GMP No.2 - PCL Construction, Inc.
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Project Name: Reclaimed Water Conveyance Improvements GMP2 – CO1
Page 1
Project No.: WW2206.401
Rev. 10/23/23
Amendment authorized by Owner name: Josef Kennis Date: 10/31/2023
Original Agreement amount:
$2,614,687
Previous Change Order total:
$0
Last Agreement amount approved by Council:
$0
This Change Order:
$10,967,208
This Change Order + previous Change Order(s) not approved by
Council total:
$10,967,208
Revised Agreement total:
$13,581,895
Council Approval Required (yes indicates approval required)
Yes
No
Change Order(s) total over $100,000:
☒
☐
Change Order(s) total causes Agreement to exceed $100,000:
☒
☐
Agreement Time
Agreement time prior to this Change Order (including previous
change order(s):
480
Calendar Days
Net change resulting from this Change Order:
201
Calendar Days
CHANGE ORDER NO.
1
DATE
10/31/2023
This Change Order No. 1 (“Change Order No. 1”) to the construction services agreement is made by
and between the City of Chandler, an Arizona municipal corporation, (“City”) and McCarthy Building
Companies, Inc. (“Contractor”), on this ______ day of ___________________, 2023 (“Effective Date” by
Clerk).
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates
Agreement herewith, including any adjustments in the Agreement Price or Agreement Time.
Project Name:
RECLAIMED WATER CONVEYANCE IMPROVEMENTS (GMP 2)
Project No.:
WW2206.401
User Dept.:
Public Works & Utilities
NTP Date: August 31, 2023
TO:
PCL Construction, Inc.
1711 W. Greentree Dr., Ste 201 Tempe AZ 85284
(CONTRACTOR)
(Mailing Address)
Seth.Richards@PCL.com
(Email Address)
Contractor must make the following changes to this Agreement: (Detail scope change (Exh. A) / cost
breakdown (Exh. B), if needed)
This scope of work is for the addition of new pumps, new piping, and a new electrical building at the
AWRF reclaimed water pump station. Improvements at OWRF include a new flow control structure
and piping. The scope also includes the equipping of two ASR Wells
Project Name: Reclaimed Water Conveyance Improvements GMP2 – CO1
Page 2
Project No.: WW2206.401
Rev. 10/23/23
Revised Agreement time (including this Change Order):
681
Calendar Days
Council Approval (if applicable)
Council Approval Date:
Item No.
Reclaimed Water Conveyance Improvements
GMP 2
Project No. WW2206.401
Construction Manager at Risk Services
April 20, 2023
Construction Manager at Risk Services
October 25, 2023
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Table of Contents
Project Description
Section 1
Guaranteed Maximum Price (GMP) Proposal
Section 2
2.0 - CM@RISK GMP Summary
2.1- Detailed Cost Estimate
2.2 - Supplier & Subcontractor Selection Summary
2.3 - Selected Suppliers
-Selected Proposals/Bids
2.4 - Bid Response Explanation
2.5 - Assumptions & Clarifications
Schedule of Values (SOV)
Section 3
Project Schedule
Section 4
List of GMP Plans and Specifications Section 5
CMAR Deliverables
Section 6
6.0 – Procurement Selection Plan
6.1 - Staffing Plan & Resumes
6.2 - Equipment Plan
6.3 - Phasing & Site Logistics Plan
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Project Description (Scope):
Reclaimed Water Conveyance Improvements Project
The scope of work to be performed, under the Reclaimed Water Conveyance Improvements project
include the following but are not limited to:
1. Airport WRF Reclaimed Water Pump Station:
a. Installation of pumps, piping, and incidental electrical work.
b. Complete all necessary Site Work.
c. Connection of all electrical and mechanical services.
2. Airport WRF Electrical Building:
a. Installation of prefabricated electrical building.
b. Installation of RWCI Transformers, MCCs, VFDs, and control panels.
c. Demolition of existing and installation of proposed 15kv switches.
3. Ocotillo WRF Flow Control Structure:
a. Installation of pressure reducing valves, magnetic flow meters, piping, air
release valves and other incidental valves.
b. Complete all necessary Site Work.
c. Connection of all electrical and mechanical services.
