda
Yes
Yes
Yes
27
Hold Bid for 150 Days
Yes
Yes
2wks - Exp 4/23
28
Pricing good for the duration of the project
Yes
Yes
Labor yes, Matl. No
29
Sales Tax Included
Gross Receipts
Gross Receipts
Gross Receipts
30
COVID-19 Market Questions
31
How has your work program been impacted by the COVID-19 situation? % of
work stopped or delayed by more than 2 weeks?
No
No
No
32
Have you had any future work opportunities canceled or delayed? What % of
your future sales are projected to be impacted by COVID-19?
No
No
No
33
Are you suffering productivity loss that is impacting the ability to complete work
on time?
No
No
No
34
Have you had any difficulty with employees not wanting to come to work because
of the risk of infection?
Yes - office.
Resolved now.
No
No
35
Have you experienced any unusual voluntary turnover as a result of COVID-19?
No
No
No
36
Have you had to furlough or make a reduction in staff or go to a reduced
workweek as a result of COVID-19 market conditions?
No
No
Yes, furlough some
training dept.
37
Have you experienced and/or do you anticipate any issues with existing suppliers
or vendors?
Not COVID related
No
Yes - Siemens.
Should be overcome
now
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
Page 434 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
38
Do you have any overseas suppliers that may be impeding your supply chain?
No
Yes - Some gear and
PVC Coated Conduit
items & resin
No
39
40
Per Plans & Specifications as follows:
Yes
Yes
Yes
41
Division 1 as it relates to this scope of work
Yes
Yes
Yes
42
03600 - Grout - as it applies to this scope of work
By WC 03A
By WC 03A
By WC 03A
43
05051 - Anchor bolts, toggle bolts, and concrete inserts as applies to scope
Yes
Yes
Yes
44
07840 - Firestopping - as it applies to this scope of work
Yes
Yes
Yes
45
07900 - Joint Sealers - as it applies to this scope of work
Yes
Yes
Yes
46
13110 - Cathodic Protection System - as it applies to this scope of work
Yes
Yes
Yes
47
13128 - Electric Operator - as it applies to this scope of work
Yes
Yes
Yes
48
13447 - Electric Motor Actuators - as it applies to this scope of work
Yes
Yes
Yes
49
Division 16
Yes
Yes
Yes
50
Division 17
Yes
Yes
Yes
Scope of Work
$4,900,600
$6,922,040
$8,062,243
$0
$0
51
Provide all labor, materials, tools, equipment and appurtenances as required to
perform the Work Category 16A Electrical, Instrumentation and Controls, in
accordance with and reasonably inferable from the Contract Documents,
complete and without exception unless otherwise noted below, including, but not
limited to the following:
Yes
Yes
Yes
52
Check to Spec completed and submitted to McCarthy with all submittals
Yes
Yes
Yes
53
1 year warranty from Final Acceptance (Aug 2023)
Yes
Yes
Yes
54
Temporary electrical connections for trailers and site power as defined in the
front ends, line item 44.
Yes
Yes
Yes
55
De-energize, make safe and demolish electrical items to allow for structural
demolition.
Yes
Yes
Yes
56
Relocation, and demolition of electrical and controls items as defined in the
contract documents. Take care not to damage items in the demolition process
and turn over items as outlined in the contract documents.
Yes
Yes
Yes
57
De-term, removal and reinstallation of light poles at AWRF Filters and OWRF SHT
Structure. Concrete bases will be by WC03A
$28,700
Yes
Yes
58
De-term, new conductors and conduit for Airport filter deck light poles
$12,100
Yes
Yes
59
Temporary electrical and controls as required to maintain a fully operational,
automated system. Inclusive of, but not limited to the AWRF MCC-AER feeders,
OWRF Anoxic, OWRF Blower MCC and OWRF Reservoir Ductbank Relocation.
Yes - to the extent
shown in the CD's
Yes
Yes
60
Includes MCC gutter/side car boxes for AWRF MCC-AER to accomplish bottom
entry to the mains and maintain UL listing.
Yes - directly into
MCC, not a
dedicated
gutter/box
Yes
Yes
61
Includes crews and overtime cost to perform the OWRF Anoxic/Blower
MCC/Clarifier MOPO work during the 2/1/22 - 3/31/22 window.
$50,000
Yes
Yes
62
Electrical Gear Vendor
Eaton
Eaton
Eaton
63
Blower Building MCC-449-001/002 Replacement Cost
$252,862
Incl.
Incl.
64
Blower Building MCC-449-001/002 Cost from 45-150 days
$62,625
Incl.
Incl.
65
Temp Blower Building MCC Cost
-$375,200
N/A
-$225,000
66
Lock out tag out (LOTO) Safety Program
Yes
Yes
Yes
67
Development and approval of Electrical MOPO plans prior to any MOPO work
proceeding.
Yes
Yes
Yes
68
Any extended warranties as required by the individual Contract Documents or
provided by manufacturers are to be included.
Yes
Yes
Yes
Base Bid:
Page 435 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
69
Shop drawings, duct bank lay drawings, and all other required submittal packages
associated with the scope of work.
Yes
Yes
Yes
70
BIM/VDC coordination files/models/documents and coordinate location of all
equipment/materials with other trades, including below grade and in-slab
conduits/duct banks. ALL electrical work regardless of size shall be modeled.
Yes
Yes
Yes
71
All material handling and hoisting for scope of work including unloading,
organizing, storage, transport of equipment/materials from staging area to place
of installation.
Yes
Yes
Yes
72
Perform preventative maintenance of all electrical equipment including
equipment provided by others. Submit maintenance reports on a weekly basis, as
applicable.
Yes
Yes
Yes
73
All sleeves, core drilling, saw cutting, asphalt cutting, link seal, and fire caulking
related to scope of work. All existing surfaces will require restoration to original
condition including paving, painting, etc.
Yes
Yes
Yes
74
All grouting & dry packing associated with electrical and controls installation.
By WC 03A
By WC 03A
By WC 03A
75
All supports, hardware, etc. required as specified to mount the electrical/control
equipment being provided and provided with other work packages.
Yes
Yes
Yes
76
Comply with requirements of Hazardous Classifications as required and
outlined in Contract Documents.
Yes
Yes
Yes
77
Furnish new seal off's for all conduits in hazardous areas. Reference E-3.37 Note
4.
Yes
Yes
Yes
78
All required excavation, backfill, compaction to sub grade, and asphalt as
necessary for the ductbank installation.
Yes
Yes
$53,000
79
Integrally colored concrete for ductbanks (mixed at batch plant).
Yes
Yes
Yes
80
Ductbank reinforcement as defined in the contract documents.
Yes
Yes
Yes
81
Electrical manhole/pull boxes, and grounding; additional manholes/ hand holes
for a code compliant system.
Yes
Yes
Yes
82
Mandreling of conduits including maintaining a log.
Yes
Yes
Yes
83
Trench plating of open trenches for roadways associated with scope of work.
Yes
Yes
Yes
84
Spare conduits and future conduits are included with mule tape and any other
requirements.
Yes
Yes
Yes
85
Complete conduit routing including but not limited to switchgear, motor control
centers, variable frequency drives, panel boards, disconnects, and local
emergency stops. Coordinate top vs. bottom entry to maintain UL listing.
Yes
Yes
Yes
86
Complete all conduit routing to all mechanical equipment and control equipment
as required.
Yes
Yes
Yes
87
HVAC Wiring
Yes
Yes
Yes
88
HVAC Controls Wiring
By WC 15B
By WC 15B
By WC 15B
89
Receive, store, and install all Vendor provided panels, equipment, instruments,
etc.
Yes
Yes
Yes
90
Panel Vendor (Name of Company)
Vertech
RDC/Alliance/Prime
Keller
91
I&C Sub (If different from above)
Vertech
RDC/Alliance/Prime
Keller
92
Programmer (If different from above)
Vertech
RDC/Alliance/Prime
Keller
93
Install, anchor, and test all Switchgear, Transformers, Motor Control Centers,
VFD’s, Disconnects, Panel Boards, PLC Cabinets, RIO Cabinets, Control Panels that
are not skid mounted.
Yes
Yes
Yes
94
Local Emergency Stops as required.
Yes
Yes
Yes
95
Includes lighting package
Yes
Yes
Yes
96
All deflection and expansion fittings as required.
Yes
Yes
Yes
Page 436 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
97
Classified area seal off’s:
I. A detailed conduit seal-off plan identifying all seal-off locations shall be
submitted to CMAR prior to installation of conduits.
ii. A mock up of a seal off shall be completed, reviewed and approved by
AHJ, CMAR, and Owner/Engineer prior to installing any seal-off’s.
Mock up shall demonstrate:
iii. Conduit entry/exit through a concrete slab and masonry wall with seal-off
being the first fitting.
iv. Seal-off shall be 40% fill rated – wire fill must not exceed rating of seal-off.
v. Seal-off shall be rated for the orientation it will be installed (horizontal or
vertical).
vi. Seal-off shall have conductor installed and separated to ensure full
encasement by Chico sealing compound. If utilizing multiconductor
cable that is not rated for classified spaces, outer jacked shall be
stripped off at the seal-off location and wires separated to ensure full
encasement by sealing compound.
vii. Packing of seal-off.
viii. Pouring of seal-off.
Yes
Yes
Yes
98
Prior to pouring any seal-off, submit an inspection request to AHJ, CMAR and
Owner/Engineer
Yes
Yes
Yes
99
Includes 480V field disconnects for all MOV's/Actuators per RFI #23 response.
Yes
Yes
Yes
100
Includes new conduits/ductbank from Blower Building to Secondary Clarifiers per
RFI #49 response.
Yes
Yes
Yes
101
Includes conduits/ductbank via EHH-10 at the OWRF filters per RFI #50 response.
Yes
Yes
Yes
102
Acknowledges existing SHT MCC-610-001/002 breaker sizing per RFI # 51
response (500AT/600AF in lieu of 600AT/800AF).
Yes
Yes
Yes
103
Lightning protection system with master label per RFI #55 response (SHT and SHT
Blower Building).
Yes
Yes
Yes
104
Per RFI #56 response, is OCAL or RobRoy being provided? Acknowledges that
same manufacturers products will be used exclusively and not mixed and
matched.
OCAL
OCAL
Yes - Not sure on
which will be chosen
105
Coordination with process piping, & mechanical equipment vendors, for a
completely integrated electrical and instrumentation system.
Yes
Yes
Yes
106
All electrical/instrumentation racks.
Yes
Yes
Yes
107
Termination of all electrical equipment and instrumentation.
Yes
Yes
Yes
108
Layout of electrical equipment, control panels, and PLC’s equipment pads. Pads
will be formed and poured by others.
Yes
Yes
Yes
109
Temporarily tag all control wiring at final destination.
Yes
Yes
Yes
110
Equipment tags, and signage as required.
Yes
Yes
Yes
111
Obtain all permits necessary for performance and completion of the work.
Yes
Yes
Yes
112
Develop conductor and conduit schedule. Coordinate with I&C contractor to
ensure proper quantity of conductors are installed.
Yes
Yes
Yes
113
On-site supervision for all concrete pours, including off hour pours if applicable.
Yes
Yes
yes
114
Temporary warning and instructional signage as required.
Yes
Yes
Yes
115
Temporary panel schedules will be installed and updated during the project.
Yes
Yes
Yes
116
Infrared Panel Scanning of Panelboards per Spec 16470 3.4D
$4,800
Yes
Yes
117
Fire Alarm Scope of work as defined in the contract documents, including
coordination of inspections and AHJ permit approval.
Yes
Yes
Yes
118
Furnish and install sunscreens for as required for this work category.
Yes
Yes
Yes
119
All field instruments and devices.
Yes
Yes
Yes
120
DCS system per spec 17451, including upgrades to the Distributed Control System
to integrate the new AWRF disc filters to the existing SCADA System.
$489,340
Yes
$190,000
121
SCADA System Programming
Yes
Yes
Yes
Page 437 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
122
Includes all new PLC cabinets as defined in the contract documents. Coordinate
component spacing with manufacturers recommendations for overall cabinet
sizing, including 10% spare space. Coordinate cabinet sizing with room size,
layout and door ways.
Yes
Yes
Yes
123
Includes new ethernet cabinets, ethernet cables, terminations, switches and fiber
converters.
Yes
Yes
Yes
124
Project Start Up - Electrical Subcontractor will designate a startup person whose
sole responsibility will be to work with McCarthy startup team during all phases of
startup. This person will have the authority to direct the Electrical
Subcontractor’s field personnel to assist in any portion of the startup process.
This will be for the entire phase of the startup schedule. This will include
submission of startup plans and test and source data.
Yes
Yes
Yes
125
Coordination of loop verification during startup process.
Yes
Yes
Yes
126
Continuity testing of all conductors and cabling as required. Includes Megger
testing of all power conductors #12 AWG and larger. Create, update, and submit
updates in a log to CMAR.
Yes
Yes
Yes
127
NETA testing as defined in spec 16920 - 3.1.
Yes
Yes
Yes
128
Electrical contractor will coordinate all AHJ inspections with McCarthy.
Yes
Yes
Yes
129
Complete point to point checkout of all power, control, analog, discrete wiring
and submission reports to McCarthy startup team prior to any startup of
equipment or systems. Third Party Grounding verification will be submitted to
McCarthy prior to energize of any electrical equipment.
Yes
Yes
Yes
130
All Equipment grounding/bonding including dedicated ground conductor per
conduit in accordance with spec 16170.
Yes
Yes
Yes
131
All breakers to be tested prior to commissioning - per spec.
Yes
Yes
Yes
132
Required testing power source.
Yes
Yes
Yes
133
Pre-testing of all instruments and equipment prior to any formal Owner/Engineer
witnessed testing.
Yes
Yes
Yes
134
Develop and maintain instrument calibration log and provide to McCarthy as
requested.
Yes
Yes
Yes
135
Develop and continually update master I/O list. Initial I/O list to be submitted
within 30 days of contract execution.
Yes
Yes
Yes
136
I/O testing plan including a completed end to end test (CEET) plan.
Yes
Yes
Yes
137
Factory Acceptance Testing (FAT) as required.
Yes
Yes
Yes
138
Spare parts and tools.
Yes
Yes
Yes
139
Maintain as-builts for the EIC scopes of work in the project electronic planroom.
Yes
Yes
Yes
140
Short Circuit, Coordination Study, and Arc Flash Hazard Report per spec 16951.
Includes set up of new breakers and devices per the study and existing breakers
that may be modified or have load added to them as a result of this project. This
also includes programming and testing of MV protective relays.
Yes
Yes
Yes
141
Provide lifting lugs for proper installation
Yes
Yes
Yes
142
Provide structural and anchorage calculation sealed by a registered structural
engineer in the state of Arizona as it applies to this scope of work.
Yes
Yes
Yes
143
Provide all anchors and epoxy required for the installation of the equipment
Yes
Yes
Yes
144
City of Chandler approved panel vendor - reference RFI #85 response
Yes
Yes
Yes
145
Temporary protection & enclosure
Yes
Yes
Yes
146
Preventative maintenance
Yes
Yes
Yes
147
O&M's per specification section 01781
Yes
Yes
Yes
148
Training per specification 01821
Yes
Yes
Yes
149
Spare Parts per the Specifications
Yes
Yes
Yes
150
Manufactures Services
Yes
Yes
Yes
151
Performance testing: Per Spec
Yes
Yes
Yes
152
Additional Warranty per Spec
Yes
Yes
Yes
153
EIC Supervision and Support
$200,000
N/A
N/A
154
EIC Work Category Support
$30,000
$30,000
$30,000
Page 438 of 501
Recommended
Ludvik Electric
Wilson Electric
Sturgeon Electric
Kelvin Ng
Tim Hunt
Jack Park
602-777-5023
602-910-9406
602-819-9110
KNg@Ludvik.com
Thunt@WilsonElectri
c.net
JPark@MYRGroup.c
om
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
Project Name: Chandler WRF Improvements
Project No. WW1901.401
16A - Electrical, Instrumentation & Controls
COMPANY INFORMATION
Work Category:
GMP Date:
5/4/2021 Rev 6/21/2021
155
OWRF Filter Ductbank WCS - North Side of filters have light poles, receptacles,
flow meter, and feeders for filter #4.
$20,000
$20,000
$20,000
156
AWRF Filter Ductbank WCS - South side of filters 1-8 has two j-boxes with
twisted/shielded pairs and 277/480v feeders that likely go to the deck mounted
panelboards. The ductbank that feeds the j-boxes and panels needs to be
relocated to allow for the 12" BWW line to be installed.
$20,000
$20,000
$20,000
157
Travel to Gear Manufacturer WCS - Two trips to Eaton factories in North Carolina
and Vermont to check on MCC/Elect. Gear fabrication. Ensures we are on track
for the 2 month MOPO window at OWRF.
$7,500
$7,500
$7,500
158
Electrical Material Escalation
$100,000
Incl.
N/A
159
MCC-TH2 Temporary Provisions
$50,000
Incl.
Incl.
160
GMP 1 Early Demo
-$21,215
-$21,215
-$21,215
161
GMP 1 Early Submittals
-$50,000
-$50,000
-$50,000
162
COVID-19 Scope Items
163
Proposal includes CDC, Federal, State and Local OSHA guidelines for COVID-19.
Yes
Yes
Yes
164
Your proposal shall include all productivity, schedule, and other impacts to cost
and schedule.
Yes
Yes
Yes
165
All personnel onsite must maintain 6'0" spacing between personnel and shall
have facemasks on at all times that align with CDC, Federal, State or Local OSHA
guidelines for COVID-19.
Yes
Yes
Yes
166
Work activities that require personnel to be closer than 6'0" must have a plan
presented and approved by McCarthy before work activity commences. Work
activities within 6'0" shall also include the appropriate masks and PPE while
performing the work.
Yes
Yes
Yes
167
All tools and equipment used must be sanitized each day.
Yes
Yes
Yes
168
Personnel must comply with all hand washing and sanitizing requirements set by
McCarthy.
Yes
Yes
Yes
169
Subcontractors with onsite trailers must sanitize trailer interior high contact areas
and restroom facilities daily. Subcontractors must have a plan approved by
McCarthy to maintain 6' social distancing within the trailer as required by the AHJ.
Yes
Yes
Yes
170
Personnel are not allowed to carpool to the site or while onsite.
Yes
Yes
Yes
171
Any personnel reporting symptoms must be immediately reported to McCarthy
and follow the appropriate testing and quarantine protocols.
Yes
Yes
Yes
172
173
End of Scope
174
Bond/CDI Cost
$46,257
$69,283
$52,562
$0
$0
TOTAL WORK CATEGORY PACKAGE VALUE
$5,828,369
$6,997,608
$8,139,090
$0
$0
Page 439 of 501
Page 440 of 501
Page 441 of 501
Page 442 of 501
Page 443 of 501
Page 444 of 501
Page 445 of 501
Page 446 of 501
Page 447 of 501
1
Jones, Michael
From:
Kelvin Ng <KNg@ludvik.com>
Sent:
Monday, April 19, 2021 6:00 PM
To:
Perpich, Ben
Subject:
2274 Chandler WRF Improvements - LE clarifications to 4/14/2021 McCarthy Scope
Review questions (with Foxboro)
Ben,
In follow-up to the items discussed during the 4/14/2021 scope review meeting with McCarthy and Ludvik, please see
below for our clarifications on the items of concern:
Item 57 OWRF SHT relocated light poles –
Drawing D-3.01 Keyed Notes 3 and 4 states to relocate (3) light poles and electrical conduit (assumed to be the
power conduit for these light poles) and see electrical sheets for details. The electrical drawings however do not
show any work related to these light fixtures. Based on the assumption that these (3) fixtures will be relocated
within the same general area (perimeter of the new sludge holding facility) ADD $28,700.00 to our proposal for
Ludvik to relocate these fixtures, including rerouting of the underground fixture power circuit. Concrete pole
bases are to be provided by others.
Item 58 AWRF FILTER deck light fixtures –
Electrical drawings and Demo drawings D-1.14 through D-1.17 for the AWRF Filter deck did not indicate the
removal of any of the existing lights. Per discussion with McCarthy, it is our understanding that the fixture along
the walls between the filter basins (8 stanchion fixtures) will need to be removed to facilitate basin modification
and then re-installed and re-fed. ADD $12,100.00 for Ludvik to R&R these fixtures and re-feed from existing
circuits.
Item 76 OWRF RAS/WAS seal offs per E-3.37 Note 4 –
Ludvik has included a seal-off for conduit C449-150 for the level sensor within the RAS/WAS wetwell required by
drawing E-3.37 Note 4.
Item 79 GENERAL ductbank reinforcement –
Section 16137-3.1.I identifies general requirements for ductbank reinforcement with the condition, “Unless
otherwise shown on the drawings…”. As drawing Details 101, 105, and 106 on E-701 ductank do not show
reinforcement, none are included for “typical” ductbanks. McCarthy Front Ends Work, Category 16A item 4.t.
however specifies for rebar to be placed under traffic areas. As such, Ludvik included rebar reinforcement for
ductbanks identified to be per Detail 106 (ductbanks under pavement).
Item 115 GENERAL infrared scanning of panelboards –
McCarthy Front Ends item 77 stated “Infrared testing may be provided to Subcontractor for inspection of
various components of the Subcontractor’s work as listed below.” and as such was believed by Ludvik to convey
that infrared testing, if required would be provided by others.
Please ADD $4,800.00 to our bid for Ludvik to provide the Section 16470-3.4D infrared testing on panelboards
that are either new or modified by Ludvik in this project, no other infrared testing is included.
Item 119 & 120 GENERAL upgrades to Foxboro DCS systems and SCADA system programming –
ADDER for Ludvik to provide the hardware equipment and programming by Vertech to incorporate the changes
indicated in the project design documents, includes the necessary hardware and programming of the Foxboro
and Modicon equipment. Ludvik submits this adder in compliance with the design documents and with the
McCarthy has carried $28,700 in the scope sheet for escalation.
McCarthy has carried $12,100 in the scope sheet for escalation.
McCarthy has carried $4,800 in the scope sheet for escalation.
Page 448 of 501
2
necessary approved vendors - $489,340.00. This price is based on the Owner providing access to their Foxboro
Developer software and terminals at both the AWRF and OWRF locations
Item 141 GENERAL structural and anchorage calculation –
For clarification, Ludvik has included structural calculation for the light poles as required by detail 501 on
drawing E-7.03. No other structural or anchorage calculations was identified to be required or have been
included by Ludvik.
NOTE: Please ADD 8/10 of 1% to amounts listed above for bond, if required.
BTW – There appears to be a discrepancy in the amount that is listed as Ludvik’s overall base bid on the McCarthy
checklist. The checklist lists an amount of $5,192,667 which was to be inclusive of the “Base Bid” amount listed on our
4/9/2021 proposal and the cost for MCC-449-001/002 which was provided in a separate proposal. Where the
discrepancy lies is that the $4,939,805.00 amount included Bond, whereas the $252,862.00 amount for MCC-449-
001/002 is “plus bond”. If both items are contracted together our bond adder for the MCC would be .8% which would
make our total base bid amount $5,194,690.00 ($4,939,805. + $254,885.)
Please let me know if additional clarification is required on any of these items.
Thanks,
Kelvin Ng
Estimator
Ludvik Electric Co
Main (602) 777-5000
Direct (602) 777-5023
Fax (602) 258-0782
The information in this email may be confidential and/or privileged. This email is intended to be reviewed by only the individual or
organization named above. If you are not the intended recipient, you are hereby notified that any review, dissemination or copying of
this email and its attachments, if any, or the information contained herein is prohibited. If you have received this email in error, please
immediately notify the sender by return email and delete this email from your system.
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sender and know the content is safe.
McCarthy has carried $489,340 in the scope sheet for escalation.
Page 449 of 501
1
Jones, Michael
From:
Kelvin Ng <KNg@ludvik.com>
Sent:
Monday, April 26, 2021 3:56 PM
To:
Perpich, Ben
Subject:
2274 Chandler WRF Improvements - Additional information required per McCarthy 4/21
conversation
Attachments:
Resume - Dan Robb 04-23-21.pdf; Resume - Rick Taylor 04-23-21.pdf; Ludvik AZ
Current Projects.pdf; LE OWRF 2 month shut down approach.pdf
Ben,
Per McCarthy’s request for additional information, Ludvik submits the following:
1) Ludvik’s Project Manager will be Rick Taylor and Superintendent will be Dan Robb for this project. See their
Resumes attached. Note the previous Ludvik/McCarthy projects in their Resumes. The Lake Pleasant Water
Treatment Plant was $31 million electrical and the Deer Valley WTP East Basins was $19 million electrical.
2) See Ludvik AZ Current Projects .PDF attached.
3) Area break-down of material costs and labor hours –
AREA
MAT $
LBR HRS
|| AWRF AERATION
$ 11,500
170
|| AWRF BLWR DB
$ 314,300
1180
|| AWRF FILTER
$ 591,900
4920
|| AWRF MAINT BLDG
$ 390,200
2690
|| OWRF AERATION / ANOXIC
$ 579,100
4180
|| OWRF RAS/WAS PS
$ 241,700
770
|| OWRF CLAR 1&2
$ 96,500
1010
|| OWRF FILTER
$ 412,000
3580
|| OWRF MCC REPLACE
$ 353,200
3180
|| OWRF RESERVOIR
$ 166,500
1870
|| ALT AWRF FILTER #6
$ 61,600
620
|| ALT OWRF CLAR #3
$ 28,000
390
|| ALT OWRF SLUDGE AREA
$ 912,900
3000
|| ALT OWRF TEMP MCC
$ 294,000
1620
Note: Item “OWRF MCC REPLACEMENT” does not include the cost for MCC-449-001/002, which was quoted
separately.
4) Additional cost to extend quoted amount for MCC-449-001/002 –
As it was our understanding that MCC-449-001/002 would be purchased early, Ludvik quoted (LE proposal dated
4/9/2021) lowest pricing good for 45 days (longest duration the manufacturer would agree to hold their price)
to offer the Owner to best available option. Please ADD $62,675.00 to the proposal amount for Ludvik to hold
the price for 150 days from the proposal date.
5) What is Ludvik’s plan for the 2-month shut-down at OWRF? –
See LE OWRF 2-Month Shut Down Approach .PDF attached.