Location: Chandler Airport WRF and Ocotillo WRF, in Chandler, Arizona
Type of Job: Conveyance Improvements
Usage: Water Reclamation Facility and Distribution
List Proposed Improvements: (mechanical and electrical)
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Section 2
Guaranteed Maximum Price (GMP) Proposal
Date:
Amount
$2,535,855.00
$3,986,711.00
TOTAL COST OF WORK:
$6,522,566.00
$1,701,226.00
SUBTOTAL 1 (COST of WORK) (A + B):
$8,223,791.00
$596,225.00
SUBTOTAL 2 (A + B + C):
$8,820,016.00
D1 Bonds (Payment and Performance)
$113,383.00
D2 Insurance
$115,133.00
TOTAL BONDS & INSURANCE:
$228,516.00
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$9,048,532.00
E1 Sales Tax
$436,592.00
E2 Tax Credits
-$67,597.00
TOTAL SALES TAX:
$368,995.00
F1 Owner's Allowance
$700,000.00
F3 Unforeseen Utility Allowance
$100,000.00
F4 Temporary Power Allowance
$273,607.00
F5 Intel Property Access Allowance
$26,075.00
TOTAL ALLOWANCES:
$1,099,682.00
G1 Construction Contingency
$449,999.00
TOTAL CONTINGENCIES:
TOTAL GMP PROPOSAL:
$10,967,208.00
EXHIBIT D
CM@RISK GMP SUMMARY (PAGE 2 of 2)
Project Name: Reclaimed Water Conveyance Improvements - GMP 2
10/25/2023
Project Location: AWRF and OWRF
City of Chandler Project No.: WW2206.401
Al Cost of Work (self perform, no mark-up)
A. Cost of Work
A2 Cost of Work (subcontractors, suppliers, materialmen)
F. Approved Allowances
G. Contingencies
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
B. General Conditions
C. CM@Risk's Fee
D. Bonds and Insurance (on Subtotal 1)
E. Sales Tax
Proprietary and Confidential
Date
Owner File No
BE Number
Tony Spera
GMP 2 REVISED
54.501.MAJ.23.120036
October 24, 2023
Estimator
Opportunity No
WW2206.401
General Estimate Summary & Item Analysis Sheet
Civil Infrastructure
PCL Construction, Inc.
Project
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 – AWRF & OWRF
Imprv)
Chandler, AZ, USA
City of Chandler
Location
Wilson Engineers
Owner
Designer
Time
12:14:53 PM
PCL Construction, Inc.
Subcontract
Material
Equipment
UOM
Sheet
Name
Description
Quantity
Total Price
Labor
Total
Unit
Total
Unit
Total
Unit
Hours
Rate
Total
Hours
Unit
Total
Services/
Tools / Supplies
Unit
Total
Chandler AZ, USA
GMP 2 REVISED
WW2206.401
54.501.MAJ.23.120036
Opportunity No
Location
Project
BE Number
Owner File No
Oct 24, 2023
Tony Spera
General Estimate Summary
12:14:53 PM
Civil Infrastructure
Chandler Reclaimed Water Conveyance (CMAR) (G
Summary Page 1 of 2
DIRECT PRICE
PHASE 1-ON-SITE IMPROVEMENTS
1 LS
4,731,785
LS
AWRF ON SITE IMPROVEMENTS
1
1,845,596
---
656,804
755,432
1,160,209
AWRF
---
---
313,744
---
---
21,753
10,168
64.59
1,790,780
LS
OWRF ON SITE IMPROVEMENTS
1
583,800
---
386,603
339,949
397,105
OWRF
---
---
83,324
---
---
10,580
5,689
67.96
6,522,566
PHASE 1-ON-SITE IMPROVEMENTS
1 LS
1,043,407
1,095,381
1,557,315
2,429,396
---
---
---
397,068
---
---
32,333
---
15,857
GENERAL CONDITIONS PRICE
1 LS
1,701,226
LS
GENERAL CONDITIONS (EXCLUDING
BONDS AND INSURANCE)
1
---
---
1,183,783
231,671
---
GE 2
---
---
285,772
---
---
40,130
11,228
105.43
1,701,226
GENERAL CONDITIONS PRICE
1 LS
1,183,783
231,671
---
---
---
---
---
285,772
---
---
40,130
---
11,228
DIRECT PRICE
2,227,189
1,327,052
1,557,315
2,429,396
---
8,223,791
---
---
682,840
---
---
72,463
---
27,085
PROJECT BONDING & INSURANCE
1
113,383
LS
PROJECT BONDING
1
---
---
---
---
---
GE.8
---
---
113,383
---
---
---
---
---
1
115,133
LS
PROJECT INSURANCE
1
---
---
---
---
---
GE.9
---
---
115,133
---
---
---
---
---
PROJECT BONDING & INSURANCE
---
---
---
---
---
228,516
---
---
228,516
---
---
---
---
---
TOTAL PRICE
2,227,189
1,327,052
1,557,315
2,429,396
---
8,452,307
---
---
911,356
---
---
72,463
---
27,085
596,225
Fee
7.05% T.C.