MCC
Page 450 of 501
2
6) How is Ludvik accounting for material escalation costs to hold pricing for the 150 days bids are good for and
through the 2-year project duration –
Ludvik’s bid is valid for acceptance and Notice to Proceed within 150 days. Ludvik is at risk for this, so additional
money was included for unavoidable escalation costs. Upon Notice to Proceed, purchase orders and
subcontracts will be issued to lock-in as much pricing as possible. With the electrical “hard-bid”, the escalation
included was minimized in the effort to win the bid. Escalation is going from bad to worse. If this had not been a
“low bid” electrical project we would have recommended that more escalation cost needed to be included. If
possible, we would request an additional 2.8% ($100,000) for material escalation be added.
7) Review of project documents for potential areas of issue –
At the request of McCarthy, we have conducted another review of our estimate in relation to the project
documents and have identify the following items that may need additional consideration:
a) Modifications to AWRF MCC-TH2 (Drawing E-1.91) – The upgrade of the Main-Tie-Main breakers in MCC-
TH2 to 100% rated units is a substantial modification, requiring approximately 2-4 days for EATON services
to complete. During this time the entirety of MCC-TH2 would be out of service. The MOPO addressing this
work (Section 01012, page 10, item 1.7) however only lists “Constraints” as “TBD” and no temporary power
or equipment are identified to be required or have been included. We recommend further coordination
between McCarthy, the Engineer, and the Owner to determine if any temporary electrical is needed and if
so, what needs to be added. If not, we recommend an appropriate allowance amount be included in
McCarthy’s overall GMP to cover potential temporary power and equipment.
b) OWRF Finish Water Ductbank Replacement – Per directions to bidders, proposals were to be based on the
re-use of existing conductors for the temporary construction and for the final permanent installation. The
procedure would be that the existing conductors would be removed from the existing conduits, a temporary
raceway system would be constructed of exposed PVC conduits which the existing conductors would be re-
pulled into and utilized during the construction phase, then once the replacement “permanent” ductbank is
in place, the existing conductors would again be pulled out of the temporary PVC conduits and pulled into
the new “permanent” conduits for final installation. Ludvik recommends that all of this wire and cable
should be replaced instead of re-used in the final installation for proper quality to the owner. This can be
provided by adding $45,200 to our proposal.
c) Additional CAD work for As-builts –
In our proposal, Ludvik had included and accounted for CAD costs to meet the requirements of the bid
documents for construction coordination, record drawings, and final as-builts. In the 4/14/2021 meeting,
McCarthy listed “daily CAD as-built updates”. As-built CAD work is included by Ludvik, based on normal
updating as applicable. If “daily CAD as-built updates” are required, we request an additional $60,000 be
added to our proposal for the more stringent requirement.
d) Two Month Plant Shutdown –
With this project “hard-bid”, costs were minimized by limiting the work scope required to be completed
during the 2-month plant shutdown (see LE OWRF 2 month shut down approach .PDF). Ludvik’s planned
approach would have substantial portion of exposed and UG electrical raceways already completed prior to
the actual shut- down, limiting the amount of work required to be performed during the shutdown. This
plan minimized the need for overtime to very little or none being required and as discussed at the McCarthy
4/14 post bid meeting, to provide overtime as needed for the 2-month shut-down. If upon review of Ludvik’s
planned approach, in coordination with the overall construction schedule, McCarthy determines that
scheduling would have conflicts prohibiting Ludvik’s completion of our required “preliminary” work, during
the 2-month shut down high work area congestion with other trades is anticipated, Owner’s operations do
not allow for work to be completed as noted, or that overtime will be needed for scheduling acceleration,
we would request an additional $50,000 be added.
NOTE: Please ADD 8/10 of 1% to amounts listed in Items 4 through 7 for bond, if required.
Kelvin Ng
Estimator
McCarthy has carried $100k in the scope sheet for escalation.
McCarthy has carried $50k in the scope sheet
for escalation.
If care is taken not to damage conductors, replacements should not be required. This
has not been carried in the scope sheet.
Ludvik misnderstood the expectation for as-builts being CAD vs. PDF and daily vs. weekly updates.
This was not the expectation and has not been carried in the scope sheet.
McCarthy anticipates overtime will be needed for this MOPO. $50,000 has
been carried in the scope sheet.
Page 451 of 501
Page 452 of 501
City of Chandler Water Reclamation Facility Improvements Project
GMP #2 CLARIFICATIONS AND ASSUMPTIONS
May 4th, 2021, rev. 6/21/21
General
1. Liquidated damages have been assumed to be per MAG section 108.9.
2. Transaction Privilege Tax has been included at 7.8% based on the projects being in the City of Chandler.
Tax exemptions have been included.
3. No cost has been included for security guards.
4. The following are City of Chandler project costs and have not been included in the GMP:
a. Temporary/construction/startup use and permanent utility hookup and usage costs including
power, sewer, reuse water.
b. The cost of potable water, reuse water, sewer, power, other utilities and chemical usage during
construction and start-up.
c.
All permits not listed below including but not limited to Building and Environmental Permits,
MCDES and ADEQ permitting fees, plan review fees and impact costs.
i. Note the permits included in this GMP are SWPPP, dust control, construction trailers,
and FAA obstruction clearance.
d. Special Inspection Fees
e. Asbestos testing and Hazardous Waste removal.
f.
Furnishings, Fixtures, and Equipment (FFE) and design of FFE
5. The Engineer’s trailer has been included as one 24 x 60 trailer for a duration of 24 months.
6. Section 4.1.4 of the Construction Services Contract (Construction Manager at Risk) is rewritten as follows:
“4.1.4 CM@RISK is responsible for undertaking all necessary action contemplated under the contract
documents to construct the Project and ensure timely and quality completion of the Project at a
cost within the Guaranteed Maximum Price (GMP).”
7. COVID-19/Force Majeure Allowance: This allowance to be used only under authorization by the City. This
allowance is available if the parties agree conditions that directly arise out of or directly result from the
COVID19 pandemic or other force majeure event as defined in General Conditions Article 6.2.14, which
may excuse a party's performance under this clause. The party who seeks to invoke this clause must give
the other party written notice 30 days after the occurrence of the event giving rise to such condition and
the parties must agree in writing to the length of excused or suspended performance. An allowance has
been established to cover increases in costs incurred by Contractor resulting from the COVID19 pandemic
or force majeure event, which allowance may be used by Contractor subject to the prior written approval
of the City, which approval shall not be unreasonably withheld.
8. Allowances have been included as defined in 15.3.2.1.
9. The rate for the G/L insurance is 0.95% and meets the requirements of 11.2.1.1.
10. Work Categories 01B-Maintenance of Plant Operations, 02B – Earthwork & Yard Piping, 03A – Concrete,
11K – Equipment Installation, and 15A – Process Mechanical, 15B- HVAC/Plumbing have been included as
self-performed by McCarthy on a Fixed Price basis.
11. An allowance for 90% to 100% design reconciliation has been included.
12. This GMP has been developed assuming a 2-month complete shutdown of the Aeration/Anoxic basis and
RAS/WAS pump station at OWRF.
13. The manufacture for the maintenance building is an alternate equal and the skylights includes are the roof
flush mounted type not Kalwal per specifications.
14. The following work (or components of the work) have not been included.
a. Provide and install Disc Filter #6 at the Filters at AWRF (concrete work for Filter #6 has been
included in WC 03A)
b. Clarifier #3 removal and replacement and all associated/adjacent work at OWRF.
c.
Sludge Holding Tanks, Blower Building, and all associated/adjacent sitework/yard piping/tie-ins
at OWRF.
Page 453 of 501
d. Removal and replacement of Aeration basin diffusers at 2 Aeration Basins at AWRF. (note 2
basins included in base GMP cost)
Demolition
1. The concrete pipe supports at the bottom of the AWRF Aeration basin are to remain in place and be
reused. All existing diffuser stainless steel anchors have been included as cut flush painted over with
epoxy.
2. AWRF existing Filter #1 demolition & structural modifications have not been included. Demolition limits
of the structure are included from the south wall of Filter #2 to the north.
3. The removal of an average of 4 feet of grit at the OWRF anoxic/aeration has been included in the cost.
4. At the AWRF Filters, it has been assumed no work will be required to the floors after demolition of the
existing underdrain system. (grout has been included where shown under the new disc filters)
Earthwork and Piping
1. Structure over-excavation and backfill has not been included.
2. CLSM backfill has been included for the portions of structures that bear on backfill zones due to differing
bottom elevations. All other structure backfill locations will utilize onsite native material.
3. An allowance has not been included for additional excavation below structures where loose soil is
encountered that may need remedial work with CLSM. (assumed Owner contingency can be utilized if
required)
5. All liquids and solids removed from pipelines to accommodate tie-ins have been included to be returned
to the plant process (no offsite hauling included).
6. BW-12” on C-1.26 alignment has been revised to tie into the existing Filters at 1212.50 and run to the
existing manhole southeast of the Filters. The manhole called out as Note 1 on C-1.26 has not been
included.
Structural / Concrete
1. Per Q&A #121- 4’ of grout has been included at the AWRF filter backwash channel in lieu of a piping
header. The piping will be cored into the channel and left open ended.
2. No patching of the underside of the reservoir has been included. Reservoir wall patch has been included
to patch tie-holes and remove fins as required.
3. An allowance of $15,000 has been included for concrete wall repairs at the AWRF aeration basins for 2
basins.
4. Waterstop has not been included at the OWRF new trough deck to existing wall or deck to new wall joints.
5. At the AWRF Filter existing Effluent channel (section 1 & 2 on S-1.67), installation of drill and epoxy
dowels has not been included at the existing effluent channel infill slab (none shown).
6. Stripping of vertical formwork has been included to strip at a maximum duration of 24 hours. Stripping
sooner than 24 hours will be evaluated on a case by case basis.
Process Equipment and Mechanical (Work Categories 11A to 15B)
1. This GMP includes the purchase cost of two RAS Pumps as it is understood that the Owner has already
purchased one pump. Installation costs have been included for all 3 pumps.
2. Process Equipment has been included with pricing based on payments to the vendors in excess of 75% of
their contract value. (Values will be assigned/held for submittals, O&M’s training, and startup).
Electrical
1. An IT Allowance for the Maintenance Building/Disc Filters at AWRF has not been included (this is new
scope and the amount hasn’t defined yet at the time of the GMP).
2. Reinforcing has been included under roadways only. (this matches previous work performed)
3. Costs have been included for Programming based on the information in the 90% documents. It is
understood that this scope is changing, and costs will be updated once the 100% for construction
documents are received.
Page 454 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
1
3/17/2021
15066
Specs calls out for 316L SST for the air piping. Should this be 304SS?
3/24/2021
Stainless Steel pipe material shall be 304L SS. The
specification will be updated accordingly in the "For
Construction" set.
3/26/2021
2
3/17/2021
S-1.21 & M-1.26
Structural plans show beams connecting blower piping supports; however, the beams will
block the roadway where the supports change heights. Can the beams running acrossed the
road be removed?
3/24/2021
The beams will be removed. The structural drawings
will be updated in the "For Construction" set.
3/30/2021
3
3/19/2021
G-4
Sewer Note 7
Where is Note 7 applicable in the drawings? Where is asphalt T-Top required?
3/24/2021
Chandler Development Services requires this note as
written. However, Section 02315 shall govern.
4/2/2021
4
3/19/2020
D-1.12
Note 12 - There is not an existing flange at this location. Can we fill with 1/2 sack slurry like
note 3 or should we add a flange?
3/24/2021
The pipe shall be filled a minimum of 2' with 1/2 sack
slurry and capped. Drawings will be updated
accordingly in the "For Construction" set.
3/26/2021
5
3/19/2020
M-1.25
Is note 10 a MOV Butterfly valve?
3/24/2021
Note 10 refers to a manual butterfly valve. Please note
that all butterfly valves for the new air piping are
manual and that wherever the manual actuators are
not accessible, they shall be equipped with a chain
wheel. The need for chain wheels will be reflected in
the "For Construction" set.
3/26/2021
6
3/19/2020
M-1.65 - M-1.68
Drawings call out BW piping as PVC but specs call out CPVC. What is correct?
3/24/2021
Piping shall be CPVC schedule 80. Drawings will be
updated accordingly in the "For Construction" set.
3/26/2021
7
3/19/2020
M-1.67 & M-1.68 Note 11 on both pages contradict each other. What is correct?
3/24/2021
Solids collection manifold inside filter basin shall be 4"
PVC and will be provided by the disc filter vendor.
Drawings will be updated accordingly in the "For
Construction" set.
3/26/2021
8
3/19/2021
M-1.64
Vendor control panels are blocking access to the walkway leading to the spiral staircases. Can
any panels be moved?
3/24/2021
Drawings will be updated with panels relocated in the
"For Construction" set.
3/26/2021
9
3/22/2021
I-1.61/Typ. For
AWRF and OWRF
Drawings depict an EDR. However, EDR does not appear to be defined in any of the symbols
and legend sheets. 1) Please define what EDR stands for. 2) Please advise if this EDR is inteded
to be an actuator. 3) Please clarify if the intent is to have the LOR, OSC, and Open/Closed light
indication integral to the this assumed atuator or is this EDR intended to be a stand alone
control panel?
3/24/2021
1) & 2) EDR stands for Electric Drive and denotes
electric actuators. This nomenclature is being used for
now because it was used during the last OWRF
Expansion Project. Please note that the City is in the
process of standardizing their equipment tags and this
nomenclature may be revised to match new City
standards in the "For Construction" set.
3) Controls are integral to the actuator
3/26/2021
10
3/22/2021
I-1.61/Typ.
The drawings depict a level switch high - float. No Elevation is provided for the high level float
on this sheet and no levels are provided for any other floats. The specs did not appear to have
a table or schedule for elevations. Please provide elevations for all of the floats to be set at.
3/24/2021
See Instruments table as part of the Disc Filters
process control descriptions in Specification 17454
Control Description.
3/26/2021
11
3/22/2021
I-1.62/Typ. For
AWRF and OWRF
The filter PID sheets depict Solids Waste & Backwash Valves with 120 VAC source power for
the motor. Please advise if field disconnects are required for these valves or if the intent is to
have disconnecting means via the Vendor Power Panel (VPP).
3/24/2021
Disconnect switches are not required for these vendor-
provided valves, and they shall be powered from the
VPP.
3/26/2021
12
3/22/2021 I-1.63/Tpy. /17121
Numerous PID sheets depict pressure and vacuum gauges. Spec 17121 states to provide all
pressure gauges as 6" diameter with 0-200PSI range. Please confirm the intent is to have ALL
pressure and vacuum gauges with 6" dial diameter and 0-200PSI ranges. If not, please provide
specific sizes and ranges for all gauges.
3/24/2021
The pressure and vacuum gauges in the filter areas are
provided by the disc filter vendor.
3/26/2021
13
3/22/2021
I-1.69/Typ./11400
Numerous PID sheets depict motors but do not depict a motor horsepower size. In this
specific example, sheet I-1.69 depicts sump pumps and spec 11400 does not depict a pump
motor HP. Please provide all motor sizes.
3/24/2021
Motor HP ratings are not shown on P&IDs. See E-
sheets for electrical power ratings.
The sump pumps are not provided by the disc filter
vendor and are specified in Specification 15441.
Please note that Specification 11400 was not meant to
be provided as part of this GMP2. Contractor shall
follow 11400 provided as part of GMP1. This will be
updated accordingly in the "For Construction" set.
3/26/2021
14
3/22/2021
I-3.00/16912 2.1A Sheet I-3.00 calls out ESWT-610-002. Spec 16912 2.1 A calls out minimum 8 port ethernet
switch. Please advise if 8 ports are sufficient or if a larger ethernet switch shall be provided.
3/24/2021
8 managed port Ethernet switch will be satisfactory.
3/26/2021
Page 455 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
15
3/22/2021
I-3.00/17461
Sheet I-3.00 calls out PLC-610-002. 1) Please confirm that this PLC is intended to be an M340
as defined in spec 17461. 2) Please confirm that no hot standby PLC is required to be installed.
3)Please confirm that no redundant power supplies or bridging diodes are to be installed. 3)
Please advise if there are specific required clearances between PLC, power supply, IO terminal
blocks & panduit, etc. that would drive the size of the enclosure to grow. 4) Please advise if a
spare OIT/HMI is required.
3/24/2021
1) Yes, PLC shall be M340 per spec 17461
2) No hot standby PLC is required
3) UPS shall be provided as described in specifications
16161 and 17461
4) Provide spare space for 10% additional future I/O
5) No spare OIT is required.
3/26/2021
16
3/22/2021
I-3.01/E-
3.47/16912 2.1A
Sheet I-3.01 calls out ECOM-FLT ethernet switch base. Sheet E-3.47, keyed note 28 calls out a
ECOM-FLT communication cabinet. 1) Please confirm that the ethernet switch base is to be
installed in this cabinet. 2) Please confirm that an 8 port switch is to be installed here as
defined in spec 16912 2.1A
3/24/2021
1) Yes, install new switch in this ECOM-FILT cabinet, as
described in E sheets.
2) 8 managed port Ethernet switch will be satisfactory.
3/26/2021
17
3/22/2021
I-3.02/E3.04&3.05
Sheet I-3.02, starter STR-419-006 states "typical for 4 (note 3)" which is slightly confusing,
eluding to replacing starters for IMLR pumps #3, #4 & #5. Sheets E-3.04 & 3.05 just show
replacing the power conductors for IMLR pumps #3, #4, & #5 if the conduits are modified. 1)
Please confirm that the note on sheet I-3.02 is not referring to starters them selves and is just
referring to controls conductor replacement?
3/24/2021
Confirmed, Note 3 is referring to replacement of
control conductors for the 3 existing soft starter driven
IMR pumps.
3/26/2021
18
3/22/2021
I-3.02
Sheet I-3.02 depicts LCP-419-006 and states typical for 4, see note 4. Please confirm that this
note just means that one new LCP is being provided for pump #6 and that the controls wiring
will need to be redone with the conduit reroute.
3/24/2021
Confirmed, Note 4 is referring to one new LCP for new
IMLR pump 6 and replacement of control conductors
to the existing pumps.
3/26/2021
19
3/22/2021
I-3.02/Typ.
Sheet I-3.02 calls out FSL-419-006, 601A & 601B. Please advise what the flow shall activate the
switch at. Please review all other FSL's and update accordingly.
3/24/2021
See Specification 17454 Part 1.7.A.8. for FSL-419-006
(IMLR Pump Flow Switches) set point and Specification
17134 Part 2.1.C. for FSL-419-601A & 601B (IMLR
Pump Seal Water Assembly Flow Switches) activation
flow rate.
3/26/2021
20
3/22/2021
I-3.02
Sheet I-3.02 calls out a "PSW" by IMLR pump #6. PSW is not in the abbreviations on sheet I-
0.00. Please advise if this is a pressure switch or if it is an instrument at all.
3/24/2021
PSW stands for pump seal water. The acronym will be
updated in the "For Construction" set.
3/26/2021
21
3/22/2021
I-3.02/I-3.31/Typ. Several flow meters are shown throughout the documents. Please provide flow ranges for
each individual flow meter.
3/24/2021
MLR flow meter (FIT-419-115) shall have the same
flow range as the existing MLR flow meter. RAS Pumps
flow meter (FIT-449-153) and WAS Pumps flow meter
(FIT-449-163) shall have the same flow range as the
existing flow meters they are replacing. Thermal Mass
Air Flow Meters located at Proposed Sludge Holding
Tanks 3 & 4 shall have the same range as the existing
Sludge Holding Tanks 1 and 2 (both have flow ranges
of 0-2000 scfm).
These ranges will be updated in Specification 17454 in
the "For Construction" set.
3/26/2021
22
3/22/2021
E-3.39/I-3.32/M-
3.34
Sheet M-3.32 depicts the WAS pumps in bold and notes 22 & 23 (23 is not actually shown) call
out new WAS Pumps. Sheet E-3.39, note 8 states to de-energize, remove and re-install the
WAS pumps, LCP's and disconnects. Sheet I-3.32 calls out new WAS Pumps, LCP's and
disconnects. Please confirm that all WAS pumps, LCP's and disconnects are to be demolished
and new ones provided.
3/24/2021
New WAS pumps and associated equipment are
confirmed, E-3.39 note 8 will be edited in the "For
Construction" set.
3/26/2021
23
3/22/2021
I-3.41/I-3.44/I-
3.47/I-3.50
Sheets I-3.41/44/47 & 50 do not show a disconnect for the ACE/MOV. As a comparison, the
AWRF filters have inlet gate disconnects. Please advise if field disconnects are required for the
actuators.
3/24/2021
Yes, provide 480V, 30A, NEMA 3R rated disconnect
switch for all actuators. Drawings will be updated
accordingly in the "For Construction" set.
3/26/2021
24
3/22/2021
I-3.85
Sheet I-3.85 shows Sludge Transfer Gate #3 with EDR-610-300. 1) Please advise if the controls
for this MOV are to be integral to the actuator or if a separate LCP is required. 2) No field
disconnect is shown for this device, please advise if a field disconnect is required.
3/24/2021
1) Controls are integral to the actuator.
2) Yes, provide 480V, 30A, NEMA 3R rated disconnect
switch for each actuator.
Drawings will be updated accordingly in the "For
Construction" set.
3/26/2021
25
3/22/2021
I-3.85/I-3.86
Sheet I-3.85/3.86 calls out ZSO-610-320/420 as an open indication for the 18" plug valve.
Please provide details on how this switch is to be installed with this manually operated valve.
3/24/2021
Integral position switches are typically provided by the
valve manufacturer. Installation shall be coordinated
with the valve manufacturer selected.
3/26/2021
27
3/22/2021
S-3.43 & M-3.44
Location of the spiral stairs for the OWRF filter basins are shown in two different locations on
the mechanical and structural drawings. Which is correct?
3/24/2021
The Mechanical Drawings show the correct location.
Structural Drawings will be corrected in the "For
Construction" set.
3/26/2021
Page 456 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
28
3/23/2021
A-1.82
Please confirm Maintenance Building Equipment provided and installed by the owner?
Refering to the Workbenches, Welding booth, Milling Machine, Welding Equipment Storage,
Lathe, Industrial Press, Drill Press and Blasting Cabinet shown on drawing A-1.82 in workshop
space 112 between columns 2&3.
3/24/2021
Equipment/machinery in shop space will be provided
and installed by the owner.
3/26/2021
29
3/23/2021
A-1.82 & A-1.88
Please clarify the wall type of the south wall for Corridor 106. On Drawing A-1.82 it shows a
dashed line with dots and could not find this on a detail schedule or general key drawing. On
drawing A-1.88 the finish schedule calls out a gypsum board finish for that wall. This type of
wall type as shown on A-1.82 is also used for a wall type shown @ column line 4 across and
column line 3.
3/24/2021
The dashed lines at the south side of Corridor 106, as
well as the dashed lines along Grid 2, 3, and 4, are
indicating the main steel framing lines above. They are
not walls. The dash-dot lines are the grid lines. There is
no wall on the south side of 106, although the wall
that runs all along Grid 5 continues above the opening
into the corridor. See also elevation on Section B-B.
3/26/2021
30
3/23/2021
A-1.86
Please clarify the material type for the Liner Panel as called out on drawing A-1.86
3/24/2021
Liner panels are corrugated metal panels suppled with
the metal building. Manufacturer’s standard liner
panel is acceptable.
3/26/2021
31
3/23/2021
A-1.92
Please confirm that the Furniture shown on drawing A-1.92 owner furnished and owner
installed? If the Contractor is to furnish please provide specifications for these items.
3/24/2021
Office furniture, lockers, ice machine, refrigerator, etc.
will be provided by the owner. This will be reflected in
the "For Construction" set.
3/31/2021
32
3/23/2021
11335
Section 2.18 of the Secondary Clarifier Spec calls out the requirements for painting and surfact
prep of non-submerged steel. Please confirm requirements of submerged steel.
3/24/2021
All submerged materials shall be 304SS or FRP and do
not get coated. All other material (other than
aluminum) shall be coated per Specification 09900.
3/26/2021
33
3/24/2021
A-1.84/5 & A-
3.84/5
Please provide specification requirements for the Eagle Eye Bird Control Devices and the Pro-
Peller bird scare devices for both the new Blower Building and the Maintenance Building.
3/24/2021
Products supplied by Bird Barrier America, Inc. of
Carson, CA (www.birdbarrier.com). “Eagle Eye”: silver
color. Provide wind powered kit model EE-1WS,
mounting pole EE-XP6. “Pro-Peller”: Silver color,
model EE-PPS.
3/26/2021
34
3/24/2021
Please confirm that the following items are to be priced as alternates for the GMP: Clarifier 3,
Sludge Holding Tank and Blower Bldg, 2 of the Aeration Basins removal and installation, and
the installation of 6th Disc Filter
3/24/2021
Confirmed: OWRF Clarifier 3, OWRF SHTs 3&4 and
Blower Building (and associated equipment, roadways,
etc.), two of the AWRF Aeration Basins Aeration
Diffusers replacement, and the installation of the 6th
disc filter at AWRF shall be priced as alternates.
3/26/2021
35
3/24/2021
17310
The prob listed in specification section 17310 is no longer manufactured please provide an
updated model number.
3/24/2021
Provide Hach Company, LDO Model 2 Dissolved
Oxygen Probe. The updated specification is attached to
the email accompanying these responses (sent on
2021.03.26)
3/26/2021
36
3/24/2021
15107
Please advise is specification section 15107 is still applicable? If so please provide
3/24/2021
15107 is still applicable and is attached to the email
accompanying these responses (sent on 2021.03.26)
3/26/2021
37
3/24/2021
9921
Please advise is specification section 09921 is still applicable? If so please provide
3/24/2021
09921 is still applicable and is attached to the email
accompanying these responses (sent on 2021.03.26)
3/26/2021
38
3/24/2021
15732
Specification sections 15732 and 15781 seem to be labeled the same please advise which one
is applicable to the project.
3/24/2021
Specification Section 15781 shall be used for this
Project, please disregard Section 15732. This will be
updated in the "For Construction" set.
3/26/2021
39
3/24/2021
S-1/S-5
On Drawing S-5 for the Pre-engineered metal building notes under 2.02.B refers to the
superimposed dead load to be 20 PSF, while the rest of the items refer back to the structural
design parameters located on S-1. When looking at S-1 the superimposed dead load 2.01.A is
called out to be 25 PSF. Please confirm while loading to be used.
3/24/2021
The note on S-5 under "Pre-Engineered Metal
Building" pertains to the AWRF Maintenance Building
while the note on S-1 pertains to the OWRF Blower
Building.