TOTAL BID
9,048,532
TAXES
368,995
LS
PROJECT TAXES
1
---
---
---
---
---
PRJ TAX
---
---
368,995
---
---
---
---
---
TAXES
---
---
---
---
---
368,995
---
---
368,995
---
---
---
---
---
CONTINGENCIES & ALLOWANCES
449,999
LS
CONSTRUCTION CONTINGENCY
1
40,987
---
---
---
---
CC
---
---
409,012
---
---
---
---
---
100,000
LS
UNFORESEEN UTILITY ALLOWANCE
1
---
---
---
---
---
UTL A
---
---
100,000
---
---
---
---
---
273,607
LS
TEMPORARY POWER ALLOWANCE
1
273,607
---
---
---
---
TP A
---
---
---
---
---
---
---
---
STANDARD-LANDSCAPE-MASTER.RPT
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
Proprietary and Confidential
U01
PCL Construction, Inc.
Subcontract
Material
Equipment
UOM
Sheet
Name
Description
Quantity
Total Price
Labor
Total
Unit
Total
Unit
Total
Unit
Hours
Rate
Total
Hours
Unit
Total
Services/
Tools / Supplies
Unit
Total
Chandler AZ, USA
GMP 2 REVISED
WW2206.401
54.501.MAJ.23.120036
Opportunity No
Location
Project
BE Number
Owner File No
Oct 24, 2023
Tony Spera
General Estimate Summary
12:14:53 PM
Civil Infrastructure
Chandler Reclaimed Water Conveyance (CMAR) (G
Summary Page 2 of 2
700,000
LS
OWNER'S ALLOWANCE
1
---
---
---
---
---
OA
---
---
700,000
---
---
---
---
---
26,075
LS
INTEL PROPERTY ACCESS
ALLOWANCE
1
---
---
---
---
---
IA
---
---
26,075
---
---
---
---
---
CONTINGENCIES & ALLOWANCES
---
---
---
314,594
---
1,549,681
---
---
1,235,087
---
---
---
---
---
TOTAL PRICE
10,967,208
STANDARD-LANDSCAPE-MASTER.RPT
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Proprietary and Confidential
U01
Detail Page 1 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
DIVISION 1 - GENERAL
REQUIREMENTS
LS
1
SWPPP/Dust Control
LS
1
Install SWPPP
SWPPP Permit
1 LS
---
---
---
---
---
---
---
---
---
---
1,350
1,350
---
---
---
Bckho-Ldr Ct 420C 1.0cy
40 HR
40
56.93
2,277
70.23
2,809
---
---
---
---
127.15
5,086
OP2
---
---
1.000
1.000
2
Labor
40 HR
80
46.17
3,694
---
---
---
---
---
---
92.34
3,694
LG3
---
---
1.000
1.000
Foreman
40 HR
40
87.71
3,508
---
---
---
---
---
---
87.71
3,508
FM8
---
---
1.000
1.000
Materials
1 LS
---
---
---
---
---
---
---
---
---
---
7,000
7,000
---
---
---
Maintain SWPPP
Bckho-Ldr Ct 420C 1.0cy
160 HR
160
56.93
9,108
70.23
11,236
---
---
---
---
127.15
20,344
OP2
---
---
1.000
1.000
2
Labor
160 HR
320
46.17
14,774
---
---
---
---
---
---
92.34
14,774
LG3
---
---
1.000
1.000
Foreman
160 HR
160
87.71
14,033
---
---
---
---
---
---
87.71
14,033
FM8
---
---
1.000
1.000
Materials
1 LS
---
---
---
---
---
---
---
---
---
---
3,500
3,500
---
---
---
Dust Control
Dust Control Permit
1 LS
---
---
---
---
---
---
---
---
---
---
2,000
P
2,000
---
---
---
Trc Water-TA 2000 Gal -O
7.75 MO
---
---
---
47.18
63,255
---
---
---
---
8,161.92
63,255
---
---
1.000
1.000
Oper Group 2
3.88 MO
672
56.93
38,235
---
---
---