3/26/2021
40
3/24/2021
A-1.83
Please confirm that the Bridge Crane rails in the maintenance building is to span 60 Lf from
grid 2 to 5.
3/24/2021
Confirmed, Grids 2 to 5, B to D. See crane rails
indicated on Reflected Ceiling Plan.
3/26/2021
41
3/24/2021
M-3.65 & S-3.60
Note 6 on sheet M-3.65 says to relocate shade canopy from MBR CCB. A callout on S-3.60 says
to salvage the existing canopy at the CCB. Please confirm if the canopy will be relocated or
salvaged.
3/24/2021
The Southeast canopy at the MBR CCB will be
relocated to the Reservoir Inlet Channel. No work will
be done to any of the other canopies on the MBR CCB.
Drawing notes will be updated in the "For
Construction" set.
3/26/2021
Page 457 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
42
3/24/2021
M-1.27
Does the elbow in note 6 need additonal supports?
3/24/2021
Yes a saddle type support shall be used for this
application. Please refer detail 202 sheet M-7.02 for
specifications. Drawings will be updated in the "For
Construction" set.
3/26/2021
43
3/24/2021
M-3.11
Will the 16" Plug Valve againt the wall work in the positioning as see on the called out?
3/24/2021
Position will be revised for the "For Construction" set.
3/26/2021
44
3/24/2021
M-3.67
On Sheet M 3.67 please advise on the type of pipe in Note 8?
3/24/2021
Pipe shall be CPVC Schedule 80 and will be updated in
the "For Construction" set.
3/26/2021
45
3/24/2021
G-4 Gen Note 11
Note 11 states "all backfill shall be half-sack CLSM". Where is this actually required?
3/29/2021
Chandler Development Services requires this note as
written. However, Section 02315 shall govern.
4/2/2021
46
3/24/2021
G-4 Gen Note 11
Note 11 states "surface replacement shall be in accordance with MAG Std Dtl 200 T-Top".
Where is this actually required?
3/29/2021
See response to Question #45
4/2/2021
47
3/24/2021
G-4 Sewer Note 7 Note 7 states "pipe backfill shall be 1/2 sack CLSM". Where is this actually required?
3/29/2021
See response to Question #3
4/2/2021
48
3/24/2021
C-1.22
Note 11 on C-1.22 states new concrete pipe supports, see structural sheets for details. C-1.22
only shows 5 ea of these similar pipe supports called out. Per S-1.21 it references Detail 1 on S-
15 for pipe supports, and calls out 20' max spacing. Please confirm spacing on the Dtl 1 S-15
pipe supports, as well as how much CLSM is required underneath each foundation shown on
the detail.
3/29/2021
New pipe supports for the proposed 42" and existing
30" air piping on the west side of the Aeration Basins
shall be per structural Details 1 &2 on Sheet S-15,
every 20' O.C. CLSM backfilling is not required if native
soil is recompacted or if new engineered fill is placed
as described in Supplement No. 3 of the Geotechnical
Report (dated March 17, 2021).
4/2/2021
49
3/25/2021
E-3.33/3.34 & E-
2.05, 3.30, 3.31
The conduit block diagrams on sheets E-3.33 & 3.34 depict conduits LP419-05, LP419-07, A479-
100A, A479-200A, & A479-300A. Said conduits do not state "in existing", suggesting that
these are new conduits going from LP-419-001 & PCP-449-001 to Secondary Clarifiers #1, #2
and #3. However, sheets E-2.05, 3.30 & 3.31 do not depict any new ductbank going to the
Secondary Clarifiers. 1) Please adivise if new ductbanks need to be installed to Secondary
Clarifiers #1, #2 and #3.
3/29/2021
Conduits LP419-05, LP419-07 were existing from
existing LP-419-001 TO PPB-479-300. Refer to Note 3
& 5 on sheet E-3.33 (LP-419-001 is in MCC-419-
001/002)
Conduits A479-100A, A479-200A & A479-300A will be
new conduits from new Clarifier MCPs to the existing
PCP-449-001. Parts of those conduits (between the
clarifier and the Blower Building) will need to be
buried. This will be reflected in the "For Construction"
set.
3/31/2021
50
3/25/2021
E-3.46, 3.51-3.56
Sheet E-3.46 depicts new ductbank coming out of EHH-10. However, the conduit block
diagrams on sheets E-3.51 - 3.56 do not appear to show anything passing through EHH-10. 1)
Please clarify the intention of a new ductbank branching from EHH-10 and update conduit
block diagrams accordingly to show loads passing through the hand hole.
3/29/2021
Refer to sheet 3.56, conduits C539-101, C539-201,
C539-301, C539-401, A539-104, A539-204, A539-304
and A539-404 should be routed from existing PCP-539-
002 via existing conduits and existing EHH-12, EHH-10
and new conduits/ductbank from existing EHH-10 to
new EMH-10B and Control Pullboxes/Analog
Pullboxes. Sheet E-3.56 will be updated in the "For
Construction" set.
3/31/2021
51
3/25/2021
E-3.81 & 3.82
Sheet E-3.81 depicts the new MCC bucket starters/breakers as being a 500AT/600AF for MCC-
610-001 and 600AT/800AF for MCC-610-002. Note 2 on sheet E-3.82 states to furnish new
500AT/600AF breakers. 1) Please confirm which sized breakers are required.
3/29/2021
Furnish 500AT/600AF breakers. Sheet E-3.81 will be
updated (change breaker 7J from 600AT/800AF to
500AT/600AF) in the "For Construction" set.
3/31/2021
52
3/25/2021
D-3.30
Keynote 9. Where is Slurry required in the pipe.
3/29/2021
Slurry is required in the 24" Dia Inlet and Outlet pipes
in the West Reservoir Inlet/Outlet Chamber. Slurry will
extend into the pipes 2'-0". The 2'-0" of slurry will also
be added to the inlet and outlet pipe where proposed
blind flanges are shown in the West Valve Chamber.
This will be updated in the "For Construction" set.
3/31/2021
53
3/25/20201
C-3.26
Keynote 3. Per Concrecrete Encasement Detail 102 on C-7.01 & Profile A on C-3.92. The
concrete pipe encasement will be sticking out of the bottom of the retention basin at the
southeast of the reservior. Is this the intended design?
3/29/2021
Concrete Pipe Encasement shall be per typical detail
104 on sheet C-7.01 wherever there is less than 4' of
cover. Pipe profiles on Sheet C-3.92 are mislabeled:
Profile A is for OVF-42-DIP and Profile B is for INF-48-
DIP and proposed grades are missing. This will be
updated in the "For Construction" set.
3/31/2021
Page 458 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
54
3/25/2021
C-1.24
Sheet C-1.24 shows a pipe support structure in the middle of roadway for 30" air line to
Blower Bldg. Per S-1.21, M-1.22 and M-1.24 this pipe support is not shown in the roadway.
Please confirm that pipe support structure will not be placed in the roadway.
3/29/2021
Please verify if the comment is meant for the 42-inch
air pipe instead of 30-inch. There should not be a pipe
support for the 42-inch air pipe in the middle of the
roadway. Sheet C-1.24 shall be updated to show the
pipe supports as shown on structural sheet S-1.21
changes in the "For Construction" drawings set.
3/31/2021
55
3/25/2021
Spec 16062
A lightning protection system is specified in spec 16062. The drawings and said spec do not
appear to have details about which structures are required to have lightning protection.
Please advise what specific structures require lightning protection.
3/29/2021
Lighting protection shall be installed for the new
Sludge Holding Tanks (SHT) and new SHT Blower
building. Specification 16062 will be updated in the
"For Construction" set.
3/31/2021
56
3/25/2021
Spec 16111 2.3 G Is PVC coated conduit by Ocal an acceptable equal?
3/29/2021
Yes, PVC coated conduit by OCAL is acceptable.
3/31/2021
57
3/25/2021
Spec 16111 3.1D
Section 16111-3.1.D states “Conduit runs in buildings and structures to be exposed except as
specifically noted or accepted by the Engineer”. As there are several new structures and
buildings on this project, will embedding of branch power, control, and communications
conduits be acceptable, this will limit congestion and minimize costs associated with overhead
exposed conduit runs? Examples for conduit embedment would be for receptacle and
communication conduits at the AWRF Maintenance building; instrumentation and lighting
conduits at the OWRF Finish Water Reservoir and on the upper deck of the OWRF Sludge
Holding Tank; receptacles, communication, and panel interconnect conduits at the OWRF
Blower/Electric Building.
3/29/2021
Embedding the new conduit runs in new buildings and
new structures is acceptable.
3/31/2021
58
3/25/2021
Spec 16111 3.1N
Conduit Section 16111-3.1.N states that unless approved in advance by the Engineer, all
UG to above ground conduits are to have GRC elbows and risers. As Section 16137-3.1.H
describes specific instances that underground conduit may terminate with PVC coated
elbows and RNC risers and bell ends, the situations described are understood to be pre-
approvedby the Engineer. If this is not correct, identify the specific locations were
installation in accordance with Section 16137-3.1.H will be acceptable.
3/29/2021
For this project 16137-3.1.H is only applicable for
conduits terminating at MCC main breaker sections,
and floor mounted 480V panelboards acting as a
service entrance to a building/room. For all other
equipment, for eg. Filters VPPs, provide per 16111 -
3.1.N
3/31/2021
59
3/25/2021
Spec 05051,
16050, 16190
There is a discrepancy regarding materials for electrical supports and hardware. Sections
05051 and 16050 identifies all hardware to be 316 stainless steel, and expansion anchors
not allowed. Section 16190-2.3 and 2.4 however allows for zinc plated supports, hardware,
and acceptance of lead expansion anchors. Please advise which is correct.
3/29/2021
Per Specification 16010 section 1.4.C, provide
materials which meet the more stringent requirements
in cases of conflicts.
3/31/2021
60
3/25/2021
Spec 11217
Spec section 11217 calls out (3) self priming sample pumps at the OWRF Reclaimed Water
Reservoir. These pumps are not shown in the mechanical or instrumentation drawings. Please
confirm location and quantity desired.
3/29/2021
There will be one (1) self priming sample pump at the
OWRF Reclaimed Water Reservoir. Pump is located
under the canopy on top of the Reservoir Inlet
Chamber and is shown on sheet I-3.61 as SAM-530-
001. Exact number and Location shall be provided in
the "For Construction" set.
3/31/2021
61
3/25/2021
E-3.87
Key note 11 identifies a "Security UPS". Please advise if there is a security system or devices
that this UPS will feed.
3/29/2021
Please ignore. Security UPS/System will be deleted in
the "For Construction" set.
3/31/2021
62
3/25/2021
E-3.27
Drawing E-3.27 Keyed Notes 23 through 30 indicate the Secondary Clarifier #3 Floc Mixers 1
through 4 to be removed however none of the demolition single-line or panel schedule
drawings issued show these mixers. Where are these mixers are currently fed from?
3/29/2021
The Floc mixers are powered from the Clarifier #3
control panel located on the Clarifier basin.
3/31/2021
63
3/25/2021
D-3.11
Keynote 13 & 14. Is the intent to remove and cap and abandon these NPW / Air Lines for the
structure expansion and have no reroute.
3/29/2021
Yes, these two pipes are to be abandoned after they
have been demo'd and capped.
3/31/2021
64
3/25/2021
E-1.21
Drawing E-1.21 note 4 states for damaged conduit sections in existing ductbanks to be
removed and disposed. As the condition of existing UG conduits will not be known until the
removal of the existing conductors is attempted, the exact amount of excavation and
ductbank removal cannot be accurately accounted for. 1) Are there any additional details
about the extent of the damage? 2) Please elaborate on the intention of the demolition of this
ductbank and what extents the demo should go to.
3/29/2021
Abandon existing underground conduit sections.
Design notes will be modified in the "For Construction"
set.
3/31/2021
Page 459 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
65
3/25/2021
E-1.94
Maintenance building drawing E-1.94 shows a fixture designated “EM” that appears to
depict a “2-Head” emergency light fixture however the fixture schedule on drawing E-0.05
does not contain a description for a fixture of this type. As this fixture is located adjacent to an
exit fixture which per the fixture schedule is to have “twin LED remote head emergency lights”
it is assumed that the “EM” fixture was drawn in error. If this is not correct, provide a
specification (mfg. & model) for the “EM” fixture type.
3/29/2021
Ignore EM fixture shown on E-1.94. They will be
removed in the "For Construction" set.
3/31/2021
66
3/25/2021
E-0.05, E-1.94
The light Fixture Schedule on drawing E-0.05 list fixture Type “E” as a 2’x4’ troffer. Several
fixtures on drawing E-1.94 are designated as Type “E” however they do not share the same
dimensions, with some appearing to be 2’x2’. As no 2’x2’ fixtures are identified on the Fixture
Schedule it is assumed that they should be provided similar to the 2’x4’ Type ”E” fixture
described. If this is not correct, provide a specification (mfg. & model) for the 2’x2’ fixture
type.
3/29/2021
Provide both 2' x 2' and 2' x 4' troffer fixtures of the
same model. Fixture schedule shall be modified in the
"For Construction" set.
3/31/2021
67
3/25/2021
D-3.01
Drawing D-3.01 Keyed Note 3 indicates to relocate light pole and to see Electrical sheets
for details. The Electrical drawings however do not indicate any work regarding any existing
light poles. Where are the light poles to be relocated to and what size conduit and conductors
are to be provided?
3/29/2021
They will be kept in generally the same area as they
are currently located, moved slightly as to avoid
structures and equipment. Specific relocation/conduits
of these light poles will be added to the "For
Construction" set.
3/31/2021
68
3/25/2021
E-0.03, E-1.65, E-
1.67 through E-
1.72, and E-3.86
The drawing scale on sheet E-0.03, E-1.65, E-1.67 through E-1.72, and E-3.86 is not
correct. Please revise the drawing scale so that the correct quantities may be included.
3/29/2021
Scale was revised and those drawings are attached to
the responses (sent 3/31/2021)
3/31/2021
69
3/25/2021
E-7.03 & 16117
There are some discrepancies regarding the manhole configurations. Per Detail 333 on
drawing E-7.03 manholes are to have minimum interior dimensions of 3’-11” x 3’-11” x 4’-1”
and a 3’ x 3’ hinged steel hatch. Section 16117 however specifies a minimum interior
dimension of 48” x 66” x 54” and a 30” diameter cast-iron frame and cover. Which is correct?
3/29/2021
Furnish electrical manhole per section 16117. Detail
333 will be revised to match the min dimensions
shown in 16117 in the "For Construction" set.
3/31/2021
70
3/25/2021
13300-2.3 & 2.5B
The Pre-Engineered Metal Building spec. calls for installed thermal resistance of R-30 Roof & R-
19 Walls. Please verify these assumption for insulation requirements are
correct. PBR
screw down Roof: R-11 unfaced over purlins & R-19 WMP-VR facing between the purlins (no
thermal blocks on screw down roofs)
PBR screw down walls: Thermal tape on O/S of wall girts, R-19 min with WMP-VR facing
between girts.
The spec sheet says "Installed R Value"
We are installing an R30 and R19 (as assumed above) or does that mean the expectation is
the overall performance of the system after install to be R30 and R19? (Massive difference
with the latter one typically requiring a standing seam roof with thermal blocks in the roof and
rigid insulation board in the walls).
3/29/2021
The proposed metal building walls/ceilings insulation
materials and methods are acceptable. Because the
space is evaporatively cooled, it is exempt from the
IECC, and so “installed” R-values at the specified
amounts is not required.
3/31/2021
71
3/25/2021
Specification
section 13300
Please confirm the entire mezzanine loading is to be designed for heavy storage (250 PSF live
load)?
3/29/2021
Architectural specifications require that the building
withstand code-required loads. The mezzanine is used
for storage.
3/31/2021
72
3/25/2021
Specification
section 13300
Will an addition of a Portal Frame be acceptable? Per Nucor this will be required and can be
placed at a few different locations along Line B between columns 4&5 or 3&4 or 2&3.
3/29/2021
Additional structural elements may be proposed and
are generally acceptable, as required to meet code-
required loading capacities; however, added structural
elements are subject to approval with respect to
complying with owner’s functional and spatial
requirements within the building. The location at Grid
B from 4 to 5 would probably interfere with the
mezzanine stairs. The other two locations will be
reviewed with the Owner and be reflected in the "For
Construction" set.
3/31/2021
73
3/25/2021
Specification
section 13300
Please confirm no protective coatings are required for the Primary or Secondary structural
steel fo the Pre-Engineered Maintenance Building?
3/29/2021
All framing members are specified to have shop prime
coating. See 13300 2.10 A.
3/31/2021
Page 460 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
74
3/26/2021
17451
Section 17451 Distributed Control System specifies Foxboro as the sole source provider for
the DCS Equipment and Programming. The Schneider Electric Proposal team (Foxboro) has
stated that they do not have sufficient information to generate a proposal at this time and
have requested the following information, please see the comments below:
a) Provide the network topography of the new and existing DCS equipment, identify what
equipment is existing Foxboro.
b) Please provide a master list of new Input / Output requirements to be connected to the
existing Foxboro DCS.
c) Identify what field device interface are needs (Protocols- network type) to integrate new
devices.
d) Identify the number and details of new HMI displays needed.
e) What are the control processor current capabilities, to evaluate for expansion.
f) What are the current Network capabilities.
g) What control algorithms required.
3/29/2021
All new signals will be programmed into SCADA
(Wonderware) through Ethernet over Fiber optic. No
connections from new Filters equipment will be made
to existing DCS cabinets. The For Construction design
package will show revised communication network
diagrams.
4/2/2021
75
3/26/2021
C-3.46
Please confirm that the intent is to demo and repave this area with new asphalt/curb/gutter
3/29/2021
Yes, that is correct. A Partial Site Plan for this area will
be included in the "For Construction" set.
3/31/2021
76
3/26/2021
S-3.02
Section 2
Please confirm if CLSM will be needed under and around new columns or if backfill will be
acceptable.
3/29/2021
Please clarify this question as no digging should be
required below the columns because they will be
anchored to the existing Aeration Basin structure
footing. CMAR may elect to use CLSM if compaction of
backfill in the area above the footing is not possible
due to space constraints.
3/31/2021
77
3/26/2021
M-3.86
Keynotes 3 & 4
Is this manual or a electric motor actuated valve?
If it is manual operated. Is it buried nut operator or above ground hand wheel operator w/
torque tube?
Is the plug valve open position switch electrically controlled or manual/analog?
3/29/2021
The two 18" Plug Valves on each Sludge Holding Tanks
drain pipes are manual operated with a hand wheel
located 42" above grade and a torque tube.
The open position switch is electrically controlled, see
sheets I-3.85 & I-3.86. Please note that the equipment
number for the position switch on sheet I-3.85 will be
changed to "320" as read on the PCIS signal location in
the "For Construction" set.
3/31/2021
78
3/26/2021
E-3.05, 3.24 &
3.25. Spec 11335
2.5 B 3.
Spec 11335 and sheets E-3.05, 3.24 & 3.25 call out VFD's to be mounted in the secondary
clarifier motor control panels. Typically clarifier drive motors are on FVNR starters. 1) Please
advise if VFD's are to be installed in lieu of FVNR starters. 2) If the intention is to have VFD's
installed in the motor control panels, please provide air conditioning requirements to keep the
MCP's housing the VFD's cool.
3/29/2021
1) Provide VFDs per design
2) VFDs were sized to minimize heating. See
specification 16161 Control Panels for requirements of
panel HVAC.
3/31/2021
79
3/26/2021 E-1.78 - 1.80 and I-
1.79
Sheet I-1.79 shows start/stop and status for the disc filter sump pumps to admin via I/O ADM
2 and CMS. Sheets E-1.78 through 1.80 depict the motor control panels for the filter sump
pumps (MCP-SP-1, 2 & 3) and do not show any conduit or conductors leaving the MCP's to get
to admin. 1) Please advise if control and status are to go to SCADA in admin. 2) If so, please
advise if existing ductbank is to be used or if new ductbank is to be installed to accomplish
this. 3) Can ethernet cards be installed in the MCP's to get comms to admin via the new fiber
optic cabling or is this required to be hardwired #14 conductors?
3/29/2021
1) Sump Pump statuses are required to go to SCADA.
2) Design will be modified to have sump pump signals
report to Filter vendor PLCs
3) Sump pump signals will also travel to SCADA over
fiber optic cable.
4/2/2021
80
3/25/2021
D-1.17, S-1.61-
S1.62 & S -1.68
Per note 5 on D-1.17 the existing wall between filters 2 & 3 requires an opening length and
height of 12'x8'. The structural drawings show the length and height of these openings to be
12'x10' between filters 2-3, 4-5, & 6-7. Please confirm which opening size is correct.
4/1/2021
Dimensions shown on Structural Sheets are correct
(12'x10' wall openings). This will be updated in the
"For Construction" set.
4/2/2021
81
3/25/2021
M-3.67
Please provide structural details for the corrugated steel structure located at the OWRF
Reserviors.
4/1/2021
The corrugated steel structure is the Southeast canopy
from the MBR CCB which is being relocated above the
Reservoir Inlet Channel. A note will be added in the
"For Construction" set to clarify.
4/2/2021
82
3/25/2021
Specification
section 01300
Spec section 01300-1.4.B states the Engineer will return shop drawings with 35 days of receipt.
This duration is significantly higher than most projects and McCarthy would request that the
submittal review time frame be changed to 14 days.
4/1/2021
All recent projects for the City of Chandler (OWRF &
AWRF) have had the same review timeframe specified
(30 to 35 days) in the contract documents. Timeframe
specified shall remain the same. However, like any
previous projects, Wilson will strive to return shop
drawings in a timely manner and will expedite reviews
upon request.
4/2/2021
Page 461 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
83
3/25/2021
Spec 09920
Specification section 09920 refers to sewer coatings please advise on where exactly this will be
required. If the manhole is existing then please advise on the existing coating in order to
match.
4/1/2021
There are two new manholes that will require coating.
Refer to Sheet C-1.26 and C-3.25.
There is one connection to an existing manhole that
will require protective coating repair, see Sheet C-1.22.
Records show that coating of this existing manhole is T-
Lock except for the grade rings and the base which are
coated with Sauereisen 210 (CMAR to field verify).
4/2/2021
84
3/25/2021
Spec 09920
Please advise if Tnemec can be noted as an alternative coat spec 3.5. See the back up
documentation provided.
4/1/2021
Please refer to the City of Chandler List o Approved
Products (see attached to email sent 2021.04.02).
Tnemec is not listed and therefore is not acceptable.
Any of the coating systems listed will be acceptable.
Specification 09920 will be updated in the "For
Construction" set.
4/2/2021
85
3/29/2021
Spec 16161
Spec 16161 1.4 B lists approved control panel manufacturers. 1) Please remove Zak Controls
from the list. 2) Please advise if Prime Controls may be added as an approved panel
manufacturer.
4/1/2021
1) Zak Controls will be retained.
2) Prime Controls will be added to For Construction
specifications.
4/2/2021
86
3/29/2021
C-3.41 - C-3.46
Please confirm that the correct scale is 1"=40'0" and not 1"=20' as currently shown.
4/1/2021
These sheets were printed on 11"x17" PDF instead of
22"x34" PDF. The correct scale is 1"=20'. Scale off scale
provided in drawing (lower right).
This will be corrected in the "For Construction" set.
4/2/2021
87
3/29/2021
M-1.22
Will there need to be sliding supports for A line added to adjust for movement of the pipe?
4/1/2021
Sliding/fixed supports will be evaluated and shown in
the "For Construction" set. For cost estimation, please
use the attached saddle detail that will be required on
top of the pipe support type shown on S-1.22.
4/2/2021
88
3/30/2021
S-5
The General Structural Notes on section S-5 calls out a 20 psf superimposed dead load to be
applied to the building. If this is applied to the pre-engineered maintenance building then the
roof framing per Nucor erector would need to be changed to bar joists and have a standing
seam roof system instead of a screw down PBR roof. Please clarify if this is correct or if that 20
PSF would not apply for this building.
4/1/2021
Superimposed dead load (Pre-Engineered Metal
Building Note 2.02.B on Sheet S-5) will changed to
10psf in the "For Construction" set.
4/2/2021
89
3/29/2021
S-3.61
The diameter of the columns in the reservoir are 27 inches. This is not a standard size for
sonotube, but the next size up is 30 inches. Please confirm the column sizes may be increased
to a 30 inch diameter column in lieu of 27 inches as shown.
4/1/2021
CMAR may elect to pour 30" columns but at no cost
increase to the project.
4/2/2021
90
3/30/2021
I-3.31
Is the ball valve in line with the 16" RAS line or is that part of a flushing connection?
4/1/2021
The ball valve is part of the flushing connection. There
is a 2-inch pvc ball valve and a 2-inch SST ball valve
that are used in the drain line. This will be revised in
the "For Construction" set.
4/2/2021
91
3/30/2021
M-3.04
The drawing of the areation basins show metal pipe supports on the west side of the center
walkway but not on the east side. Will supports be required at all sides at areation basins 2A,
2B, and 2C?
4/1/2021
The pipe support as detailed in the Structural sheets
are required at all sides of all aeration basins (1A, 1B,
1C, 2A, 2B, 2C). The only exception is the north side of
aeration basin 2A where Detail 405 on Sheet M-7.04 is
called out.
4/2/2021
92
3/31/2021
Spec 14200 / A-
1.83
Specification section 14200 calls out for the crane to span 25 ft while the drawings scale out at
44'-4" please confirm which one is correct.
4/1/2021
Section 14200, paragraph 2.02 B. 3 should read: “Span:
approximately 44’-4”, length as required to span
between crane rails indicated on plans.”
This will be updated in the "For Construction" set.
4/2/2021
93
3/30/2021
A-1.82
On A-1.82 grid line 5-A on the exterior of the building an air compressor is shown in this
location. While on H-1.83 the evap cooler and heat pump unit is shown in the same location.
Sheet P-1.83 shows the air compressor located at 2-A. Please advice on which one is correct.
4/1/2021
HVAC drawings shall govern for the location of the
evap cooler, heat pump and air compressor.
Architectural drawings will be revised accordingly in
the "For Construction" set.
4/2/2021
Page 462 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
94
3/31/2021
E-3.36 & E-2.02
The Conduit Block Diagram on E-3.35 indicates that the main feeder conductors for MCC-449-
001/002 (conduits P449-101 & P449-200) are to be replaced. It is indicated that these
conductors are to be routed through existing conduits to the “Existing Main Switchgear”
however the location of the Main Switchgear is not identified. Please identify the specific
location and routing path to the “Existing Main Switchgear” so that accurate cable footages
can be included by all bidders.
4/1/2021
Main Switchgear location will be identified in the "For
Construction" drawings. Contractor to field verify
routing of wires to MCC-449-001 and MCC-449-002.
4/2/2021
95
3/31/2021
E-1.96
Drawing E-1.96 Conduit Block Diagram indicates conduits C2FA and C2FB to contain “3-#3/0
AWG & #3 GND” however, the panel being fed, LP-MT-100, is indicated to be a “3-Phase, 4-
Wire”. Should the conductors be changed to “4-#3/0 AWG & #3 GND” or should panel LP-MT-
100 be changed to “3-Phase, 3-Wire”?
4/1/2021
LP-MT-100 will be 3 Ph 4 Wire, Wire quantities will be
2 sets of 4-#3/0 AWG & #3 GND. Sheet E-1.96 will be
modified in the "For Construction" set.
4/2/2021
96
3/31/2021
E-1.96
The Conduit Block Diagram on drawing E-1.96 indicates 1” conduits to be routed from the
ECOM-MT panel to multiple Ethernet and Telephone port locations. As no conductors are
identified to be provided, it is understood that the cabling and Ethernet and Telephone jacks
will be furnished and installed by others (Owner’s communications contractor?). If this is not
correct and cable and jacks are to be furnished by the Electrical Contractor, provide
specifications for the cabling and jacks to be provided.
4/1/2021
Ethernet and telephone jacks and wiring shall be in the
Contractor's scope. Final details of wiring will be
provided in the "For Construction" set.
4/2/2021
97
3/31/2021
E-1.93 & 1.97
The Conduit Block Diagram on drawing E-1.97 shows conduit “PP1-02” to be routed to
“Grinder Bench” however a location for this “Grinder Bench” does not appear to be identified
on sheet E-1.93. Please advise where the bench grinder shall be located to estimate conduit
and conductor quantities.
4/1/2021
Install conduit from the lighting panel to nearest pull
box and label it for a future Grinder bench. Dedicate
circuit shown on lighting panel with a label. Wires
need not be installed.
4/2/2021
98
3/31/2021
E-1.92 & 1.97
The Conduit Block Diagram on drawing E-1.97 shows conduit “PP1-24” and “PP1-26” to
route to “UPS” units (per panel schedule PP-MT-100 these UPS units are “future”). Where are
these “future UPS” units to be located?
4/1/2021
These circuits are to be reserved for Future UPS inside
ECOM-MT-100.
4/2/2021
99
3/31/2021
E-1.94
The light fixture layout drawing on E-1.94 for the Maintenance Building, appears to be
missing a few local light switches for individual areas (i.e.: Tool storage Area 113, Men’s
and Women’s locker rooms and Restrooms, Office 104 and 105, Breakroom, Area 115
Open Storage). Should any additional local light switches be added? If yes, what specific
locations and quantities?
4/1/2021
Provide hand switches for each Locker room and
Restroom. Sheet E-1.94 will be modified in the "For
Construction" set
4/2/2021
100
3/31/2021
A-1.86
Architectural drawing A-1.86 appears to show the type “A” and “F” fixtures (35 qty) located
within the Maintenance Building (including mezzanine area) to be suspended. Per Section
16500-3.1.C suspended fixtures are to be connected by a length of “SO” cord to an individual
twist-lock receptacle, please confirm this requirement will be applicable to all 35 fixtures
4/1/2021
Yes, provide per specification 16500-3.1.C
4/2/2021
101
3/31/2021
S-3.44
Please confirm that the beam size and over hang length for the monorail girder at Ocotillo
WRF
4/1/2021
The over hang length for the monorail girder shall be
10'-0" beyond the north support columns. The beam
will be sized by the monorail manufacturer. These
requirements will be incorporated in the "For
Construction" set.
4/2/2021
102
3/31/2021
E-3.24, E-3.25, E-
3.37, I-3.32
There is a discrepancy in the Single-Line drawing for MCC-449-001/002 regarding the WAS
pumps. Per the Conduit Block Diagram on drawing E-3.37 and P&ID drawing I-3.32, WAS
Pumps PMP-449-165 and PMP-449-166 are to be fed from motor starter within MCC-449-
001/002.Single-line drawing E-3.24 & E-3.25 however do not indicate a motor starter in the
MCC for these pumps as they are connected straight to feeder breakers within the MCC.
4/1/2021
WAS pump shall be driven by a NEMA Size 2 Starter
inside the MCC. Sheets E-3.24 and e-3.25 will be edited
in the "For Construction" set.
4/2/2021
103
3/31/2021
E-3.20, E-3.24, E-
3.25
The Aeration Blower Schematic on drawing E-3.20 is indicated to be typical for blower BLR-449-
901,BLR-449-902, and BLR-449-903, and does not show a requirement for a “bypass
contactor”. Single-Line drawing E-3.25 for blowers BLR-449-902, and BLR-449-903 however
indicate “SSS/BC”, implying bypass contactors. Note Single-Line drawing E-3.24 for blower BLR-
449-901 does not indicate a bypass contactor. Are bypass contactors required for Aeration
Tank Blowers BLR-449-902, and BLR-449-903? If yes, should a bypass contactor also be added
for blower BLR-449-901 (drawing E-3.24)?
4/1/2021
The soft starter modules shall be provided with an
integral shorting contactor per specification 16482
section 2.7.
A physical bypass contactor is not required for these
blowers. Sheet E-2.5 will be edited in the "For
Construction" set.
4/2/2021
104
3/31/2021
E-3.04
On the Single-Line for Internal Mixed Liquor Pump PMP-419-006 (drawing E-3.04) there is a
capacitor shown on the “load” side of disconnect switch DSC-419-006 however a size
(KVAR) was not identified. What size capacitor is to be included for the bid?
4/1/2021
Coordinate with manufacturer for kVAR rating of
Capacitors for these pumps, provide per their
recommendation.
4/2/2021
Page 463 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
105
3/31/2021
D-1.14 & S-1.63
Please reference the attached photo of the existing filters 4&5. There is an existing overflow
trough that is not shown to be demolished. Should this trough remain in place? There is also
a new deck that is required to be installed on the existing wall between filters 4&5. The east
end of the deck will span over the overflow trough and up to the overflow box. Please provide
additional information for the connection of the deck to the east exterior wall of the filters.
4/1/2021
Trough shall be demolished. Detail for connecting
concrete walkway at overflow point where shown in
the reference photo will be shown in the "For
Construction" set.
4/2/2021
106
3/31/2021
D-1.14 & S-1.63
Please reference the attached photo of the existing platform above filters 2&3. The
demolition drawings do not show this platform to be removed. The structural drawings show
2 new platforms and a new concrete walkway in filters 2&3 which will conflict with this
existing platform. Please confirm this walkway is to be removed and should be part of the
demoltion scope.
4/1/2021
Platform shall be removed and will be shown in the
"For Construction" set. Contractor to confirm support
structures for existing equipment are not affected
prior to removal or platform.
4/2/2021
107
3/31/2021
D-1.14 & S-1.63
Please reference the attached photo of filter gates at AWRF. The demolition drawings require
these gates to be removed, but the structural drawings do not show replacement grating is
needed to fill the void at the gate locations. Please confirm that new grating should be
installed at these locations once the gates have been removed.
4/1/2021
New grating shall be installed in entirety on North-
South walkway from existing Filters 2 thru 7 after
removal of gates. This will be shown in the "For
Construction" set.
4/2/2021
108
3/31/2021
D-3.07 & D-3.08
Reference note 2 on D-3.07 & D-3.08 and section B on D-3.08. The demolition detail shows
that 2 feet of the deck is to remain in place and the rest of the wall at these locations should
be removed to the top of the deck. Due to the congested area the demo contractor needs to
remove the entire section of wall at these locations and then a 2 FT concrete beam would need
to be poured back. Please confirm this is acceptable and if so please provide a beam detail.
4/1/2021
Removal of the wall will be acceptable and new
column-walls with a beam to support the grating will
be required. Those details will be shown in the "For
Construction" set.
4/5/2021
109
3/31/2021
Specification
11310
Section 2.6 A. of specification 11310 Vertical Turbine Pump, references specification 09920
Coating Systems. Specification 09920 refers to the coating system for manholes. Please
confirm this was meant to reference Specification 09900 - Painting?
4/1/2021
Confirmed, Specification 09900-Painting was the
intended reference. This will be updated in the "For
Construction" set.
4/2/2021
110
3/31/2021
Specification
06600
Section 2.1 of specification 06600 - Fiberglass Fabrications, lists the accpetable manufacturers.
Please confirm if Enduro is an acceptable manufacturer for the Clarifier FRP components.
4/1/2021
Clarifier FRP components will fall under the Clarifier
Unit Responsibility and FRP manufacturer will be
acceptable as long as it meets Specification Section
06600 requirements.
4/2/2021
111
3/31/2021
Specification
113171
Section 2.4 F. 1. of specification 11317 - Positive Displacement Blowers, calls for a High
Enclosure Air Temperature Switch. Aerzen is recommending this not be included as the
enclosure fan is driven by the blower shaft so there is no mode of failure. When Aerzen has
provided these they are prone to nuisance shutdowns. Please confirm the high enclosure air
temperature switch is not required.
4/1/2021
High Enclosure Air Temperature Switch is not required.
4/2/2021
112
3/31/2021
Specificaiton
11317
Section 3.1 B requires (2) eight hour days of programming from the blower manufacturer.
Please confirm this service is not necessary as only gauges and switches will be supplied.
4/1/2021
Include service requirement as is.
4/2/2021
113
3/31/2021
Specification
16225
Section 2.2A.14 of specification 16225, requires bearing life to be rated at 100,000 hours
minimum. Bearing life for a motor on a belt drive is expected to be 60,000 hours. Please
confirm the requirement can be reduced to the 60,000 hours for the bearing on the Positive
Displacement Blower.
4/1/2021
Requirement shall be 100,000 hour life time.
4/2/2021
114
3/31/2021
Specification
16225
Section 2.7 of specification 16225, lists the accpetable manufacturers for motors. Please
confirm if WEG is an acceptable motor manufacturer?
4/1/2021
WEG is acceptable.
4/2/2021
115
3/31/2021
Specification
11335 and
Drawings M-3.4, M-
3.2, M-3.28
Specification section 11335 - Secondary Clarifier Mechanism describes the clarifier to include a
conventional skimmer design with a scum box at the periphery of the tank and a skimmer arm
with a hinged skimmer mechanism. Drawings M-3.4, M-3.2, and M-3.28 detail a full trough
skimmer arm with a scum box on the pepriphery of the tank. Please see attachment and
confirm if the intention is to have a skimmer design as shown on CSW801-01 GA or
conventional skimmer design as shown on drawing 100FT C4D Salitrillo-151.
4/1/2021
The specification 11335 description is correct, and the
relevant drawings will be updated in the "For
Construction" set to show the skimmer arm and
mechanism more clearly. The intention is to have the
conventional skimmer design as shown on drawing
100FT C4D Salitrillo-151.
4/2/2021
116
3/31/2021
Specification
11310
Section 2.4 D. 6. and 2.4 J. 2. Of specification section 11310 reference Specification 15050 and
15958 for design specification on resonant frequency. Specification section 15050 is the
general pipe specification and section 15958 was not provided. Please provide specifications
for resonant frequency.
4/1/2021
Refer to "Questions 116 & 117 Attachment" for
replacement of Sections 2.4.D.6 and 2.4.J.2
Specification 11310 will be updated in the "For
Construction" set.
4/2/2021
Page 464 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
117
3/31/2021
Specification
11310
Section 2.5 of specification 11310 includes the field quality control test level requirements for
performance, vibration, and noise testing. The requirements for each level of testing is not
shown. Please provide descriptions for testing requirements per level.
4/1/2021
Refer to "Questions 116 & 117 Attachment" for
replacement of Section 2.5
Specification 11310 will be updated in the "For
Construction" set.
4/2/2021
118
4/8/2021
A-3.83
The existing sludge blower building has acoustical panels inside but drawings don't show
acoustical paneling for the new sludge blower building, nor is there a spec section for
acoustical panels. Please confirm in acoustical panels will be requied for the new blower
building.
4/12/2021
Confirmed, acoustical panels are required for the new
blower building. See Specification 09511. This detail
will be shown in the "For Construction" set.
4/15/2021
119
4/8/2021
S-3.01 & S-3.02
The Aeration Basin drawings don't currently show support beams under the 2" grating where
the channel is widened. Please confirm if supports are needed at this location or if the grating
thickness needs to change to compensate for the span.
4/12/2021
The new concrete wall will have a recessed shelf angle
per Detail 3/S-11. The existing wall will need a post-
installed shelf angle per Detail 3/S-11. This will be
updated in the "For Construction" set.
4/15/2021
120
4/8/2021
S-3.87
Due to potential concrete corrosion, please confirm if concrete filled stair tread for the sludge
holding tank is correct.
4/12/2021
Stairs shall match existing aluminum stairs at Sludge
Holding Tanks 1 & 2. This will be reflected in the "For
Construction" set.
4/15/2021
121
4/12/2021
C-1.26, C-1.27
Call out #3 on C-1.26 shows a new 12" BW line to new sewer manhole running directly south
of the Filters Bldg. On C-1.27 the profile of this new 12" DIP line is shown. The invert info on
the 48" SE CCP is incorrect and per as-builts is at 1205.3. This closes the window of running a
new 12" DIP line connecting the new manhole to the Filters bldg. Installation of the new
manhole at the specified location isn't feasible either due to proximity of existing BWW 24"
DIP line. Please review these conflicts and discuss options of reverting back to 60% design.
4/12/2021
"04/15/2021:
This issue was discussed with McCarthy on 4/13/2021.
McCarthy is investigating Option 2A/2B (of pdf file
""BWW-12-DIP Routing"" provided by McCarthy) with
Disc Filter manufacturer.
04/20/2021:
Per discussion with McCarthy on 4/20/2021, the
connection of the BWW-12-DIP shall be on the west
side of the existing manhole, NOT to the exisitng FTW
line (which connects to the east side of the existing
manhole per field verification). Change of discharge
piping configuration shall be reviewed by the Disc
Filter manufacturer to ensure the backwash pumps do
not need to be upsized."
4/20/2021
122
4/12/2021
M-3.04
Please confirm that the NPW around the perimeter of the Aeration Basins is suppose to be
ductile iron pipe.
4/12/2021
Confirmed, NPW piping around the perimeter of the
Aeration Basins shall be ductile iron.
4/15/2021
123
4/12/2021
M-1.24
Please confirm that note 13 and note 8 are suppose to be different types of expansion joints.
4/12/2021
Confirmed. Air piping expansion joints located 6'
above grade or higher shall be of stainless steel type
per Specification Section 15120.2.1.C. All other air
piping expansion joints shall be of rubber type per
Specification Section 15120.2.1.B.
4/15/2021
124
4/12/2021
Spec 03 3000
Part 3.4-G
Spec section 03 3000 part 3.4-G calls for concrete temperatures at or below 80 degrees
farenheight during placement. Reginal suppliers will not guarantee to McCarthy placements at
80 degrees. ACI allows for temps up to 90 degrees and in many cirumstances, local tollerances
can reach up to 95 degrees farenheight in the Phoeni Metro area. Please confirm that a max of
90 degrees is acceptable.
4/12/2021
A maximum of 90 degrees is acceptable.
4/15/2021
125
4/12/2021
Spec 03 3000 &
GSN note 2.06
Discrepencies between concrete mixes have been noted between 03300 part 1.1-C, 03300 part
2.3-A and concrete mix table 2.06-A in general structure notes for the following items:
Location of mixes by PSI strength, PSI strengths, Air entrainment content/percentages,
water/cement ratios by mx and similar. Please confirm that the GSN table is to govern.
4/12/2021
GSN table shall govern. GSN and Spec will be
reconciled in the "For Construction" set.
4/15/2021
126
4/12/2021
Spec 03300 3.7
Conc Curing
Specification section 03300 3.7 Concrete Curing & Protection states that after concrete
placement is finished to "Start initial curing and keep continuously moist for not less than 72
hours." Can the use of curing compound be used for the inital curing method in place of wet
curing?
4/12/2021
Curing compound is acceptable.
4/15/2021
Page 465 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
127
4/12/2021
Spec 099000
Please confirm that the intent is not to recoat factory prefinished items as pumps, other
processed equiment, MCCs, HVACs and Electrical/Instrumentation Panels
4/12/2021
All factory coated items shall meet 09900 (unless
material is stainless steel, aluminum or galvanized). If
09900 requirements are not met, they will need to be
recoated per 09900.
4/15/2021
128
4/12/2021
C-3.92
M-3.67
CONFIRM ELEVATION OF NEW RW-48-DIP RUNNING FROM EXIST. CCB TO RESERVOIR
-PROFILE ON C-3.92 SHOWS INV. 1268
-MECHANICAL DRAWINGS SHOW INV 1274 AT THE NEW RESERVOIR
-OWRF AS-BUILTS SHOW EXISING RW LINE RUNNING FROM THE CCB TO
THE RWPS AT INV. 1274.
-OWRF AS-BUILTS ALSO SHOW CONFLICT WITH EXISTING RW-36-DIP PIPING
RUNNING E-W ON THE SOUTH SIDE OF THE CCB AT INV 1268
4/12/2021
The invert elevation shown on Profile C is incorrect
and should be 1174.0' throughout as shown on the
Mechanical Drawings. Pipe profile will be corrected for
the "For Construction" set.
4/15/2021
129
4/12/2021
S-3.02 Section 2
EX/BF/CLSM for 3 Columns at A-Basin
Is existing overhang self-supported? This will most likely be undermined during excavations of
columns.
Will CLSM backfill be required underneath overhang and if so to what extent?
What is the possibility of using a drilled pier in lieu of the proposed formed column?
4/12/2021
The existing overhang is self supporting. CLSM is not
necessary. Drilled piers cannot be used because of the
existing foundation.
4/15/2021
130
4/12/2021
Please clarify if Backflow Preventers are needed on all Potable water lines. Confirm if these will
be required or not.
4/12/2021
Potable water lines dedicated to fire protection
systems at the OWRF new SHT Blower Building and
AWRF Maintenance Building are to be equipped with
City of Chandler Standard Detail FD-144 - Fire Sprinkler
Riser w/ Backflow Preventer (Approved by Fire
Marshal Only). All other potable water lines shall be
equipped with City of Chandler Standard C-311 -
Reduced Pressure-Principle Backflow Prevention
Assembly Installation - 3" and Under. Drawings will be
adjusted to show this in the "For Construction"
submittal.
4/15/2021
131
4/13/2021
Specification
11217
Section 2.1 A calls for the sample pump to be Model J+ Goulds pump. This specific model
does not meet the specification. Please confirm this is the correct model. Pump Data has
been attached for reference.
4/14/2021
This is the correct model, pump criteria will be
corrected in Specification 11217 Sample Pumps for the
"For Construction" Set.
4/15/2021
132
4/13/2021
S-3.01 & S-3.02
The west wall of the aeration basin shows (35) 6 inch cores are to be installed to allow for the
new wall to be placed and vibrated. We would like to propose that the new slab be
lengthened from 3' to 3'6". By increasing the slab length by 6 inches this will allow the new
12" wall to still be 6 inches under the existing deck and extend 6 inches west of the existing
deck. This would remove the requirement to core 33 of the 35 six inch cores, the existing
handrail could remain in place and the new wall could be poured to the same elevation of the
existing deck which would leave a better finish. Please confirm this is acceptable.
4/14/2021
This will not be acceptable. The original design shall be
followed per sheets S-3.01 & S-3.02 as shown.
4/15/2021
133
4/13/2021
D-1.15&1.16, S-
1.61/1.62 &
S-1.67
The demolition drawings show to sawcut a 5'x8' opening for the new effluent channel on the
east side of the AWRF filters. S-1.67 shows the sawcut opening as 2 different sizes. Section
one shows the opening to be 6'x8' adn section 2 shows the opening to be 5'x8'. Sheets S-
1.61/1.62 shows the walls passing through the new sawcut openings which would need to be
6' wide. If the new walls are to pass through the new sawcut openings should the height of
the openings match the height of the tall walls as shown on section 2 on S-1.67 for a TOW
elevation of 1223.58. Please confirm the sawcut openings at each location.
4/13/2021
Typical sawcut opening (shown on Section D, Sheet D-
1.15) shall be 6’W x 8’H at all sections for new effluent
channel. Top of new wall elevations vary between
1218.51’ (effluent weir), 1223.58’ (East wall of each
Pump Gallery), and 1224.58' (wall inside existing ‘twin’
grouted wash-water channels).
4/16/2021
134
4/14/2021
Specification
11285
Please Confirm if one set of stop logs are required for each guide frame. This would apply to
the set of stop logs at the OWRF Anoxic Effluent channel, Splitter Box, Filter stop logs, and
Chlorine Contact Basin stop logs.
4/14/2021
Yes, each guide frame shall have its own set of stop
logs.
4/15/2021
135
4/14/2021
Specification
11285
Section 2.2 D.3.a. of specification 11285 states, "Each stop log shall be outfitted with a
continuous resilient lip seal along the botttom and both sides to restrict leakage in accordance
with the requirements listed in the specification." When stating "both sides" is that referring
to the back and front of stop logs or left and right side of the stop log. Please see attachment,
additional notes sheet, note number 11.
4/14/2021
The specification refers to the left and right side. The
design intent is to have both seating and unseating
heads as specified in the schedule.
4/15/2021
136
4/14/2021
15290-3
Confirm there should be insulation requirements are used for the ductwork connected to the
heat pump supply and return.
4/16/2021
There shall be insulation for the package heat pump
system (supply / return ductwork) that serves the
office/restroom areas.
4/20/2021
Page 466 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
137
4/14/2021
15290-3
1.7B Acoustic Duct Insulation note 2 a - Please confirm if the ductwork from the evaporative
cooler should be lined.
4/16/2021
No duct insulation is required for the evaporative
cooler ductwork.
4/20/2021
138
4/16/2021
When the existing aeration basin diffuser piping is removed can the stainless steel anchor
bolts for the supports be cut off flush and left as is without doing any patching.
4/16/2021
The stainless steel anchors shall be cut flush, leaving
the ends exposed. Then, coat with 4”x4” per anchor
end with Sikagard 62.
4/20/2021
139
4/16/2021
M-3.04
Sheet M3.04 calls out for 3” DIP for the NPW piping please confirm whether or not this can be
changed to 4” DIP.
4/16/2021
Confirmed. 4" DIP may be used in lieu of 3" DIP.
4/16/2021
140
4/20/2021
See attached PDF
Titled - OWRF
Filter Elevations
Ocotillo As-builts from 1984 indicate top of slab elevation at 1177.69. Sheet S-3.47 in the 90%
docs indicate 1179.10. Please confirm which elevation is correct. If the 1984 elevation is
correct, do the new Disc Filters need to be lowered by 1.41ft or is whats currently drawn
correct?
4/21/2021
The vertical datum for the OWRF was changed
multiple times since it was originally built in 1984.
Please refer to Survey Notes on Partial Site Plans and
Partial Yard Piping Plans (i.e. Sheets C-3.05, C-3.25).
Elevations shown in this drawing set are based on best
available information (see Survey Note 1). CMAR shall
provide location and elevation confirmations per
Survey Notes 2 and 3.
4/29/2021
141
4/20/2021
See attached PDF
Titled - OWRF
Filter Manhole
Ocotillo - Disc Filters - Per the attached document. Would it be acceptable to flip the 03", 04",
& 10" Lines 180degrees so that the new proposed manhole avoids any conflict with the
existing electrical/communication manholes?
4/21/2021
From available Navisworks AsBuilts, it appears that the
manhole location proposed by CMAR would conflict
with an existing electrical ductbank. New manhole
location shall remain as shown on the Agency Review
set.
4/29/2021
142
4/20/2021
01010 - 1.1 A. 2. f. Please update to say filters 1 & 2 to match drawings.
4/21/2021
This comment was already addressed in the Agency
Review set.
4/29/2021
143
4/20/2021
01010 - 1.1 A. 3. c. Please delete since Contractor is only responsible for dust control, SWPPP, Trailer, and FAA
Obstruction Clearance.
4/21/2021
Contractor shall indicate permits they are responsible
for. Specification language shall remain.
4/29/2021
144
4/20/2021
01010 - 1.7 C
Insert "When possible" at the beginning of this item. "The CONTRACTOR shall connect to
existing utilities without disrupting or interrupting the operation of the services of the existing
utilities."
4/21/2021
These items will be discussed with the OWNER,
ENGINEER on a case by case basis. Specification
language shall remain.
4/29/2021
145
4/20/2021
01012 - 1.2
Process, solids and washdown water will be reintroduced into the process unless specified
otherwise instead of offsite disposal. All grit removed from anoxic basin at OWRF to be hauled
off by COC.
4/21/2021
CMAR shall confirm with COC if acceptable, on a case
by case basis. For grit disposal, see response to
Question 186.
4/29/2021
146
4/20/2021
01012 - 1.2 B. 10
Please update to say when possible City will make initial break and flush lines prior to
Contractors work
4/21/2021
These items will be discussed with the OWNER,
ENGINEER on a case by case basis. Specification
language shall remain.
4/29/2021
147
4/20/2021
01012 - 1.2 B. 16
Delete "No additional compensaton will be made for work that may be needed during after
hours or on weekends." and replace with "CONTRACTOR will account for after hours or
weekend work as needed to minimize disruption to normal operation."
4/21/2021
No additional compensation outside of what is
included in the GMP shall be accepted. Contractor
needs to bid the work per the specifications.
Specification language shall remain.
4/29/2021
148
4/20/2021
01012 - 1.3 A. 1
We would like to request the review time be changed from 30 days prior to 21 days prior since
we have already been discussing/reviewing most of these MOPO plans.
4/21/2021
All recent projects for the City of Chandler (OWRF &
AWRF) have had the same review timeframe specified
(30 to 35 days) in the contract documents. Timeframe
specified shall remain the same. However, like any
previous projects, Wilson will respond in a timely
manner.
4/29/2021
149
4/20/2021
01012 - 1.3 A. 6
Add verbiage to allow designated McCarthy personnel operate switches and breakers on the
Owner's behalf with written consent "Shutdown of Electrical Systems: CONTRACTOR shall lock
out and tag circuit breakers and switches operated by the OWNER, or may operate switches
and breakers with written permission from the OWNER, and check cables and wires to be sure
that they are de-energized to ground potential before Work begins. Upon completion of the
Work, CONTRACTOR shall remove the locks and tags and notify the ENGINEER that the
facilities are available for use."
4/21/2021
OWNER will operate all existing equipment. However,
these items will be discussed with the OWNER,
ENGINEER on a case by case basis. Specification
language shall remain.
4/29/2021
150
4/20/2021
01500 - 3.1
Delete requirement for security and responsibility for Owner's property and other private
property. - GMP does not include any security guards and we cannot be responsible for
Owner's property where we aren't working. Security is interpreted as fencing and a locked
gate.
4/21/2021
This comment was already addressed in the Agency
Review set.
4/29/2021
Page 467 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
151
4/20/2021
01650 - 2.1 A. 2
Specify which systems require metalurgical tests and accelerometer recordings during
shipment - GMP currently includes neither of these requirements for any systems.
4/21/2021
This comment was already addressed in the Agency
Review set.
4/29/2021
152
4/20/2021
01650 - 2.1 B. 3
Remove reference to 75% of Contract amount. - Billing for startup and testing will be as
established in the project Schedule of Values. Most vendors require payment at or in excess of
75% upon receipt of approved goods.
4/21/2021
Specification language is standard and shall remain.
4/29/2021
153
4/20/2021
01650 - 3.8 A
Revise to reflect Owner's actual preferences. Better to delete training at bid time than to try to
get a credit later. Provide list to Owner for review of what is required/desired
4/21/2021
This comment was already addressed in the Agency
Review set.
4/29/2021
154
4/20/2021
01715 - 3.3
Hydrostatic testing of existing structures where new additions occurred will only be visual at
the interfaces between new and existing - Contractor cannot be held responsible for condition
of existing structures.
4/21/2021
Existing structures shall be visually inspected prior to
connection to new structures to document condition.
Connections between existing and new structures shall
be inspected and compared to prior condition. These
items will be discussed with the OWNER, ENGINEER on
a case by case basis. Specification language shall
remain.
4/29/2021
155
4/20/2021
01715 - 3.3. J. 2
Test measurements are required every 12 hours - We would like this included as every 24
hours.
4/21/2021
Test measurement requirements stated in this
specification shall remain. These items will be
discussed with the OWNER, ENGINEER on a case by
case basis for review and approval from the City and
Engineer.
4/29/2021
156
4/20/2021
01800 - Equip
Sched.
Delete references to Disc Filter Unit 6 and appurtenances at AWRF - Only five (5) filters are
included in GMP for AWRF
4/21/2021
Design will include 6 filters at AWRF. Construction is
for five filters at this time. Specification language shall
remain.
4/29/2021
157
4/20/2021
15050 - 3.4 A. 4
Specification states "Piping larger than 24" cleaned manually or with a cleaning ball or swab" -
In lieu of using swab or cleaning ball, line will be flushed prior to final connection.
4/21/2021
This comment was already addressed in the Agency
Review set.
4/29/2021
158
4/20/2021
15051 - 3.4 D. 1
A pressure test also accounts for leakage - why are these specified as two separate tests? Only
a pressure test or a leakage test will be conducted depending upon piping system.
4/21/2021
Test requirements stated in this specification shall
remain. These items will be discussed with the OWNER
and ENGINEER on a case by case basis for review and
approval.
4/29/2021
159
4/20/2021
15052- 3.4 D. 1
Leakage testing to be performed after pressure test - Delete requirement; see 3.1 B 1.
A pressure test also accounts for leakage - why are these specified as two separate tests? Only
a pressure test or a leakage test will be conducted depending upon piping system.
4/21/2021
See response to Question 158
4/29/2021
160
4/20/2021
16161 - 2.1 D. 1
Other places in the spec call for black background with white lettering, this calls for white back
ground with black lettering. Please confirm/advise if this is intended to be different from
other identification requirements in the spec.
4/21/2021
Provide per specification 16161 2.1.D.1
4/29/2021
161
4/20/2021
17452/17454/174
56
Please elaborate on nuances with existing Foxboro equipment and any specific requirements
with integrating new eqiupment with the existing system.
4/21/2021
1) At AWRF new hardwired connections (Influent gate
actuators, Filter sump pumps) to plant Foxboro DCS
cabinets shall be integrated into SCADA via the
Wonderware platform. The new signals shall be
integrated into the SCADA to meet all requirements of
the Control Description Specification 17454. For
AWRF, Contractor shall hire system integrator holding
relevant experience in Foxboro systems.
2) Specifications 17452 and 17456 deal with PLCs. PLCs
are not part of a Foxboro DCS system. 17451, 17452,
17456. 17461 are for modifications to OWRF Modicon
PLCs and programming of the same.
4/29/2021
162
4/20/2021
1300-1.1A
Please update this section to state that all submittals are to be transmitted electronically
utilizing the software agreed upon by the team. No costs for printing submittals will be
included in the GMP 2 package.
4/21/2021
b. Specifications 17452 and 17456 deal with PLCs.
PLCs are not part of a Foxboro DCS system. 17451,
17452, 17456. 17461 are for modifications to OWRF
Modicon PLCs and programming of the same.
4/29/2021
Page 468 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
163
4/20/2021
01300-1.4.A
No hardcopies will be submitted and all docuements will be generated utilizing Bluebeam
which is compatible with Adobe
4/21/2021
See response to Question 162.
4/29/2021
164
4/20/2021
01300-1.6.A,B,C &
D
Please remove this requirement to track ALL materials and equipment as the project team will
utilize the CPM schedule to track and update status for large equipment, but smaller material
invoices will be provided as needed for backup to the Owner's pay application for a specific
dollar value agreed to by the project team. If this requirement cannot be removed we will
need to add a full time position to track ALL materials as requested and the cost would be
significant to the project value
4/21/2021
Specification language is standard and shall remain.
Contractor will be required to supply all
backup/invoices for major subs and suppliers with the
Pay App and Wilson will ask for smaller material
invoices on a case by case basis. Major procurement
items shall be tracked in the CPM schedule.
4/29/2021
165
4/20/2021
01300-1.10.A
Daily reports will be entered into Procore by the project team. Engineer will be provided
access or reports can be sent on a weekly or monthly basis.
4/21/2021
Daily Reports will need to be furnished to the Engineer
daily via email by 9:00am the following day after
activities take place. Contractor and Engineer shall
agree on the format prior to start of work.
4/29/2021
166
4/20/2021
01300-1.15.D
No hard copies will be provided for submittals, O&Ms, etc. All submittal documentation will be
provided electronically.
4/21/2021
See response to Question 158
4/29/2021
167
4/20/2021
01310 Progress
Schedules
Please update the specifications to accept electronic copies of the CPM schedule as the
following items are not usually provided: 24x36 inch prints, floppy disk data, mylar copies, etc.
4/21/2021
Specification will be updated in the "For Construction"
set but the requirement for hard copies per response
to Question 158 shall remain.
4/29/2021
168
4/20/2021
01380 - 1.1.B
Please modify to state that photos will be provided electronically and filed in a digital folder
specific to the corresponding site and structure/area. The name of the photo will not be
modified with a description, date, job title, location or station, and direction of view.
StructionSite will also be provide to show progress updates of the areas. A professional
photographer will not be provided except for final photos and aerial photos.
4/21/2021
Photos can be provided electronically on thumb drive
with each pay app as required by the City's Contract.
However, the photos shall be named in accordance
with Specification requirements.
4/29/2021
169
4/20/2021
01380 - 1.2
Modify to state that digital photos will be provided electronically through box or Procore and
please remove D as no photo prints will be provided.
4/21/2021
Specification will be updated in the "For Construction"
set.
4/29/2021
170
4/20/2021
01400 - 1.6 &
01451 1.1.B
These sections contradict each other. Please confirm all testing will be paid furnished by
Owner and CMAR shall carry any additional testing for QC purposes
4/21/2021
Contractor shall conduct testing per Specifications for
the QC purposes. OWNER will conduct testing for QA
purposes as indicated in Specification 01451.
4/29/2021
171
4/20/2021
01500-3.1
Contractor will not be modifying or adding any gates or accesses and will secure facility when
leaving the site. Contractor is not providing security for the projects.
4/21/2021
See response to Question 150.
4/29/2021
172
4/20/2021
01500-D.2
A 24'x60' trailer will be provided at the AWRF facility and will include a conference area, and
offices with a window. Please confirm what furnishings will actually be needed as the list in
the specification has not been included with all requests to save budget for the Owner.
4/21/2021
Furnishings will be needed and Wilson field staff will
coordinate with McCarthy team to come up with a
final list of items needed for the project.
4/29/2021
173
4/20/2021
01500-E
Pest control has not been included
4/21/2021
Pest control will not be needed unless pest are
encountered in the office spaces. If pests are
encountered, McCarthy shall be responsible for pest
mitigation.
4/29/2021
174
4/20/2021
01660-1.4.B
Field and test data will be provided electronically
4/21/2021
Specification will be updated to require test data to be
provided in accordance to Specification Section
01300.1.4.A. (electronically and one hard copy).
4/29/2021
175
4/20/2021
01700-1.3.10
Please modify to state electronic versions of the trainings are to be provided as video tapes are
not utilized anymore
4/21/2021
Specification will be updated to require training videos
to be submitted on two (2) external hard drives.
4/29/2021
176
4/20/2021
01715-1.1B
Please modify to state AWRF Disc Filters 2-7
4/21/2021
This is for Disc Filters 1 through 6 which will be
installed in Filter Basins 2 through 7. Specification
language shall remain.
4/29/2021
177
4/20/2021
01715-3.3B.3
Due to the time constraint at the Anoxic/Aeration/RAS/WAS PS please confirm that testing of
the gates, valves, etc will not be required, but a visual test can be completed as the structures
are brought back online
4/21/2021
Testing required as indicated in the Specifications.
These items will be discussed with the OWNER and
ENGINEER on a case by case basis for review and
approval.
4/29/2021
178
4/20/2021
01715-I.1
Please confirm that a 5 gallon bucket can be utilized for the "Open-topped container"
4/21/2021
Confirmed.
4/29/2021
179
4/20/2021
01715-J.5
Please remove this section as the structures that will be tested will be so large that a test
container will not be able to be provided to fulfill this requirement.
4/21/2021
Testing required as indicated in the Specifications.
These items will be discussed with the OWNER and
ENGINEER on a case by case basis for review and
approval.
4/29/2021
Page 469 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
180
4/20/2021
01720-C.2
Please modify to all documentation will be stored electronically and will be provided upon
request.
4/21/2021
A hard copy of the drawing and specifications shall be
kept onsite for City inspector use. Other
documentation such as As-Builts, RFIs, Submittals,
etc., shall be kept electronically.
181
4/20/2021
01720-F.3
Pricing has not been included to modify all CAD/Revit files to match the asbuilt locations.
Please delete section or modify to state that all asbuilts may be provided in PDF format.
4/21/2021
Specification refers to supplemental drawings, not the
original CAD drawings. Specification language shall
remain.
4/29/2021
182
4/20/2021
01730-D.4
Please modify to state that O&Ms can be provided in electronic format.
4/21/2021
See response to Question 158
4/29/2021
183
4/20/2021
02050-1.3.2
Please remove as demolition will not require any preventative maintenance information
4/21/2021
Specification will be updated in the "For Construction"
set.
4/29/2021
184
4/21/2021
Is 42” depth acceptable as that is the standard depth for pallet storage racks vs the 48” called
out on the drawing A-1.82?
4/21/2021
This option will be evaluated and, if acceptable, will be
included in the "For Construction" set.
4/29/2021
185
4/21/2021
At the entry way into the storage room there are two 4x6x10 racks (one on each side of
doorway). Would one 12’ long rack be ok in lieu of an 8’ and a 6’? This would be a better
layout for pallet storage.
4/21/2021
This option will be evaluated and, if acceptable, will be
included in the "For Construction" set.
4/29/2021
186
4/21/2021
At the Anoxic/Aeration Basin at OWRF a grit/basin clean up of it is assumed 4 feet of grit clean
up at the bottom of the basins.
4/21/2021
4' is an estimate. However, actual grit quantity may
vary and shall need to be removed entirely. Provide
unit cost for removal.
4/29/2021
187
4/21/2021
13300
Please advise if Campana for the PEMB is a viable "or equal".
4/21/2021
Architect is not familiar with this manufacturer. CMAR
shall submit product data and a substantiation of the
alternate, including evidence of satisfactory
installations of similar products, for review and
approval.
4/29/2021
188
4/21/2021
11217 - Sample
Pumps
11310 - Vertical
Turbine Pumps
11311.1 -
Submersible
Pumps for Dry Pit
Application
11314 - End
Suction Centrifugal
Pumps
Please confirm anchorage calculations for pump installation are not required.
4/21/2021
Provide anchorage per specifications.
4/29/2021
189
4/21/2021
Specification
11221
Section 1.1 B in specification 11221 Hyperbolic Mixers and Accessories requires the existing
mixer base plates to be reused. Please confirm the existing Hyperbolic Mixer bases must be
reused.
4/21/2021
Existing mixer metal base shall not be reused. The
existing concrete equipment pad shall be reused with
some modifications that will be included in the "For
Construction" set.
4/29/2021
190
4/21/2021
When the AWRF filter underdrains and grout are removed, we are assuming that the structural
slab finish will be rough. The drawings do not address any modifications to the finish of the
slab. Please provide direction for finishes and repairs that will be required.
4/21/2021
Structural slab is expected to be smooth. Underdrain
anchors shall be cut and patched per the same
requirements described in response to Question 138.
4/29/2021
191
4/21/2021
03100-3.7.A.1
Stripping of forms vary per situation. Please confirm that all vertical surfaces can be stripped
within 12 hours of placing concrete. This would apply to all slabs, decks beam edges, and
walls. All horizontal shoring for decks and beams will remain in place until design strength has
been achieved.
4/21/2021
All vertical surface should follow the specification
schedule. Contractor shall submit a concrete
placement schedule by placement (Slabs, walls, etc.),
and Wilson/NSB will evaluate how the spec is to be
enforced (based on temperature, type of build, etc.)
4/29/2021
192
4/21/2021
03300-1.1.C
Due to the schedule requirements for the AWRF filters a concrete trial batch cannot be
provided in time to meet the pour dates required. In reviewing the specifications for 23rd Ave
it looks like the "Type 3" 5,000 PSI concrete is very similar to the Class "A" 5,000 PSI concrete.
Please confirm it is acceptable to utlize the same mix provided by Cemex at 23rd Ave for the
AWRF Filters until a trial batch can be provided and approved.
4/21/2021
Utilizing the same mix by Cemex at 23rd Ave is
acceptable for the AWRF Filters. McCarthy shall
provide a break history on this mix (and any other
future mixes to be used) for review and approval.
4/27/2021
Page 470 of 501
Chandler WRF 90% GMP 2
Question and Answer Log
Number
Date
Spec/Drawing
Question
Received by
Wilson on
Wilson Response
Wilson Response Date
193
4/27/2021
At 60% the CJ’s at the Reservoir were laid out per the specifications, at GMP the CJ location
has changed from the specifications. Attached is the drawing in Green show what the
documents callout and the blue what McCarthy would propose. Please confirm if this is
acceptable.
4/27/2021
The CJs will have to be as shown on the drawings. This
doesn’t deviate from the spec in the sense that
03251.3.2.B. notes that “Locate and install
construction joints as shown.” Also, please note that
the CJs will have to go all the way to the slab edge,
which will be shown in the “For Construction” set.
Please see markups from NSB, attached.
Page 471 of 501
Activity ID
Activity Name
Orig
Dur
Start
Finish
Chandler Wa
Chandler Water Reclamation Facility Improvements
927
06-Jan-20 A
25-Aug-23
Overview
Overview
927
06-Jan-20 A
25-Aug-23
Summary
Summary
547
01-Jun-21 A
28-Jul-23
SUM-DUR-B
Construction (Work Days)
547
01-Jun-21 A
28-Jul-23
SUM-DUR-A
Construction (Calendar Days)
786
01-Jun-21 A
28-Jul-23
Project Summa
Project Summary (Work Days)
575
13-May-20 A
25-Aug-23
O-SUM-325
Summary - Design (Work Days)
44
13-May-20 A 24-Mar-21 A
O-SUM-285
Summary - Preconstruction (Work Days)
0
24-Jul-20 A
20-Jul-21
O-SUM-295
Summary - AWRF Construction (Work Days)
337
20-Jul-21
14-Nov-22
O-SUM-305
Summary - OWRF Construction (Work Days)
483
20-Jul-21
13-Jun-23
O-SUM-275
Critical OWRF Plant Shutdown (Work Days)
44
09-Mar-22
09-May-22
O-SUM-315
Summary - Project Close-out (Work Days)
44
26-Jun-23
25-Aug-23
Project Summa
Project Summary (Calendar Days)
827
13-May-20 A
25-Aug-23
O-SUM-335
Summary - Design (Calendar Days)
44
13-May-20 A 24-Mar-21 A
O-SUM-345
Summary - Preconstruction (Calendar Days)
0
24-Jul-20 A
20-Jul-21
O-SUM-365
Summary - AWRF Construction (Calendar Days)
483
20-Jul-21
14-Nov-22
O-SUM-355
Summary - OWRF Construction (Calendar Days)
673
10-Aug-21
13-Jun-23
O-SUM-375
Critical OWRF Plant Shutdown (Calendar Days)
62
09-Mar-22
09-May-22
O-SU-385
Summary - Project Close-out (Calendar Days)
106
12-May-23
25-Aug-23
Milestones
Milestones
927
06-Jan-20 A
25-Aug-23
MIL-100
*Milestone: Project Award
0
06-Jan-20 A
MIL-110
*Milestone: 30% Design Documents Complete
0
24-Jun-20 A
MIL-140
*Milestone: 60% Design Documents Complete
0
11-Nov-20 A
MIL-160
*Milestone: GMP-1 NTP - Early Procurement Release
0
01-Mar-21 A
MIL-150
*Milestone: 90% Design Documents Complete
0
15-Mar-21 A
MIL-190
*Milestone: GMP-1 Full NTP / AWRF Filters 1-8 Demo / Construction Start
0
01-Jun-21 A
MIL-180
*Milestone: 100% Documents Complete
0
21-Jun-21*
MIL-120
*Milestone: GMP 2 NTP / Construction Start
0
20-Jul-21*
MIL-230
*Milestone: Start Secondary Clarifier Construction
0
17-Aug-21
MIL-170
*Milestone: GMP 1 Substantial Completion (11/3/21)
0
14-Dec-21*
A-FIL-SU-255
*Milestone: Filters Complete / Start Ocotillo Shutdown
0
08-Mar-22
A-FIL-SU-265
*Milestone: Anoxic / A - Basins Complete
0
09-May-22*
MIL-130
*Milestone: Construction Complete / Substantial Completion
0
28-Jul-23*
PRJ-CLS-1050
*Milestone: Final Completion
0
25-Aug-23
Preconstruct
Preconstruction
325
13-May-20 A
17-Aug-21
Contracts
Contracts
152
01-Mar-21 A
16-Aug-21
GMP #2 - Cha
GMP #2 - Change Order
20
20-Jul-21
16-Aug-21
Procurement
Procurement
362
09-Mar-21 A
14-Jun-22
Procurement
Procurement GMP2 (3/19/21)
257
12-May-21 A
25-Apr-22
Construction
Construction
516
01-Jun-21 A
13-Jun-23
AWRF
AWRF
425
01-Jun-21 A
03-Feb-23
Site
Site
25
20-Jul-21
23-Aug-21
Blower Facilities
Blower Facilities
377
10-Aug-21
03-Feb-23
Aeration Basins
Aeration Basins
230
20-Jul-21
14-Jun-22
Filters
Filters
214
01-Jun-21 A
05-Apr-22
J
July
A
S
O
N
D
J
F
M
A
May
J
July
A
S
O
N
D
J
F
M
A
May
J
July
A
S
O
2021
2022
2023
Construction (
Construction (
Design (Work Days)
Summary - Preconstruction (Work Days)
Summary - AWRF Construction (Work Days)
Summary - OWRF Co
Critical OWRF Plant Shutdown (Work Days)
Summary
Design (Calendar Days)
Summary - Preconstruction (Calendar Days)
Summary - AWRF Construction (Calendar Days)
Summary - OWRF Co
Critical OWRF Plant Shutdown (Calendar Days)
Summary
s Complete
P-1 NTP - Early Procurement Release
0% Design Documents Complete
*Milestone: GMP-1 Full NTP / AWRF Filters 1-8 Demo / Construction Start
*Milestone: 100% Documents Complete
*Milestone: GMP 2 NTP / Construction Start
*Milestone: Start Secondary Clarifier Construction
*Milestone: GMP 1 Substantial Completion (11/3/21)
*Milestone: Filters Complete / Start Ocotillo Shutdown
*Milestone: Anoxic / A - Basins Complete
*Milestone: Co
*Mileston
Run Date - 18-Jun-21
Start Date - 06-Jan-20
Finish Date - 25-Aug-23
Data Date - 21-Jun-21
Remaining Level of Effort
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Chandler Water Reclamation Facility Improvements
00 - City Summary
1 of 2
Page 472 of 501
Activity ID
Activity Name
Orig
Dur
Start
Finish
Maintenance Bld
Maintenance Bldg
267
27-Oct-21
14-Nov-22
OWRF
OWRF
483
20-Jul-21
13-Jun-23
Site
Site
345
20-Jul-21
28-Nov-22
Anoxic Basins
Anoxic Basins
199
27-Oct-21
09-Aug-22
Aeration Basin
Aeration Basin
231
20-Jul-21
15-Jun-22
Splitter Box
Splitter Box
151
02-May-22
05-Dec-22
Secondary Clari
Secondary Clarifiers
405
17-Aug-21
22-Mar-23
Filters
Filters
278
10-May-22
13-Jun-23
RAS / WAS Pum
RAS / WAS Pump Station
76
09-Mar-22
23-Jun-22
Chlorine Contac
Chlorine Contact Basin
75
15-Apr-22
01-Aug-22
Reclaimed Wate
Reclaimed Water Storage
337
10-Aug-21
07-Dec-22
Existing Reclaim
Existing Reclaimed Water Storage
331
10-Aug-21
29-Nov-22
Close Out / P
Close Out / Project Completion
74
12-May-23
25-Aug-23
J
July
A
S
O
N
D
J
F
M
A
May
J
July
A
S
O
N
D
J
F
M
A
May
J
July
A
S
O
2021
2022
2023
Run Date - 18-Jun-21
Start Date - 06-Jan-20
Finish Date - 25-Aug-23
Data Date - 21-Jun-21
Remaining Level of Effort
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Chandler Water Reclamation Facility Improvements
00 - City Summary
2 of 2
Page 473 of 501
City of Chandler Water Reclamation Facility Improvements Project
List of GMP Plans and Specifications
GMP 2 Specifications
Specification Section
# Pages
Date Issued
Section 01010- Summary of Work
5
March 2021
Section 01012- Plant Operation During Construction
16
March 2021
Section 01013- Engineering Services
2
March 2021
Section 01040- Coordination
2
March 2021
Section 01050- Field Engineering/Surveying
1
March 2021
Section 01090- Reference Standards/Abbreviations
9
March 2021
Section 01201- Preconstruction Conference
2
March 2021
Section 01202- Progress Meetings
2
March 2021
Section 01300- Submittals
60
March 2021
Section 01310- Progress Schedule
10
March 2021
Section 01380- Construction Photographs
3
March 2021
Section 01400- Quality Control
2
March 2021
Section 01410- Testing
1
March 2021
Section 01412- Stormwater Pollution Prevention Plan and Permit
3
March 2021
Section 01414- Earthmoving and Dust Control
2
March 2021
Section 01451- Testing Laboratory Services Furnished by Owner
3
March 2021
Section 01500- Construction Facilities and Temporary Controls
12
March 2021
Section 01640- Materials and Equipment
5
March 2021
Section 01650- Starting of Systems
9
March 2021
Section 01660- Field Tests of Equipment
3
March 2021
Section 01700- Contract Closeout
2
March 2021
Section 01710- Cleaning
3
March 2021
Section 01715- Testing of Hydraulic Structures
7
March 2021
Section 01720- Record Documents
4
March 2021
Section 01730- Operation and Maintenance Data
4
March 2021
Section 01750- Spare Parts and Maintenance Materials
2
March 2021
Section 01800- Equipment Schedule
20
March 2021
Section 01821- Instruction of Operations and Maintenance Personnel
6
March 2021
Section 02050- Demolitions
9
March 2021
Section 02100- Site Preparation
5
March 2021
Section 02150- Shoring
3
March 2021
Section 02315- Earthwork, Excavation, and Backfill
21
March 2021
Section 02318- Crushed Stone, Gravel, and Decomposed Granite
3
March 2021
Page 474 of 501
Section 02319- Riprap
3
March 2021
Section 02371- Filter Fabric for Riprap Channels
4
March 2021
Section 02500- Asphalt Pavement
3
March 2021
Section 02580- Pavement Markings
3
March 2021
Section 02751- Portland Cement Concrete Paving
6
March 2021
Section 03100- Concrete Formwork
9
March 2021
Section 03200- Concrete Reinforcement
8
March 2021
Section 03251- Concrete Joints
11
March 2021
Section 03300- Cast-In-Place Concrete
23
March 2021
Section 03600- Grout
8
March 2021
Section 04820- Reinforced Unit Masonry Assemblies
19
March 2021
Section 05051- Anchor Bolts, Toggle Bolts, and Concrete Inserts
7
March 2021
Section 05120- Structural Steel and Framing
8
March 2021
Section 05500- Metal Fabrications
12
March 2021
Section 05510- Metal Stairs
10
March 2021
Section 05521- Aluminum Handrail
11
March 2021
Section 05521- Pipe and Tube Railings
4
March 2021
Section 05530- Aluminum Grating
6
March 2021
Section 05532- Aluminum Checkered Plate
4
March 2021
Section 06100- Rough Carpentry
8
March 2021
Section 06150- Wood Decking
2
March 2021
Section 06410- Architectural Wood Casework
5
March 2021
Section 06600- Fiberglass Fabrications
10
March 2021
Section 07411- Metal Roof Panels
6
March 2021
Section 07530- Elastomeric Membrane Roofing
5
March 2021
Section 07840- Firestopping
2
March 2021
Section 07900- Joint Sealers
4
March 2021
Section 08110- Steel Doors and Frames
7
March 2021
Section 08120- Aluminum Doors and Frames
6
March 2021
Section 08211- Flush Wood Doors
4
March 2021
Section 08331- Overhead Coiling Doors
4
March 2021
Section 08511- Aluminum Windows
4
March 2021
Section 08710- Door Hardware
4
March 2021
Section 08800- Glazing
7
March 2021
Section 08950- Translucent Wall and Roof Assemblies
9
March 2021
Section 09260- Gypsum Board Assemblies
4
March 2021
Section 09300- Tiling
6
March 2021
Section 09511- Acoustical Ceilings
5
March 2021
Section 09650- Resilient Flooring
2
March 2021
Section 09900- Painting
21
March 2021
Section 09900.1- Architectural Paints and Coatings
7
March 2021
Page 475 of 501
Section 09920- Coating Systems
8
March 2021
Section 10400- Equipment Identification Plates
5
March 2021
Section 10425- Signs
7
March 2021
Section 10511- Metal Lockers
3
March 2021
Section 10523- Fire Protection Specialties
1
March 2021
Section 10670- Metal Storage Shelving
4
March 2021
Section 10800- Toilet, Bath, and Laundry Accessories
4
March 2021
Section 10825- Plastic Dust Curtains
2
March 2021
Section 11217- Sample Plumps
4
March 2021
Section 11221- Hyperbolic Mixers and Accessories
9
March 2021
Section 11285- Hydraulic Gates and Stop Logs
20
March 2021
Section 11295- Hydraulic Valves
13
March 2021
Section 11301- Residential Appliances
3
March 2021
Section 11310- Vertical Turbine Pumps
15
March 2021
Section 11311.1- Submersible Pumps for Dry Pit Application
10
March 2021
Section 11314- End Suction Centrifugal Pumps
7
March 2021
Section 11335- Secondary Clarifier Mechanism
19
March 2021
Section 11371- Positive Displacement Blowers
11
March 2021
Section 11375- Aeration Systems
10
March 2021
Section 11376- Coarse Bubble Aeration System
11
March 2021
Section 11400- Disc Filter System
21
March 2021
Section 12492- Horizontal Louver Blinds
3
March 2021
Section 13121- Metal Canopies
6
March 2021
Section 13300- Metal Building Systems
8
March 2021
Section 13447- Electric Motor Actuators
21
March 2021
Section 13930- Wet Pipe Fire Extinguishing System
20
March 2021
Section 14200- Bridge Cranes
4
March 2021
Section 14630- Hoists, Trolleys, Monorails
11
March 2021
Section 15010- Basic Mechanical Requirements
3
March 2021
Section 15030- Cleaning Mechanical Systems
2
March 2021
Section 15050- Piping Systems
19
March 2021
Section 15051- Buried Piping Installation
17
March 2021
Section 15052- Exposed Piping Installation
11
March 2021
Section 15061- Ductile Iron Pipe
9
March 2021
Section 15062- Steel Pipe
8
March 2021
Section 15064- Copper Pipe
4
March 2021
Section 15065- Thermoplastic Pipe and Accessories
8
March 2021
Section 15066- Stainless Steel Pipe
7
March 2021
Section 15067- Fiberglass Reinforced Plastic Pipe and Accessories
10
March 2021
Section 15068- Concrete Cylinder Pipe
8
March 2021
Section 15120- Piping Specialties and Accessories
8
March 2021
Page 476 of 501
Section 15140- Supports and Anchors
6
March 2021
Section 15260- Piping Insulation
5
March 2021
Section 15290- Ductwork Insulation
4
March 2021
Section 15400- Plumbing Fixtures and Equipment
7
March 2021
Section 15410- Plumbing Piping
12
March 2021
Section 15410- Plumbing Specialties
3
March 2021
Section 15440- Plumbing Fixtures
4
March 2021
Section 15441- Sump Pumps
6
March 2021
Section 15450- Plumbing Equipment
2
March 2021
Section 15680- Evaporative Coolers
7
March 2021
Section 15732- Air Conditioning Units
10
March 2021
Section 15781- Air Conditioning Unit
3
March 2021
Section 15831- Centrifugal Exhaust Fans
2
March 2021
Section 15885- Air Cleaning
4
March 2021
Section 15890- Ductwork
5
March 2021
Section 15910- Ductwork Accessories
4
March 2021
Section 15803- Air Outlets and Inlets
2
March 2021
Section 15982- Line Voltage Thermostat
4
March 2021
Section 15990- Testing, Adjusting, and Balancing
4
March 2021
Section 16000- General Electrical Requirements
10
March 2021
Section 16001- Packaged Systems and Packaged Control Panels
4
March 2021
Section 16010- Electrical: Basic Requirements
8
March 2021
Section 16050- Basic Materials and Methods
3
March 2021
Section 16060- Electrical Demolition
3
March 2021
Section 16062- Lighting Protection
8
March 2021
Section 16111- Conduits
6
March 2021
Section 16117- Concrete Manholes, Handholes, and Pull Boxes
8
March 2021
Section 16123- 600 Volt Class Cable
5
March 2021
Section 16124- Instrumentation Class Cable
2
March 2021
Section 16130- Outlet, Pull, and Junction Boxes
5
March 2021
Section 16137- Underground Duct Banks
4
March 2021
Section 16141- Wiring Devices
6
March 2021
Section 16142- Weatherproof While in Use Outlet Enclosures
3
March 2021
Section 16143- Terminal Blocks
3
March 2021
Section 16160- Enclosures
2
March 2021
Section 16161- Control Panels
34
March 2021
Section 16170- Grounding and Bonding
9
March 2021
Section 16190- Supporting Devices
5
March 2021
Section 16195- Electrical Identification
5
March 2021
Section 16225- Electric Motors 250 Horsepower or Less
10
March 2021
Section 16282- Surge Protective Devices
5
March 2021
Page 477 of 501
Section 16430- Customer Power Metering System
4
March 2021
Section 16440- Disconnect Switches
2
March 2021
Section 16461- Transformers – Dry Type
3
March 2021
Section 16470- Panelboards
8
March 2021
Section 16474- Motor Control Equipment
7
March 2021
Section 16746- Low Voltage Circuit Breakers
3
March 2021
Section 16477- 600 V Fuses
4
March 2021
Section 16481- Motor Control Centers
12
March 2021
Section 16482- Solid State Motor Controllers
6
March 2021
Section 16485- Variable Frequency Drives – Low Voltage
8
March 2021
Section 16500- Lighting
5
March 2021
Section 16611- Static Uninterruptible Power Supply
3
March 2021
Section 16720- Fire Surveillance and Alarm System
8
March 2021
Section 16911- Fiber Optic Cabling
7
March 2021
Section 16912- Ethernet Network Equipment
3
March 2021
Section 16920- Electrical Acceptance Testing
8
March 2021
Section 16951- Short Circuit, Coordination, and Arc-Flash Hazard Report
5
March 2021
Section 17000- Instrumentation
14
March 2021
Section 17111- Float Switches
3
March 2021
Section 17120- Pressure Transmitters
3
March 2021
Section 17121- Pressure Switches and Gauges
3
March 2021
Section 17123- Ultrasonic Level Transmitter
3
March 2021
Section 17124- Submersible Level Transmitter
3
March 2021
Section 17125- Radar level Transmitter
3
March 2021
Section 17134- Flow Switches
3
March 2021
Section 17137- Magnetic Flow Meters
5
March 2021
Section 17150- Limit and Position Switches
3
March 2021
Section 17221- Electronic 4-20MA Indicators
3
March 2021
Section 17222- Signal Conditioners
3
March 2021
Section 17310- Dissolved Oxygen Sensor and Analyzer/Transmitter
3
March 2021
Section 17325- Turbidity and TSS Analyzer
5
March 2021
Section 17326- Low Range Turbidity Analyzers
3
March 2021
Section 17451- Distributed Control System
8
March 2021
Section 17452- Programmable Logic Controller System Software and
Accessories
7
March 2021
Section 17454- Operations and Control Descriptions
52
March 2021
Section 17456- Programming General
5
March 2021
Section 17461- Programmable Logic Controller System (M340)
7
March 2021
Section 17670- Process Control System Instrument Index
1
March 2021
GMP 1 Plans
Page 478 of 501
Sheet #
Sheet Name
Sheet Version
Date of Print
Date of Issuance
G – 1
Cover
90% Submittal
3/15/2021
G – 2
Sheet Index 1
90% Submittal
3/15/2021
@2:48:09 PM
3/15/2021
G – 3
Sheet Index 2
90% Submittal
3/15/2021
@2:48:35 PM
3/15/2021
G – 4
General Notes – 1
90% Submittal
3/12/2021
@3:37:27 PM
3/15/2021
G – 5
General Notes – 2
90% Submittal
3/12/2021
@3:38:34 PM
3/15/2021
G – 6
Process and Site Legend
90% Submittal
3/12/2021
@3:40:55 PM
3/15/2021
G – 9
AWRF Hydraulic Profile
90% Submittal
3/12/2021
@3:48:55 PM
3/15/2021
G – 10
OWRF Hydraulic Profile
90% Submittal
3/13/2021
@10:56:13 AM
3/15/2021
G – 11
AWRF Process Schematic
90% Submittal
3/12/2021
@3:55:16 PM
3/15/2021
G – 12
OWRF Process Schematic
90% Submittal
3/13/2021
@11:36:34 AM
3/15/2021
D – 1.00
AWRF – Overall Demolition Plan
90% Submittal
3/12/2021
@7:06:40 AM
3/15/2021
D – 1.01
AWRF – Partial Demolition Plan-1
90% Submittal
3/12/2021
@7:14:21 AM
3/15/2021
D – 1.03
AWRF – Partial Demolition Plan-3
90% Submittal
3/15/2021
@8:22:42 AM
3/15/2021
D – 1.05
AWRF – Partial Demolition Plan-5
90% Submittal
3/15/2021
@8:24:31 AM
3/15/2021
D – 1.11
AWRF – Aeration Basins 1-4 Diffusers
Demolition Overall Plan
90% Submittal
3/15/2021
@9:14:11 AM
3/15/2021
D – 1.12
AWRF – Aeration Basins 1-4 Diffusers
Demolition Details
90% Submittal
3/15/2021
@9:16:59 AM
3/15/2021
D – 1.13
AWRF – Blower Piping Demolition
Sheets
90% Submittal
3/15/2021
@1:55:31 PM
3/15/2021
D – 1.14
AWRF – Filter Overall Demolition Plan
90% Submittal
3/15/2021
@9:26:15 AM
3/15/2021
D – 1.15
AWRF – Filter Demolition Sections
90% Submittal
3/15/2021
@9:26:16 AM
3/15/2021
D – 1.16
AWRF – UV Splitter Box Overall
Demolition Plan and Sections
90% Submittal
3/15/2021
@9:26:17 AM
3/15/2021
D – 1.17
AWRF – Filter Demolition Details
90% Submittal
3/15/2021
@9:26:17 AM
3/15/2021
D – 3.00
OWRF – Overall Demolition Plan
90% Submittal
3/15/2021
@9:40:18 AM
3/15/2021
D – 3.01
OWRF – Partial Demolition Plan-1
90% Submittal
3/15/2021
@9:43:44 AM
3/15/2021
Page 479 of 501
D – 3.03
OWRF – Partial Demolition Plan-3
90% Submittal
3/15/2021
@9:47:06 AM
3/15/2021
D – 3.04
OWRF – Partial Demolition Plan-4
90% Submittal
3/15/2021
@9:30:50 AM
3/15/2021
D – 3.05
OWRF – Partial Demolition Plan-5
90% Submittal
3/15/2021
@9:31:57 AM
3/15/2021
D – 3.06
OWRF – Partial Demolition Plan-6
90% Submittal
3/15/2021
@9:33:06 AM
3/15/2021
D – 3.07
OWRF – Aeration Basin Overall
Demolition Plan
90% Submittal
3/13/2021
@7:16:09 AM
3/15/2021
D – 3.08
OWRF – Aeration Basin Demolition
Sections and Details 1
90% Submittal
3/13/2021
@7:16:09 AM
3/15/2021
D – 3.09
OWRF – Aeration Basin Demolition
Sections and Details 2
90% Submittal
3/13/2021
@7:16:10 AM
3/15/2021
D – 3.10
OWRF – Aeration Basin Demolition
Sections and Details 3
90% Submittal
3/15/2021
@9:40:21 AM
3/15/2021
D – 3.11
OWRF – Anoxic Basins Overall
Demolition Plans
90% Submittal
3/15/2021
@9:40:24 AM
3/15/2021
D – 3.12
OWRF – Anoxic Basins Demolition
Sections and Details 1
90% Submittal
3/13/2021
@7:16:14 AM
3/15/2021
D – 3.13
OWRF – Anoxic Basins Demolition
Sections and Details 3
90% Submittal
3/15/2021
@9:40:25 AM
3/15/2021
D – 3.14
OWRF – Clarifier Splitter Box Overall
Demolition Plans
90% Submittal
3/13/2021
@7:16:17 AM
3/15/2021
D – 3.15
OWRF – Clarifier Splitter Demolition
Sections and Details
90% Submittal
3/13/2021
@7:16:23 AM
3/15/2021
D – 3.16
OWRF – Clarifier No 1 and No. 2 Overall
Demolition Plan
90% Submittal
3/15/2021
@10:00:03 AM
3/15/2021
D – 3.17
OWRF – Clarifier No 1 and No. 2
Demolition Section and Details
90% Submittal
3/15/2021
@10:11:59 AM
3/15/2021
D – 3.18
OWRF – Clarifier No. 3 Overall
Demolition Plan
90% Submittal
3/15/2021
@10:17:33 AM
3/15/2021
D – 3.19
OWRF – Clarifier No. 3 Demolition
Section and Details
90% Submittal
3/15/2021
@10:23:01 AM
3/15/2021
D – 3.20
OWRF – Traveling Bridge Filter No. 1
and No. 2 Overall Demolition Plan
90% Submittal
3/15/2021
@9:45:15 AM
3/15/2021
D – 3.21
OWRF – Traveling Bridge Filter No. 1
and No. 2 Overall Demolition Sections
90% Submittal
3/15/2021
@9:48:07 AM
3/15/2021
D – 3.22
OWRF – Traveling Bridge Filter No. 1
and No. 2 Overall Demolition Details
90% Submittal
3/15/2021
@9:49:56 AM
3/15/2021
D – 3.23
OWRF – RAS\WAS Pump Station
Overall Demolition Plan
90% Submittal
3/15/2021
@10:01:59 AM
3/15/2021
D – 3.24
OWRF – RAS\WAS Pump Station
Demolition Sections
90% Submittal
3/15/2021
@10:02:00 AM
3/15/2021
D – 3.25
OWRF – RAS\WAS Pump Station
Demolition Details
90% Submittal
3/15/2021
@10:02:00 AM
3/15/2021
D – 3.30
OWRF – Effluent Storage Reservoir
Overall Demolition Plan and Sections
90% Submittal
3/15/2021
@10:04:29 AM
3/15/2021
Page 480 of 501
C – 1.0
AWRF Survey Control Sheet
90% Submittal
3/5/2021
@1:58:04 PM
3/15/2021
C – 1.01
AWRF – Overall Site Plan
90% Submittal
3/11/2021
@10:55:19 AM
3/15/2021
C – 1.02
AWRF – Partial Site Plan-1
90% Submittal
3/15/2021
@2:27:28 PM
3/15/2021
C – 1.04
AWRF – Partial Site Plan-3
90% Submittal
3/11/2021
@11:15:03 AM
3/15/2021
C – 1.06
AWRF – Partial Site Plan-5
90% Submittal
3/11/2021
@11:22:12 AM
3/15/2021
C – 1.21
AWRF – Overall Yard Piping Plan
90% Submittal
3/12/2021
@4:10:32 PM
3/15/2021
C – 1.22
AWRF – Partial Yard Piping Plan-1
90% Submittal
3/11/2021
@12:45:16 PM
3/15/2021
C – 1.24
AWRF – Partial Yard Piping Plan-3
90% Submittal
3/12/2021
@4:13:02 PM
3/15/2021
C – 1.26
AWRF – Partial Yard Piping Plan-5
90% Submittal
3/12/2021
@8:56:14 AM
3/15/2021
C – 1.27
AWRF – Filters and Flocculation Basins
Plan and Profile
90% Submittal
3/15/2021
@2:33:15 PM
3/15/2021
C – 1.41
AWRF – Grading and Drainage Overall
Site Plan
90% Submittal
3/15/2021
@10:48:42 AM
3/15/2021
C – 1.42
AWRF – Grading and Drainage Site
Plan-1
90% Submittal
3/15/2021
@9:32:38 AM
3/15/2021
C – 1.43
AWRF – Grading and Drainage Site
Plan-2
90% Submittal
3/15/2021
@9:28:33 AM
3/15/2021
C – 1.91
AWRF – Yard Piping Profiles 1
90% Submittal
3/15/2021
@2:58:46 PM
3/15/2021
C – 3.0
OWRF Survey Control Sheet
90% Submittal
3/5/2021
@1:54:04 PM
3/15/2021
C – 3.01
OWRF – Overall Site Plan
90% Submittal
3/13/2021
@8:54:59 AM
3/15/2021
C – 3.02
OWRF – Partial Site Plan-1
90% Submittal
3/13/2021
@9:03:30 AM
3/15/2021
C – 3.05
OWRF – Partial Site Plan-4
90% Submittal
3/13/2021
@9:06:49 AM
3/15/2021
C – 3.06
OWRF – Partial Site Plan-5
90% Submittal
3/13/2021
@9:11:21 AM
3/15/2021
C – 3.07
OWRF – Partial Site Plan-6
90% Submittal
3/13/2021
@9:15:05 AM
3/15/2021
C – 3.21
OWRF – Overall Yard Piping Plan
90% Submittal
3/13/2021
@9:17:33 AM
3/15/2021
C – 3.22
OWRF – Partial Yard Piping Plan-1
90% Submittal
3/13/2021
@9:22:21 AM
3/15/2021
C – 3.23
OWRF – Partial Yard Piping Plan-2
90% Submittal
3/13/2021
@9:26:44 AM
3/15/2021
C – 3.24
OWRF – Partial Yard Piping Plan-3
90% Submittal
3/13/2021
@9:31:06 AM
3/15/2021
Page 481 of 501
C – 3.25
OWRF – Partial Yard Piping Plan-4
90% Submittal
3/13/2021
@9:37:26 AM
3/15/2021
C – 3.26
OWRF – Partial Yard Piping Plan-5
90% Submittal
3/13/2021
@9:40:52 AM
3/15/2021
C – 3.27
OWRF – Partial Yard Piping Plan-6
90% Submittal
3/15/2021
@10:52:07 AM
3/15/2021
C – 3.41
OWRF – Grading and Drainage Overall
Plan
90% Submittal
3/15/2021
@10:56:30 AM
3/15/2021
C – 3.42
OWRF – Grading and Drainage Site
Plan-1
90% Submittal
3/15/2021
@10:57:36 AM
3/15/2021
C – 3.43
OWRF – Grading and Drainage Site
Plan-2
90% Submittal
3/15/2021
@10:58:31 AM
3/15/2021
C – 3.44
OWRF – Grading and Drainage Site
Plan-3
90% Submittal
3/15/2021
@10:59:30 AM
3/15/2021
C – 3.45
OWRF – Grading and Drainage Site
Plan-4
90% Submittal
3/15/2021
@11:00:20 AM
3/15/2021
C – 3.46
OWRF – Grading and Drainage Site
Plan-5
90% Submittal
3/15/2021
@10:54:00 AM
3/15/2021
C – 3.91
OWRF – Yard Piping Profiles 1
90% Submittal
3/15/2021
@10:55:14 AM
3/15/2021
C – 3.92
OWRF – Yard Piping Profiles 2
90% Submittal
3/15/2021
@11:01:13 AM
3/15/2021
C – 7.01
Civil Details 1
90% Submittal
3/12/2021
@4:45:41 PM
3/15/2021
C – 7.02
Civil Details 2
90% Submittal
3/15/2021
@11:08:50 AM
3/15/2021
M – 1.01
AWRF – Aeration Basin No. 1 Plan and
Section
90% Submittal
3/15/2021
@10:44:38 AM
3/15/2021
M – 1.02
AWRF – Aeration Basin No. 1 Sections
90% Submittal
3/15/2021
@11:11:02 AM
3/15/2021
M – 1.03
AWRF – Aeration Basin No. 2 Plan and
Section
90% Submittal
3/15/2021
@10:47:37 AM
3/15/2021
M – 1.04
AWRF – Aeration Basin No. 2 Sections
90% Submittal
3/15/2021
@11:12:53 AM
3/15/2021
M – 1.21
AWRF – Blower Piping Rendering 1
90% Submittal
3/15/2021
@11:32:41 AM
3/15/2021
M – 1.22
AWRF – Blower Piping Rendering 2
90% Submittal
3/15/2021
@11:32:41 AM
3/15/2021
M – 1.23
AWRF – Blower Piping Rendering 3
90% Submittal
3/15/2021
@11:32:41 AM
3/15/2021
M – 1.24
AWRF – Blower Piping Overall Plan
90% Submittal
3/12/2021
@4:39:14 PM
3/15/2021
M – 1.25
AWRF – Blower Piping Plan and Section
90% Submittal
3/15/2021
@11:35:18 AM
3/15/2021
M – 1.26
AWRF – Blower Piping Plan and Section
1
90% Submittal
3/15/2021
@11:32:43 AM
3/15/2021
M – 1.27
AWRF – Blower Piping Plan and Section
2
90% Submittal
3/15/2021
@11:32:44 AM
3/15/2021
Page 482 of 501
M – 1.28
AWRF – Blower Piping Plan and Section
3
90% Submittal
3/15/2021
@11:32:45 AM
3/15/2021
M – 1.61
AWRF – Disc Filter Rendering 1
90% Submittal
3/15/2021
@11:42:51 AM
3/15/2021
M – 1.62
AWRF – Disc Filter Rendering 2
90% Submittal
3/15/2021
@11:42:51 AM
3/15/2021
M – 1.63
AWRF – Disc Filter Rendering 3
90% Submittal
3/15/2021
@11:42:51 AM
3/15/2021
M – 1.64
AWRF – Filters Overall Plan
90% Submittal
3/12/2021
@4:28:40 PM
3/15/2021
M – 1.65
AWRF – Disc Filters Basin 5 Plan
90% Submittal
3/15/2021
@11:42:52 AM
3/15/2021
M – 1.66
AWRF – Disc Filter Pump Gallery
90% Submittal
3/15/2021
@11:42:54 AM
3/15/2021
M – 1.67
AWRF – Disc Filters Sections 1
90% Submittal
3/15/2021
@11:42:55 AM
3/15/2021
M – 1.68
AWRF – Disc Filters Sections 2
90% Submittal
3/15/2021
@11:42:56 AM
3/15/2021
M – 3.01
OWRF – Aeration and Anoxic Basins
Rendering
90% Submittal
3/13/2021
@7:12:49 AM
3/15/2021
M – 3.02
OWRF – Aeration Basins Rendering
90% Submittal
3/15/2021
@11:54:47 AM
3/15/2021
M – 3.03
OWRF – Anoxic Basins Rendering
90% Submittal
3/13/2021
@7:12:50 AM
3/15/2021
M – 3.04
OWRF – Aeration Basin Overall Plan
90% Submittal
3/15/2021
@11:54:49 AM
3/15/2021
M – 3.05
OWRF – Aeration Basin Sections and
Details 1
90% Submittal
3/15/2021
@11:54:50 AM
3/15/2021
M – 3.06
OWRF – Anoxic Basins Overall Plan
90% Submittal
3/13/2021
@7:16:25 AM
3/15/2021
M – 3.07
OWRF – Anoxic Basins Sections and
Details 1
90% Submittal
3/15/2021
@11:54:52 AM
3/15/2021
M – 3.08
OWRF – Anoxic Basins Sections and
Details 2
90% Submittal
3/15/2021
@11:54:53 AM
3/15/2021
M – 3.09
OWRF – Anoxic Basins Sections and
Details 3
90% Submittal
3/15/2021
@11:54:54 AM
3/15/2021
M – 3.10
OWRF – RAS\WAS Pump Station
Rendering 1
90% Submittal
3/13/2021
@7:12:50 AM
3/15/2021
M – 3.11
OWRF – RAS\WAS Pump Station
Rendering 2
90% Submittal
3/13/2021
@7:12:51 AM
3/15/2021
M – 3.12
OWRF – RAS\WAS Pump Station
Rendering 3
90% Submittal
3/13/2021
@7:12:51 AM
3/15/2021
M – 3.13
OWRF – RAS\WAS Pump Station Plan
View
90% Submittal
3/13/2021
@7:16:31 AM
3/15/2021
M – 3.14
OWRF – RAS\WAS Pump Station
Sections
90% Submittal
3/13/2021
@12:04:55 PM
3/15/2021
M – 3.21
OWRF – Splitter Box Rendering
90% Submittal
3/13/2021
@7:12:51 AM
3/15/2021
Page 483 of 501
M – 3.22
OWRF – Splitter Box Overall Plan
90% Submittal
3/15/2021
@11:54:55 AM
3/15/2021
M – 3.23
OWRF – Splitter Box Section
90% Submittal
3/13/2021
@7:16:35 AM
3/15/2021
M – 3.24
OWRF – Secondary Clarifiers Rendering
1
90% Submittal
3/15/2021
@12:11:06 PM
3/15/2021
M – 3.26
OWRF – Secondary Clarifiers No. 1 and
No. 2 Overall Plan
90% Submittal
3/15/2021
@12:48:42 PM
3/15/2021
M – 3.27
OWRF – Secondary Clarifiers No. 1 and
No. 2 Sections and Details
90% Submittal
3/15/2021
@12:25:51 PM
3/15/2021
M – 3.28
OWRF – Secondary Clarifier No. 3
90% Submittal
3/15/2021
@12:25:52 PM
3/15/2021
M – 3.29
OWRF – Secondary Clarifier No. 3
Sections and Details
90% Submittal
3/15/2021
@12:25:53 PM
3/15/2021
M – 3.30
OWRF – Secondary Clarifiers Typical
Details
90% Submittal
3/15/2021
@12:25:53 PM
3/15/2021
M – 3.31
OWRF – RAS\WAS Pump Station
Rendering 1
90% Submittal
3/15/2021
@1:56:21 PM
3/15/2021
M – 3.32
OWRF – RAS\WAS Pump Station
Rendering 2
90% Submittal
3/15/2021
@1:56:21 PM
3/15/2021
M – 3.33
OWRF – RAS\WAS Pump Station
Rendering 3
90% Submittal
3/15/2021
@1:56:21 PM
3/15/2021
M – 3.34
OWRF – RAS\WAS Pump Station Plan
View
90% Submittal
3/15/2021
@1:57:16 PM
3/15/2021
M – 3.35
OWRF – RAS\WAS Pump Station
Sections
90% Submittal
3/15/2021
@1:57:17 PM
3/15/2021
M – 3.41
OWRF – Disc Filters Rendering 1
90% Submittal
3/15/2021
@12:29:01 PM
3/15/2021
M – 3.42
OWRF – Disc Filters Rendering 2
90% Submittal
3/15/2021
@12:29:02 PM
3/15/2021
M – 3.43
OWRF – Disc Filters Rendering 3
90% Submittal
3/15/2021
@12:29:02 PM
3/15/2021
M – 3.44
OWRF – Disc Filters Overall Plan
90% Submittal
3/15/2021
@12:29:04 PM
3/15/2021
M – 3.45
OWRF – Disc Filters Lower Plan
90% Submittal
3/15/2021
@12:29:05 PM
3/15/2021
M – 3.46
OWRF – Disc Filters Basin 4 Plan
90% Submittal
3/15/2021
@12:29:06 PM
3/15/2021
M – 3.47
OWRF – Disc Filters Pump Gallery Plan
90% Submittal
3/15/2021
@12:29:06 PM
3/15/2021
M – 3.48
OWRF – Disc Filters Sections and
Details 1
90% Submittal
3/15/2021
@12:29:09 PM
3/15/2021
M – 3.49
OWRF – Disc Filters Sections and
Details 2
90% Submittal
3/15/2021
@12:29:10 PM
3/15/2021
M – 3.61
OWRF – Reclaimed Water Reservoir
Rendering 1
90% Submittal
3/15/2021
@9:34:02 AM
3/15/2021
M – 3.63
OWRF – Reclaimed Water Reservoir
Rendering 3
90% Submittal
3/15/2021
@9:34:03 AM
3/15/2021
Page 484 of 501
M – 3.64
OWRF – Reclaimed Water Reservoir
Overall Plan
90% Submittal
3/15/2021
@12:36:09 PM
3/15/2021
M – 3.65
OWRF – Reclaimed Water Reservoir
Lower Plan
90% Submittal
3/15/2021
@12:36:09 PM
3/15/2021
M – 3.66
OWRF – Reclaimed Water Reservoir
Upper Plan
90% Submittal
3/15/2021
@12:36:10 PM
3/15/2021
M – 3.67
OWRF – Reclaimed Water Reservoir
Sections 1
90% Submittal
3/15/2021
@9:25:50 AM
3/15/2021
M – 3.81
OWRF – Sludge Holding Tanks Blower
Building Rendering 1
90% Submittal
3/15/2021
@12:41:07 PM
3/15/2021
M – 3.82
OWRF – Sludge Holding Tanks Blower
Building Rendering 2
90% Submittal
3/15/2021
@12:41:07 PM
3/15/2021
M – 3.83
OWRF – Sludge Holding Tanks Blower
Building Rendering 3
90% Submittal
3/15/2021
@12:41:08 PM
3/15/2021
M – 3.84
OWRF – Sludge Holding Tanks Lower
Plan
90% Submittal
3/13/2021
@7:42:04 AM
3/15/2021
M – 3.85
OWRF – Sludge Holding Tanks Upper
Plan
90% Submittal
3/13/2021
@7:42:06 AM
3/15/2021
M – 3.86
OWRF – Sludge Holding Tanks Sections
and Details 1
90% Submittal
3/13/2021
@7:42:07 AM
3/15/2021
M – 3.87
OWRF – Sludge Holding Tanks Blower
Building Plan
90% Submittal
3/13/2021
@7:42:08 AM
3/15/2021
M – 3.88
OWRF – Sludge Holding Tanks Blower
Building Sections
90% Submittal
3/13/2021
@7:42:10 AM
3/15/2021
M – 3.89
OWRF – Sludge Holding Tanks Blower
Foul Air Pipe Sections
90% Submittal
3/15/2021
@12:41:08 PM
3/15/2021
M – 7.01
Typical Details 1
90% Submittal
3/12/2021
@4:49:38 PM
3/15/2021
M – 7.02
Typical Details 2
90% Submittal
3/12/2021
@4:47:37 PM
3/15/2021
M – 7.03
Typical Details 3
90% Submittal
3/12/2021
@4:48:19 PM
3/15/2021
M – 7.04
Typical Details 4
90% Submittal
3/12/2021
@4:49:00 PM
3/15/2021
M – 7.05
Typical Details 5
90% Submittal
3/12/2021
@4:50:06 PM
3/15/2021
M – 7.06
Typical Details 6
90% Submittal
3/15/2021
@10:08:22 AM
3/15/2021
M – 7.07
Typical Details 7
90% Submittal
3/12/2021
@4:51:33 PM
3/15/2021
S – 1
General Structural Notes 1
90% Submittal
3/11/2021
@3:41:19 PM
3/15/2021
S – 2
General Structural Notes 2
90% Submittal
3/11/2021
@3:41:19 PM
3/15/2021
S – 3
General Structural Notes 3
90% Submittal
3/11/2021
@3:41:20 PM
3/15/2021
S – 4
General Structural Notes 4
90% Submittal
3/11/2021
@3:41:21 PM
3/15/2021
Page 485 of 501
S – 5
General Structural Notes 5
90% Submittal
3/11/2021
@3:41:21 PM
3/15/2021
S – 6
Abbreviations
90% Submittal
3/11/2021
@3:41:22 PM
3/15/2021
S – 10
Typical Details 1
90% Submittal
3/11/2021
@3:41:23 PM
3/15/2021
S – 11
Typical Details 2
90% Submittal
3/11/2021
@3:41:24 PM
3/15/2021
S – 12
Typical Details 3
90% Submittal
3/11/2021
@3:41:25 PM
3/15/2021
S – 13
Typical Details 4
90% Submittal
3/11/2021
@3:41:26 PM
3/15/2021
S – 14
Typical Details 5
90% Submittal
3/11/2021
@3:41:27 PM
3/15/2021
S – 15
Standard Details 6
90% Submittal
3/11/2021
@3:41:28 PM
3/15/2021
S – 16
Standard Details 7
90% Submittal
3/11/2021
@3:41:28 PM
3/15/2021
S – 1.21
AWRF – Air Piping Foundation Plan
90% Submittal
3/11/2021
@3:41:29 PM
3/15/2021
S – 1.22
AWRF – Air Piping Sections 1
90% Submittal
3/11/2021
@3:41:30 PM
3/15/2021
S – 1.61
AWRF – Filters Lower Plan - A
90% Submittal
3/11/2021
@3:41:31PM
3/15/2021
S – 1.62
AWRF – Filters Lower Plan - B
90% Submittal
3/11/2021
@3:41:32 PM
3/15/2021
S – 1.63
AWRF – Filters Upper Plan - A
90% Submittal
3/11/2021
@3:41:33 PM
3/15/2021
S – 1.64
AWRF – Filters Upper Plan - B
90% Submittal
3/11/2021
@3:41:34 PM
3/15/2021
S – 1.65
AWRF – Filters Crane Rail Framing Plan
90% Submittal
3/11/2021
@3:41:34 PM
3/11/2021
@3:41:34 PM
S – 1.66
AWRF – Filters Sections 1
90% Submittal
3/11/2021
@3:41:36 PM
3/15/2021
S – 1.67
AWRF – Filters Sections 2
90% Submittal
3/11/2021
@3:41:37 PM
3/15/2021
S – 1.68
AWRF – Filters Sections 3
90% Submittal
3/11/2021
@3:55:12 PM
3/15/2021
S – 1.69
AWRF – Filters Sections 4
90% Submittal
3/11/2021
@3:41:40 PM
3/15/2021
S – 1.70
AWRF – Filters Sections 5
90% Submittal
3/11/2021
@3:41:41 PM
3/15/2021
S – 1.71
AWRF – Filters Sections 6
90% Submittal
3/11/2021
@3:41:42 PM
3/15/2021
S – 3.01
OWRF – Aeration Basin Plans
90% Submittal
3/11/2021
@3:41:43 PM
3/15/2021
S – 3.02
OWRF – Aeration Basins Sections and
Details 1
90% Submittal
3/11/2021
@3:41:45 PM
3/15/2021
Page 486 of 501
S – 3.03
OWRF – Aeration Basins Sections and
Details 2
90% Submittal
3/11/2021
@3:41:46 PM
3/15/2021
S – 3.04
OWRF – Aeration Basins Sections and
Details 3
90% Submittal
3/11/2021
@3:41:47 PM
3/15/2021
S – 3.05
OWRF – Anoxic Basins Plan
90% Submittal
3/11/2021
@3:41:48 PM
3/15/2021
S – 3.06
OWRF – Anoxic Basins Sections and
Details 1
90% Submittal
3/11/2021
@3:41:49 PM
3/15/2021
S – 3.07
OWRF – Anoxic Basins Sections and
Details 2
90% Submittal
3/11/2021
@3:41:50 PM
3/15/2021
S – 3.08
OWRF – Anoxic Basins Sections and
Details 3
90% Submittal
3/11/2021
@3:41:52 PM
3/15/2021
S – 3.09
OWRF – Anoxic Basins Sections and
Details 4
90% Submittal
3/11/2021
@3:41:52 PM
3/15/2021
S – 3.21
OWRF – Secondary Clarifiers Upper
Plan
90% Submittal
3/11/2021
@3:41:53 PM
3/15/2021
S – 3.22
OWRF – Secondary Clarifiers Sections 1
90% Submittal
3/11/2021
@3:41:54 PM
3/15/2021
S – 3.41
OWRF – Disc Filters Lower Plan
90% Submittal
3/11/2021
@3:41:55 PM
3/15/2021
S – 3.42
OWRF – Disc Filters Channel Level
90% Submittal
3/11/2021
@3:41:55 PM
3/15/2021
S – 3.43
OWRF – Disc Filters Upper Plan
90% Submittal
3/11/2021
@3:41:56 PM
3/15/2021
S – 3.44
OWRF – Disc Filters Canopy Framing
90% Submittal
3/11/2021
@3:41:57 PM
3/15/2021
S – 3.45
OWRF – Disc Filters Sections 1
90% Submittal
3/11/2021
@3:41:57 PM
3/15/2021
S – 3.46
OWRF – Disc Filters Sections 2
90% Submittal
3/11/2021
@3:41:58 PM
3/15/2021
S – 3.47
OWRF – Disc Filters Sections 3
90% Submittal
3/11/2021
@3:41:59 PM
3/15/2021
S – 3.48
OWRF – Disc Filters Canopy Sections
and Details
90% Submittal
3/11/2021
@3:42:00 PM
3/15/2021
S – 3.49
OWRF – Disc Filters Sections and
Details 1
90% Submittal
3/11/2021
@3:42:02 PM
3/15/2021
S – 3.50
OWRF – Disc Filters Sections and
Details 1
90% Submittal
3/11/2021
@3:42:04 PM
3/15/2021
S – 3.51
OWRF – Disc Filters Sections and
Details 1
90% Submittal
3/11/2021
@3:42:05 PM
3/15/2021
S – 3.52
OWRF – Disc Filters Platform Plan and
Details
90% Submittal
3/11/2021
@3:42:06 PM
3/15/2021
S – 3.60
OWRF – Chlorine Contact Basin No. 3
Plans and Sections
90% Submittal
3/11/2021
@3:42:07 PM
3/15/2021
S – 3.61
OWRF – Reservoir Lower Plan
90% Submittal
3/11/2021
@3:42:07 PM
3/15/2021
Page 487 of 501
S – 3.62
OWRF – Reservoir Upper Plan
90% Submittal
3/11/2021
@3:42:08 PM
3/15/2021
S – 3.63
OWRF – Reservoir Finished Grade Plan
90% Submittal
3/11/2021
@3:42:08 PM
3/15/2021
S – 3.64
OWRF – Reservoir Enlarged Plans 1
90% Submittal
3/11/2021
@3:42:09 PM
3/15/2021
S – 3.65
OWRF – Reservoir Enlarged Plans 2
90% Submittal
3/11/2021
@3:42:10 PM
3/15/2021
S – 3.66
OWRF – Reservoir Enlarged Plans 2
90% Submittal
3/11/2021
@3:42:11 PM
3/15/2021
S – 3.67
OWRF – Reservoir Sections 1
90% Submittal
3/11/2021
@3:42:12 PM
3/15/2021
S – 3.68
OWRF – Reservoir Sections 2
90% Submittal
3/11/2021
@3:42:13 PM
3/15/2021
S – 3.69
OWRF – Reservoir Sections 3
90% Submittal
3/11/2021
@3:42:14 PM
3/15/2021
S – 3.70
OWRF – Reservoir Sections 4
90% Submittal
3/11/2021
@3:42:16 PM
3/15/2021
S – 3.71
OWRF – Reservoir Sections 5
90% Submittal
3/11/2021
@3:42:17 PM
3/15/2021
S – 3.72
OWRF – Reservoir Sections 6
90% Submittal
3/11/2021
@3:42:19 PM
3/15/2021
S – 3.73
OWRF – Reservoir Sections 7
90% Submittal
3/11/2021
@3:42:21 PM
3/15/2021
S – 3.74
OWRF – Reservoir Sections 8
90% Submittal
3/11/2021
@3:42:22 PM
3/15/2021
S – 3.81
OWRF – Sludge Holding Tanks Lower
Plan
90% Submittal
3/11/2021
@3:42:22 PM
3/15/2021
S – 3.82
OWRF – Sludge Holding Tanks Upper
Plan
90% Submittal
3/11/2021
@3:42:23 PM
3/15/2021
S – 3.83
OWRF – Sludge Holding Tanks Upper
Plan Reinforcement
90% Submittal
3/11/2021
@3:42:24 PM
3/15/2021
S – 3.84
OWRF – Sludge Holding Tanks Sections
1
90% Submittal
3/11/2021
@3:42:24 PM
3/15/2021
S – 3.85
OWRF – Sludge Holding Tanks Sections
and Details 2
90% Submittal
3/11/2021
@3:42:27 PM
3/15/2021
S – 3.86
OWRF – Sludge Holding Tanks Sections
and Details 3
90% Submittal
3/11/2021
@3:42:27 PM
3/15/2021
S – 3.87
OWRF – Sludge Holding Tanks Sections
and Details 4
90% Submittal
3/11/2021
@3:42:29 PM
3/15/2021
S – 3.88
OWRF – Sludge Holding Tanks Blower
Building Sections and Details 1
90% Submittal
3/11/2021
@3:42:31 PM
3/15/2021
S – 3.89
OWRF – Sludge Holding Tanks Blower
Building Sections and Details 2
90% Submittal
3/11/2021
@3:42:32 PM
3/15/2021
S – 3.90
OWRF – Sludge Holding Tanks Blower
Building Sections and Details 3
90% Submittal
3/11/2021
@3:42:35 PM
3/15/2021
S – 3.91
OWRF – Sludge Holding Tanks Blower
Building Sections and Details 4
90% Submittal
3/11/2021
@3:42:35 PM
3/15/2021
Page 488 of 501
S – 4.01
AWRF – Maintenance Building
Foundation Plan
90% Submittal
3/11/2021
@3:42:36 PM
3/15/2021
S – 4.02
AWRF – Maintenance Building
Foundation Sections 1
90% Submittal
3/11/2021
@3:42:38 PM
3/15/2021
A – 1.21
AWRF Blower Building Patch Notes
90% Submittal
3/15/2021
A – 3.81
OWRF – Sludge Holding Tanks Blower
Building Code Sheet
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 3.82
OWRF – Sludge Holding Tanks Blower
Building Schedules and Details
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 3.83
OWRF – Sludge Holding Tanks Blower
Building Floor and Reflected Ceiling
Plans
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 3.84
OWRF – Sludge Holding Tanks Blower
Building Roof Plan and Sections
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 3.85
OWRF – Sludge Holding Tanks Blower
Building Exterior Elevations
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.81
AWRF – Maintenance Building Code
Analysis
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.82
AWRF – Maintenance Building Floor
Plans
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.83
AWRF – Maintenance Building
Reflected Ceiling Plan
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.84
AWRF – Maintenance Building Roof
Plan
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.85
AWRF – Maintenance Building
Elevations
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.86
AWRF – Maintenance Building Sections
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.87
AWRF – Maintenance Building Interior
Elevations
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.88
AWRF – Maintenance Building
Schedules
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.89
AWRF – Maintenance Building Details
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.90
AWRF – Maintenance Building Details
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.91
AWRF – Maintenance Building Details
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
A – 1.92
AWRF – Maintenance Building
Furniture Plan
90% Submittal
3/12/2021
@2:03:04 PM
3/15/2021
H – 1.21
AWRF – Aeration Basin Blower Bldg.
Mech. Schedules, General Notes &
Details
90% Submittal
3/9/2021
@2:32:32 PM
3/15/2021
H – 1.22
AWRF – Aeration Basin Blower Bldg.
Mechanical HVAC Demolition Floor
Plan
90% Submittal
3/9/2021
@2:31:05 PM
3/15/2021
H – 1.23
AWRF – Aeration Basin Blower Bldg.
Mechanical HVAC Remodel Floor Plan
90% Submittal
3/9/2021
@2:29:18 PM
3/15/2021
Page 489 of 501
H – 1.81
AWRF – Maintenance Building
Mechanical Schedules and General
Notes
90% Submittal
3/11/2021
@8:22:39 AM
3/15/2021
H – 1.82
AWRF – Maintenance Building
Mechanical Schedules and Calculations
90% Submittal
3/11/2021
@8:22:59 AM
3/15/2021
H – 1.83
AWRF – Maintenance Building
Mechanical Floor Plans
90% Submittal
3/11/2021
@8:28:36 AM
3/15/2021
H – 1.84
AWRF – Maintenance Building
Mechanical Details
90% Submittal
3/10/2021
@1:47:34 PM
3/15/2021
H – 1.85
AWRF – Maintenance Building
Mechanical Details
90% Submittal
3/10/2021
@1:51:31 PM
3/15/2021
H – 3.81
OWRF – Sludge Holding Tank Blower
Building No. 2 Mechanical Schedules
and General Notes
90% Submittal
3/9/2021
@2:23:31 PM
3/15/2021
H – 3.82
OWRF – Sludge Holding Tank Blower
Building No. 2 Mechanical HVAC Floor
Plan
90% Submittal
3/9/2021
@2:16:10 PM
3/15/2021
H – 3.83
OWRF – Sludge Holding Tank Blower
Building No. 2 Mechanical Details
90% Submittal
3/9/2021
@2:10:22 PM
3/15/2021
P – 1.81
AWRF – Maintenance Building
Plumbing Schedules and General Notes
90% Submittal
3/11/2021
@8:33:49 AM
3/15/2021
P – 1.82
AWRF – Maintenance Building
Plumbing Schedules and Calculations
90% Submittal
3/11/2021
@8:33:29 AM
3/15/2021
P – 1.83
AWRF – Maintenance Building
Plumbing Floor Plans
90% Submittal
3/11/2021
@10:52:49 AM
3/15/2021
P – 1.84
AWRF – Maintenance Building
Plumbing Details
90% Submittal
3/11/2021
@8:34:22 AM
3/15/2021
P – 1.85
AWRF – Maintenance Building
Plumbing Details
90% Submittal
3/11/2021
@8:34:41 AM
3/15/2021
P – 1.86
AWRF – Maintenance Building
Plumbing Riser Diagrams
90% Submittal
3/11/2021
@1:01:57 PM
3/15/2021
E – 0.0
Electrical Symbols and Legend
90% Submittal
3/12/2021
@3:24:57 PM
3/15/2021
E – 0.01
AWRF – Plant Overall Site Plan
90% Submittal
3/12/2021
@3:25:06 PM
3/15/2021
E – 0.02
AWRF – Blower Building & Secondary
Clarifiers 1-3 Partial Site Plan
90% Submittal
3/12/2021
@3:25:14 PM
3/15/2021
E – 0.03
AWRF – Filter Basins Partial Site Plan
90% Submittal
3/12/2021
@3:25:21 PM
3/15/2021
E – 0.04
AWRF – Maintenance Building Partial
Site Plan
90% Submittal
3/12/2021
@3:25:28 PM
3/15/2021
E – 0.05
Lighting Fixture Schedule
90% Submittal
3/12/2021
@3:25:30 PM
3/15/2021
E – 1.21
AWRF – Plant Overall Single Line
Diagram – Demolition
90% Submittal
3/12/2021
@3:25:32 PM
3/15/2021
E – 1.22
AWRF – Plant Overall Single Line
Diagram Modifications
90% Submittal
3/12/2021
@3:25:34 PM
3/15/2021
Page 490 of 501
E – 1.23
AWRF – MCC-AER Single Line Diagram
Modifications 1 of 2
90% Submittal
3/12/2021
@3:25:36 PM
3/15/2021
E – 1.24
AWRF – MCC-AER Single Line Diagram
Modifications 2 of 2
90% Submittal
3/12/2021
@3:25:38 PM
3/15/2021
E – 1.25
AWRF – MCC-BL2 Single Line Diagram
Modifications
90% Submittal
3/12/2021
@3:25:40 PM
3/15/2021
E – 1.26
AWRF – Blower Building Demolition
Power Plan
90% Submittal
3/12/2021
@3:25:47 PM
3/15/2021
E – 1.27
AWRF – Blower Building Area
Modifications Power Plan
90% Submittal
3/12/2021
@3:25:56 PM
3/15/2021
E – 1.28
AWRF – Blower Building Power Conduit
Block Diagram
90% Submittal
3/12/2021
@3:25:58 PM
3/15/2021
E – 1.61
AWRF – Existing Filter Basins 1-4 Panel
Schedules - Demolition
90% Submittal
3/12/2021
@3:26:06 PM
3/15/2021
E – 1.62
AWRF – Existing Filter Basins 5-8 Panel
Schedules - Demolition
90% Submittal
3/12/2021
@3:26:12 PM
3/15/2021
E – 1.63
AWRF – Filter Basins Panel Schedules –
Modifications 1 of 2
90% Submittal
3/12/2021
@3:26:22 PM
3/15/2021
E – 1.64
AWRF – Filter Basins Panel Schedules –
Modifications 2 of 2
90% Submittal
3/12/2021
@3:26:28 PM
3/15/2021
E – 1.65
AWRF – Existing Filter Basins 1-8 Power
Plan - Demolition
90% Submittal
3/12/2021
@3:26:38 PM
3/15/2021
E – 1.66
AWRF – Filter Basin Overall Electrical
Plan
90% Submittal
3/12/2021
@3:26:48 PM
3/15/2021
E – 1.67
AWRF – Filter Basins DS1 Power Plan
90% Submittal
3/12/2021
@3:26:59 PM
3/15/2021
E – 1.68
AWRF – Filter Basins DS2 Power Plan
90% Submittal
3/12/2021
@3:27:10 PM
3/15/2021
E – 1.69
AWRF – Filter Basins DS3 Power Plan
90% Submittal
3/12/2021
@3:27:20 PM
3/15/2021
E – 1.70
AWRF – Filter Basins DS4 Power Plan
90% Submittal
3/12/2021
@3:27:30 PM
3/15/2021
E – 1.71
AWRF – Filter Basins DS5 Power Plan
90% Submittal
3/12/2021
@3:27:41 PM
3/15/2021
E – 1.72
AWRF – Filter Basins DS6 Power Plan
90% Submittal
3/12/2021
@3:27:52 PM
3/15/2021
E – 1.73
AWRF – Filter Basins Controls Conduit
Plan
90% Submittal
3/12/2021
@3:28:02 PM
3/15/2021
E – 1.74
AWRF – Filter Basins Power Conduit
Block Diagram 1 of 4
90% Submittal
3/12/2021
@3:28:06 PM
3/15/2021
E – 1.75
AWRF – Filter Basins Power Conduit
Block Diagram 2 of 4
90% Submittal
3/12/2021
@3:28:08 PM
3/15/2021
E – 1.76
AWRF – Filter Basins Power Conduit
Block Diagram 3 of 4
90% Submittal
3/12/2021
@3:28:11 PM
3/15/2021
E – 1.77
AWRF – Filter Basins Power Conduit
Block Diagram 4 of 4
90% Submittal
3/12/2021
@3:28:15 PM
3/15/2021
E – 1.78
AWRF – Filter Basins Controls Conduit
Block Diagram 1 of 3
90% Submittal
3/12/2021
@3:28:17 PM
3/15/2021
Page 491 of 501
E – 1.79
AWRF – Filter Basins Controls Conduit
Block Diagram 2 of 3
90% Submittal
3/12/2021
@3:28:20 PM
3/15/2021
E – 1.80
AWRF – Filter Basins Controls Conduit
Block Diagram 3 of 3
90% Submittal
3/12/2021
@3:28:23 PM
3/15/2021
E – 1.81
AWRF – Filter Basins Sump Pump
Schematic Diagram
90% Submittal
3/12/2021
@3:28:26 PM
3/15/2021
E – 1.82
AWRF – Fiber Optic System Single Line
Diagram Demolition
90% Submittal
3/12/2021
@3:28:29 PM
3/15/2021
E – 1.83
AWRF – Fiber Optic System Single Line
Diagram Modifications
90% Submittal
3/12/2021
@3:28:32 PM
3/15/2021
E – 1.84
AWRF – Filter Basins Lighting Plan
90% Submittal
3/12/2021
@3:28:43 PM
3/15/2021
E – 1.91
AWRF – MCC-TH2 Single Line Diagram
Modifications
90% Submittal
3/15/2021
@2:23:58 PM
3/15/2021
E – 1.92
AWRF – Maintenance Building Panel
Schedules
90% Submittal
3/15/2021
@10:27:21 AM
3/15/2021
E – 1.93
AWRF – Maintenance Building Ground
Level Power Plan
90% Submittal
3/15/2021
@10:09:01 AM
3/15/2021
E – 1.94
AWRF – Maintenance Building Lighting
Plan Sheet 1 of 2
90% Submittal
3/12/2021
@3:29:06 PM
3/15/2021
E – 1.95
AWRF – Maintenance Building Lighting
Plan Sheet 2 of 2
90% Submittal
3/15/2021
@10:09:48 AM
3/15/2021
E – 1.96
AWRF – Maintenance Building Conduit
Block Diagram 1 of 2
90% Submittal
3/12/2021
@3:41:39 PM
3/15/2021
E – 1.97
AWRF – Maintenance Building Conduit
Block Diagram 2 of 2
90% Submittal
3/12/2021
@3:39:32 PM
3/15/2021
E – 2.01
OWRF – Overall Electrical Site Plan
90% Submittal
3/12/2021
@3:26:39 PM
3/15/2021
E – 2.02
OWRF – Partial Site Electrical Plan 1
90% Submittal
3/12/2021
@3:26:49 PM
3/15/2021
E – 2.03
OWRF – Partial Site Electrical Plan 2
90% Submittal
3/12/2021
@3:26:57PM
3/15/2021
E – 2.04
OWRF – Partial Site Electrical Plan 3
90% Submittal
3/12/2021
@3:27:07 PM
3/15/2021
E – 2.05
OWRF – Partial Site Electrical Plan 4
90% Submittal
3/12/2021
@3:27:16 PM
3/15/2021
E – 2.06
OWRF – Partial Site Electrical Plan 5
90% Submittal
3/12/2021
@3:27:27 PM
3/15/2021
E – 3.01
OWRF – MCC-419-001 Single Line
Diagram – Demolition
90% Submittal
3/12/2021
@3:27:29 PM
3/15/2021
E – 3.02
OWRF – MCC-419-002 Single Line
Diagram – Demolition
90% Submittal
3/12/2021
@3:27:31 PM
3/15/2021
E – 3.03
OWRF – MCC-419-001 & 002 Existing
Load Summaries
90% Submittal
3/12/2021
@3:27:35 PM
3/15/2021
E – 3.04
OWRF – MCC-419-001 Single Line
Diagram - Modifications
90% Submittal
3/12/2021
@3:27:39 PM
3/15/2021
E – 3.05
OWRF – MCC-419-002 Single Line
Diagram - Modifications
90% Submittal
3/12/2021
@3:27:41 PM
3/15/2021
Page 492 of 501
E – 3.06
OWRF – MCC-419-001 & 002 New Load
Summaries & LP-419-001 Panel
Schedule
90% Submittal
3/12/2021
@3:27:45 PM
3/15/2021
E – 3.07
OWRF – Anoxic Basins Electrical Plan -
Demolition
90% Submittal
3/12/2021
@3:27:51 PM
3/15/2021
E – 3.08
OWRF – Anoxic Basins Electrical Plan -
Modifications
90% Submittal
3/12/2021
@3:27:55 PM
3/15/2021
E – 3.09
OWRF – Aeration Basins 1 Electrical
Plan – Modifications
90% Submittal
3/12/2021
@3:27:59 PM
3/15/2021
E – 3.10
OWRF – Aeration Basins 2 Electrical
Plan – Modifications
90% Submittal
3/12/2021
@3:28:01 PM
3/15/2021
E – 3.11
OWRF – Clarifier Splitter Box Electrical
Plan - Demolition
90% Submittal
3/12/2021
@3:28:06 PM
3/15/2021
E – 3.12
OWRF – Anoxic Basins Schematic
Diagram
90% Submittal
3/15/2021
@2:48:57 PM
3/15/2021
E – 3.13
OWRF – Aeration Basins Conduit Block
Diagram – Power 1
90% Submittal
3/12/2021
@3:28:11 PM
3/15/2021
E – 3.14
OWRF – Aeration Basins Conduit Block
Diagram – Power 2
90% Submittal
3/12/2021
@3:28:13 PM
3/15/2021
E – 3.15
OWRF – Anoxic Basins Conduit Block
Diagram – Control 1
90% Submittal
3/15/2021
@2:51:55 PM
3/15/2021
E – 3.16
OWRF – Anoxic Basins Conduit Block
Diagram – Control 2
90% Submittal
3/15/2021
@2:52:21 PM
3/15/2021
E – 3.17
OWRF – Anoxic Basins Conduit Block
Diagram – Control 3
90% Submittal
3/12/2021
@3:28:20 PM
3/15/2021
E – 3.18
OWRF – RAS Pump Schematic Diagram
90% Submittal
3/12/2021
@3:28:22 PM
3/15/2021
E – 3.19
OWRF – WAS Pump Schematic Diagram
90% Submittal
3/12/2021
@3:28:25 PM
3/15/2021
E – 3.20
OWRF – Aeration Basin Blowers and
Mixers Schematic Diagrams
90% Submittal
3/12/2021
@3:28:27 PM
3/15/2021
E – 3.21
OWRF – MCC-449-001 Single Line
Diagram - Demolition
90% Submittal
3/12/2021
@3:28:29 PM
3/15/2021
E – 3.22
OWRF – MCC-449-002 Single Line
Diagram - Demolition
90% Submittal
3/12/2021
@3:28:32 PM
3/15/2021
E – 3.23
OWRF – MCC-449-001 & 002 Load
Summaries and LP-B Panel Schedule
Demolitions
90% Submittal
3/12/2021
@3:28:36 PM
3/15/2021
E – 3.24
OWRF – MCC-449-001 New Single Line
Diagram
90% Submittal
3/12/2021
@3:28:39 PM
3/15/2021
E – 3.25
OWRF – MCC-449-002 New Single Line
Diagram
90% Submittal
3/12/2021
@3:28:42 PM
3/15/2021
E – 3.26
OWRF – MCC-449-001 & 002 Load
Summaries and LP-B & LP-419-026
Panel Schedules
90% Submittal
3/12/2021
@3:28:47 PM
3/15/2021
E – 3.27
OWRF – Secondary Clarifiers 1-3
Electrical Plan – Demolition
90% Submittal
3/12/2021
@3:28:58 PM
3/15/2021
Page 493 of 501
E – 3.28
OWRF – Blower Building MCC Room
Power Plan – Demolition
90% Submittal
3/12/2021
@3:29:05 PM
3/15/2021
E – 3.29
OWRF – Blower Building MCC Room
Power Plan – Modifications
90% Submittal
3/12/2021
@3:29:11 PM
3/15/2021
E – 3.30
OWRF – Secondary Clarifiers 1-2
Electrical Plan – Modifications
90% Submittal
3/12/2021
@3:29:17 PM
3/15/2021
E – 3.31
OWRF – Secondary Clarifier 3 Electrical
Plan – Modifications
90% Submittal
3/12/2021
@3:29:21 PM
3/15/2021
E – 3.32
OWRF – Secondary Clarifiers Schematic
Diagram
90% Submittal
3/12/2021
@3:29:24 PM
3/15/2021
E – 3.33
OWRF – Secondary Clarifiers 1-3
Conduit Block Diagram – Power
90% Submittal
3/12/2021
@3:29:26 PM
3/15/2021
E – 3.34
OWRF – Secondary Clarifiers 1-3
Conduit Block Diagram – Control
90% Submittal
3/12/2021
@3:29:28 PM
3/15/2021
E – 3.35
OWRF – Blower Conduit Block Diagram
– Power 1
90% Submittal
3/12/2021
@3:29:30 PM
3/15/2021
E – 3.36
OWRF – Blower Conduit Block Diagram
– Power 2
90% Submittal
3/12/2021
@3:29:32 PM
3/15/2021
E – 3.37
OWRF – Blower Conduit Block Diagram
– Control
90% Submittal
3/12/2021
@3:29:34 PM
3/15/2021
E – 3.38
OWRF – RAS/WAS Pump Station Power
Plan – Demolitions
90% Submittal
3/12/2021
@3:29:38 PM
3/15/2021
E – 3.39
OWRF – RAS/WAS Pump Station Power
Plan – Demolition Details
90% Submittal
3/12/2021
@3:29:41 PM
3/15/2021
E – 3.40
OWRF – RAS/WAS Pump Station Power
Plan – Modifications
90% Submittal
3/12/2021
@3:29:44 PM
3/15/2021
E – 3.41
OWRF – MCC-539-001 & 002 Single
Line Diagram – Demolition
90% Submittal
3/12/2021
@3:29:46 PM
3/15/2021
E – 3.42
OWRF – MCC-539-001 & 002 Load
Summaries – Demolition
90% Submittal
3/12/2021
@3:29:50 PM
3/15/2021
E – 3.43
OWRF – MCC-539-001 & 002 Single
Line Diagram – Modifications
90% Submittal
3/12/2021
@3:29:53 PM
3/15/2021
E – 3.44
OWRF – MCC-539-001 & 002 Load
Summaries - Modifications
90% Submittal
3/12/2021
@3:29:56 PM
3/15/2021
E – 3.45
OWRF – Traveling Bridge Filter Basins
No. 1 and 2 Electrical Plan - Demolition
90% Submittal
3/12/2021
@3:30:03 PM
3/15/2021
E – 3.46
OWRF – Filter Basins Overall Electrical
Plan
90% Submittal
3/12/2021
@3:30:10 PM
3/15/2021
E – 3.47
OWRF – Enlarged Disc Filter DIS1
Electrical Plan
90% Submittal
3/12/2021
@3:30:15 PM
3/15/2021
E – 3.48
OWRF – Enlarged Disc Filter DS2 and
DS3 Electrical Plan
90% Submittal
3/12/2021
@3:30:22 PM
3/15/2021
E – 3.49
OWRF – Enlarged Disc Filter DS4
Electrical Plan
90% Submittal
3/12/2021
@3:30:28 PM
3/15/2021
E – 3.50
OWRF – Disc Filter Sump Pump
Schematic Diagram
90% Submittal
3/12/2021
@3:30:30 PM
3/15/2021
E – 3.51
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Power 1
90% Submittal
3/12/2021
@3:30:33 PM
3/15/2021
Page 494 of 501
E – 3.52
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Power 2
90% Submittal
3/12/2021
@3:30:35 PM
3/15/2021
E – 3.53
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Power 3
90% Submittal
3/12/2021
@3:30:37 PM
3/15/2021
E – 3.54
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Control 1
90% Submittal
3/12/2021
@3:30:39 PM
3/15/2021
E – 3.55
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Control 2
90% Submittal
3/12/2021
@3:30:41 PM
3/15/2021
E – 3.56
OWRF – Disc Filters DS1-DS4 Conduit
Block Diagram – Control 3
90% Submittal
3/12/2021
@3:30:44 PM
3/15/2021
E – 3.57
OWRF – Disc Filters Canopy Lighting
Plan
90% Submittal
3/12/2021
@3:30:47 PM
3/15/2021
E – 3.61
OWRF – Reclaimed Water Pump Station
Panel Schedules – Modifications
90% Submittal
3/12/2021
@3:30:51 PM
3/15/2021
E – 3.62
OWRF – Reclaimed Water Pump Station
Panel Schedules – Demolition
90% Submittal
3/12/2021
@3:30:56 PM
3/15/2021
E – 3.63
OWRF – Reclaimed Water Pump Station
Electrical Building Plan – Modifications
90% Submittal
3/12/2021
@3:31:01 PM
3/15/2021
E – 3.64
OWRF – Reclaimed Water Reservoir
Electrical Plan
90% Submittal
3/12/2021
@3:31:06 PM
3/15/2021
E – 3.65
OWRF – Reclaimed Water Reservoir
Conduit Block Diagram – Power
90% Submittal
3/12/2021
@3:31:09 PM
3/15/2021
E – 3.66
OWRF – Reclaimed Water Reservoir
Conduit Block Diagram – Control
90% Submittal
3/12/2021
@3:31:11 PM
3/15/2021
E – 3.81
OWRF – MCC-610-001 & 002 Single
Line Diagrams – Modifications
90% Submittal
3/12/2021
@3:31:13 PM
3/15/2021
E – 3.82
OWRF – MCC-610-001 & 002 Load
Summaries/Elev – Modifications
90% Submittal
3/12/2021
@3:31:17 PM
3/15/2021
E – 3.83
OWRF – MCC-610-003 & 004 Single
Line Diagrams
90% Submittal
3/12/2021
@3:31:21 PM
3/15/2021
E – 3.84
OWRF – MCC-610-001 & 004 Load
Summaries/Elevations
90% Submittal
3/12/2021
@3:31:25 PM
3/15/2021
E – 3.85
OWRF – DP-610-002 and LP-610-002
Panel Schedules
90% Submittal
3/12/2021
@3:31:29 PM
3/15/2021
E – 3.86
OWRF – Sludge Holding Facilities
Overall Electrical Plan
90% Submittal
3/12/2021
@3:31:34 PM
3/15/2021
E – 3.87
OWRF – New Sludge Holding Electrical
Room – Electrical Power Plan
90% Submittal
3/12/2021
@3:31:38 PM
3/15/2021
E – 3.88
OWRF – New Sludge Holding Blower
Room – Electrical Power Plan
90% Submittal
3/12/2021
@3:31:42 PM
3/15/2021
E – 3.89
OWRF – New Sludge Holding Tanks
Electrical Power Plan
90% Submittal
3/12/2021
@3:31:45 PM
3/15/2021
E – 3.90
OWRF – New Sludge Holding Building
Electrical Lighting Plan
90% Submittal
3/12/2021
@3:31:49 PM
3/15/2021
E – 3.91
OWRF – New Sludge Holding Tanks
Electrical Lighting Plan
90% Submittal
3/12/2021
@3:31:53 PM
3/15/2021
E – 3.92
OWRF – Sludge Holding Tank Blowers
Schematic Diagrams
90% Submittal
3/12/2021
@3:31:55 PM
3/15/2021
Page 495 of 501
E – 3.93
OWRF – Sludge Holding Facility Conduit
Block Diagram – Power 1
90% Submittal
3/12/2021
@3:31:57 PM
3/15/2021
E – 3.94
OWRF – Sludge Holding Facility Conduit
Block Diagram – Power 2
90% Submittal
3/12/2021
@3:31:59 PM
3/15/2021
E – 3.95
OWRF – Sludge Holding Facility Conduit
Block Diagram – Control
90% Submittal
3/12/2021
@3:32:01 PM
3/15/2021
E – 7.01
Standard Electrical Details Sheet 1
90% Submittal
3/12/2021
@3:32:04 PM
3/15/2021
E – 7.02
Standard Electrical Details Sheet 2
90% Submittal
3/12/2021
@3:32:06 PM
3/15/2021
E – 7.03
Standard Electrical Details Sheet 3
90% Submittal
3/12/2021
@3:32:08 PM
3/15/2021
I – 0.00
Instrumentation Standard Symbols and
Legend
90% Submittal
3/12/2021
@3:45:41 PM
3/15/2021
I – 1.61
AWRF – Disc Filter DS1 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:11:59 PM
3/15/2021
I – 1.62
AWRF – Disc Filter DS1 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:12:00 PM
3/15/2021
I – 1.63
AWRF – Disc Filter DS1 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:01 PM
3/15/2021
I – 1.64
AWRF – Disc Filter DS2 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:12:01 PM
3/15/2021
I – 1.65
AWRF – Disc Filter DS2 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:20:23 PM
3/15/2021
I – 1.66
AWRF – Disc Filter DS2 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:02 PM
3/15/2021
I – 1.67
AWRF – Disc Filter DS3 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:12:02 PM
3/15/2021
I – 1.68
AWRF – Disc Filter DS3 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:12:03 PM
3/15/2021
I – 1.69
AWRF – Disc Filter DS3 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:03 PM
3/15/2021
I – 1.70
AWRF – Disc Filter DS4 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:12:04 PM
3/15/2021
I – 1.71
AWRF – Disc Filter DS4 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:12:04 PM
3/15/2021
I – 1.72
AWRF – Disc Filter DS4 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:05 PM
3/15/2021
I – 1.73
AWRF – Disc Filter DS5 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:12:05 PM
3/15/2021
I – 1.74
AWRF – Disc Filter DS5 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:12:06 PM
3/15/2021
I – 1.75
AWRF – Disc Filter DS5 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:06 PM
3/15/2021
I – 1.76
AWRF – Disc Filter DS6 P&ID Sheet 1 of
3
90% Submittal
3/15/2021
@2:12:07 PM
3/15/2021
I – 1.77
AWRF – Disc Filter DS6 P&ID Sheet 2 of
3
90% Submittal
3/15/2021
@2:12:07 PM
3/15/2021
Page 496 of 501
I – 1.78
AWRF – Disc Filter DS6 P&ID Sheet 3 of
3
90% Submittal
3/15/2021
@2:12:08 PM
3/15/2021
I – 1.79
AWRF – Disc Filters Basins Sump P&ID
90% Submittal
3/15/2021
@2:31:58 PM
3/15/2021
I – 3.00
OWRF – Control System Architecture
Modifications – Sheet 1 of 2
90% Submittal
3/12/2021
@3:35:37 PM
3/15/2021
I – 3.01
OWRF – Control System Architecture
Modifications – Sheet 2 of 2
90% Submittal
3/12/2021
@3:35:39 PM
3/15/2021
I – 3.02
OWRF – Anoxic Basins P&ID –
Modifications
90% Submittal
3/15/2021
@3:08:11 PM
3/15/2021
I – 3.03
OWRF – Blower Building Miscellaneous
P&ID
90% Submittal
3/12/2021
@3:35:44 PM
3/15/2021
I – 3.04
OWRF – Aeration Basin 1 P&ID –
Modifications
90% Submittal
3/12/2021
@3:35:46 PM
3/15/2021
I – 3.05
OWRF – Aeration Basin 2 P&ID –
Modifications
90% Submittal
3/12/2021
@3:35:48 PM
3/15/2021
I – 3.06
OWRF – Aeration Blower 1 P&ID –
Modifications
90% Submittal
3/12/2021
@3:35:50 PM
3/15/2021
I – 3.07
OWRF – Aeration Blower 2 P&ID –
Modifications
90% Submittal
3/12/2021
@3:35:53 PM
3/15/2021
I – 3.08
OWRF – Aeration Blower 3 P&ID –
Modifications
90% Submittal
3/12/2021
@3:35:55 PM
3/15/2021
I – 3.21
OWRF – Secondary Clarifier No. 1 P&ID
90% Submittal
3/12/2021
@3:35:57 PM
3/15/2021
I – 3.22
OWRF – Secondary Clarifier No. 2 P&ID
90% Submittal
3/12/2021
@3:35:59 PM
3/15/2021
I – 3.23
OWRF – Secondary Clarifier No. 3 P&ID
90% Submittal
3/12/2021
@3:36:01 PM
3/15/2021
I – 3.31
OWRF – RAS Pump Station P&ID
90% Submittal
3/15/2021
@3:43:57 PM
3/15/2021
I – 3.32
OWRF – WAS Pump Station P&ID
90% Submittal
3/15/2021
@3:43:43 PM
3/15/2021
I – 3.41
OWRF – Disc Filter DS1 P&ID Sheet 1 of
3
90% Submittal
3/12/2021
@3:36:09 PM
3/15/2021
I – 3.42
OWRF – Disc Filter DS1 P&ID Sheet 2 of
3
90% Submittal
3/12/2021
@3:36:11 PM
3/15/2021
I – 3.43
OWRF – Disc Filter DS1 P&ID Sheet 3 of
3
90% Submittal
3/12/2021
@3:36:13 PM
3/15/2021
I – 3.44
OWRF – Disc Filter DS2 P&ID Sheet 1 of
3
90% Submittal
3/12/2021
@3:36:16 PM
3/15/2021
I – 3.45
OWRF – Disc Filter DS2 P&ID Sheet 2 of
3
90% Submittal
3/12/2021
@3:36:18 PM
3/15/2021
I – 3.46
OWRF – Disc Filter DS2 P&ID Sheet 3 of
3
90% Submittal
3/12/2021
@3:36:19 PM
3/15/2021
I – 3.47
OWRF – Disc Filter D31 P&ID Sheet 1 of
3
90% Submittal
3/12/2021
@3:36:22 PM
3/15/2021
I – 3.48
OWRF – Disc Filter DS3 P&ID Sheet 2 of
3
90% Submittal
3/12/2021
@3:36:24 PM
3/15/2021
Page 497 of 501
I – 3.49
OWRF – Disc Filter DS3 P&ID Sheet 3 of
3
90% Submittal
3/12/2021
@3:36:26 PM
3/15/2021
I – 3.50
OWRF – Disc Filter DS4 P&ID Sheet 1 of
3
90% Submittal
3/12/2021
@3:36:28 PM
3/15/2021
I – 3.51
OWRF – Disc Filter DS4 P&ID Sheet 2 of
3
90% Submittal
3/12/2021
@3:36:30 PM
3/15/2021
I – 3.52
OWRF – Disc Filter DS4 P&ID Sheet 3 of
3
90% Submittal
3/12/2021
@3:36:32 PM
3/15/2021
I – 3.53
OWRF – Disc Filter Basins Sump P&ID
90% Submittal
3/12/2021
@3:36:34 PM
3/15/2021
I – 3.61
OWRF – Reclaimed Water Reservoir
P&ID
90% Submittal
3/12/2021
@3:36:37 PM
3/15/2021
I – 3.81
OWRF – Sludge Holding Tank Blower
No. 4 P&ID
90% Submittal
3/12/2021
@3:36:39 PM
3/15/2021
I – 3.82
OWRF – Sludge Holding Tank Blower
No. 5 P&ID
90% Submittal
3/12/2021
@3:36:42 PM
3/15/2021
I – 3.83
OWRF – Sludge Holding Tank Blower
No. 6 P&ID
90% Submittal
3/12/2021
@3:36:45 PM
3/15/2021
I – 3.84
OWRF – Sludge Holding Tank Blower Air
Supply Header P&ID
90% Submittal
3/12/2021
@3:36:47 PM
3/15/2021
I – 3.85
OWRF – Sludge Holding Tank No. 3
P&ID
90% Submittal
3/12/2021
@3:36:50 PM
3/15/2021
I – 3.86
OWRF – Sludge Holding Tank No. 4
P&ID
90% Submittal
3/12/2021
@3:36:53 PM
3/15/2021
I – 3.87
OWRF – Dewatering Feed Pump No. 1
P&ID – Modifications
90% Submittal
3/12/2021
@3:36:55 PM
3/15/2021
I – 3.88
OWRF – Dewatering Feed Pump No. 2
P&ID – Modifications
90% Submittal
3/12/2021
@3:36:58 PM
3/15/2021
I – 3.89
OWRF – Dewatering Feed Pump No. 3
P&ID – Modifications
90% Submittal
3/12/2021
@3:37:01 PM
3/15/2021
I – 3.90
OWRF – Dewatering Feed Pump No. 7
P&ID – Modifications
90% Submittal
3/12/2021
@3:37:03 PM
3/15/2021
I – 3.91
OWRF – Sludge Holding Tank Building
Miscellaneous P&ID
90% Submittal
3/12/2021
@3:37:06 PM
3/15/2021
Page 498 of 501
General Conditions
Chandler WRF Improvement Project GMP 2
6/21/2021
Total
Unit
Description
Quantity
Unit
Price
Total
General Conditions
Project/Field Supervision
Project Manager (Ben Whitlock)
98.0
WK
5,168.16
$506,480
Assistant Project Manager (Dylan Hess)
53.0
WK
4,354.78
$230,803
Safety Manager
28.0
WK
4,953.01
$138,684
General Superintendant (Mike Wigness)
15.0
WK
5,502.22
$82,533
Superintendent (Pete Cervantes)
101.0
WK
5,070.36
$512,107
Asstistant Superintendent (Ezequiel Pulido)
18.0
WK
4,358.68
$78,456
Concrete Superintendent (Jose Vega)
20.4
WK
4,995.16
$101,901
Project Engineer (Taylor Meulemans)
58.0
WK
3,673.03
$213,036
Project Engineer (Patrick Hoffman)
53.0
WK
3,673.03
$194,671
Project Engineer (Zach Staley)
53.0
WK
3,673.03
$194,671
Project Secretary (Tosh Nakasawa)
85.0
WK
2,599.91
$220,992
Job Support Items
Double Wide Trailers (Ocotillo)
13.0
MO
1,441.00
$18,733
Double Wide Trailers (Airport)
12.0
MO
1,441.00
$17,292
Move & Setup Office
2.0
EA
9,100.00
$18,200
Trailer Engineering
2.0
EA
2,200.00
$4,400
Trailer Permits
1.0
LS
11,000.00
$11,000
Office Utility Hookup
2.0
EA
3,500.00
$7,000
Office Cleanup
160.0
WK
100.00
$16,000
Office Equipment
36.0
MO
1,400.00
$50,400
Office Furniture
3.0
EA
2,500.00
$7,500
Office Supplies
23.0
MO
800.00
$18,400
Postal/Delivery Costs
37.0
MO
500.00
$18,500
Network Data Services
37.0
MO
500.00
$18,500
Network and Wireless Hardware Setup
2.0
EA
4,000.00
$8,000
Network and Wireless Hardware (AWRF)
14.0
MO
145.00
$2,030
Network and Wireless Hardware (OWRF)
23.0
MO
250.00
$5,750
Temp Electric Hookup
1.0
EA
7,500.00
$7,500
Temp Water Hookup
1.0
EA
3,500.00
$3,500
Drinking Water/Cups
37.0
MO
500.00
$18,500
General Conditions Total
$2,725,539
Page 499 of 501
City of Chandler WRF Improvements Project
McCarthy Org Chart submitted with May 2021 proposal:
Page 2 of 2
Page 500 of 501
City of Chandler Water Reclamation Facility Improvements Project
Project No. WW1901.201 GMP 2
McCarthy Equipment Rates
EQUIPMENT - with fuel and maintenance
EQUIPMENT - bare rental
Equipment
Type
Monthly (M) or
Hourly (H) Charge
CRANE - 65 TON
M
$16,145.75
FORKLIFT - 8000#
M
$3,245.00
SCISSOR LIFT - SJM 3219
M
$670.45
LIGHT PLANT / TOWER
M
$825.00
COMPRESSOR - 175 CFM
M
$945.65
TRUCK - JOBSITE
M
$626.45
WATER BUFFALO TRUCK
M
$821.59
Equipment rates are based on the Blue Book monthly hourly rate for Arizona. Rates
include cost of ownership and all operating costs. The monthly hourly rate is based on
176 hours per month.
WW1901.401
Page 501 of 501