---
---
---
9,866.99
38,235
OP2
---
---
1.000
1.000
Standpipe (6" J-Stand)
12 MO
---
---
---
3.50
7,272
---
---
---
---
606.00
7,272
---
---
1.000
1.000
2
6"x50' Layflat Hose-Camlock
12 MO
---
---
---
1.69
7,032
---
---
---
---
586.00
7,032
---
---
1.000
1.000
6"vicx6" Female Camlock Adapter
12 MO
---
---
---
0.0607
126
---
---
---
---
10.50
126
---
---
1.000
1.000
6" Camlock x 2.5" MPT Adapter
12 MO
---
---
---
0.5202
1,080
---
---
---
---
90.00
1,080
---
---
1.000
1.000
Delivery/Pick-up
2 EA
---
---
---
---
---
---
---
---
---
462.50
925
925
462.50
---
---
Construction Water Usage
8,000 GAL/DAY For 12 MO = 2,112,000
Est. Prices per water Unit (748 Gallons) = $2.17
$.0029/Gallon
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 2 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Construction Water (Dust Cnrl)
2,112,000 GAL
---
---
---
---
---
0.002900
6,125
---
---
0.002900
6,125
---
---
---
---
Construction water (Earthwork)
38,000 GAL
---
---
---
---
---
0.002900
110
---
---
0.002900
110
---
---
---
---
14,775
1.00 LS
1,472
58.18
85,629
---
92,810
---
6,235
---
---
---
199,449
SWPPP/Dust Control
14,775
---
---
---
Quality control
LS
1
Compaction QC Technician 204.00 HR 12648.000
Concrete QC Technician 28.00 HR 1736.000
Asphalt QC Technician 4.00 HR 248.000
Technician Trip Charges 61.00 EA 2440.000
Gradation 2.00 EA 260.000
Concrete Cylinders (7 EA Pours) 7.00 EA 560.000
Project Management,Reports, and 1.00 LS 0.000
all other price associated with 17892.000
QC Testing Requirements
RAMM
Quality Control Sub
1 LS
---
---
---
---
---
---
---
---
17,892
---
17,892
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
17,892
---
17,892
Quality control
---
---
---
---
Survey
LS
1
Survey & As-Built Documentation
Survey for AWRF
PCL Survey Equipment
10 MO
---
---
---
15.51
26,830
---
---
---
---
2,682.96
26,830
---
---
1.000
1.000
Control Points & Benchmarks 1.00 LS 1,600.00
Staking for buried pipe install 1.00 LS 2,400.00
Staking for structural concrete 1.00 LS 800.00
Staking for earthwork (cuts/fills) 1.00 LS 800.00
As-Builts New Pipe & Electrical 1.00 LS 2,400.00
Re-Staking 1.00 LS 6,000.00
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AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 3 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
14,000.00
Lemme Associates AZ
Survey (SUB)
1 LS
---
---
---
---
---
---
---
---
14,000
---
14,000
---
---
---
---
---
1.00 LS
---
---
---
---
26,830
---
---
---
14,000
---
40,830
Survey
---
---
---
---
Support Equipment
LS
1
Forklift, RT 10,000# Reach (IDLE)
9.50 MO
---
---
---
88.09
144,771
---
---
---
--- 15,239.08
144,771
---
---
1.000
1.000
---
1.00 LS
---
---
---
---
144,771
---
---
---
---
---
144,771
Support Equipment
---
---
---
---
Field Supervision
LS
1
Assistant Superintendent
6 MO
1,040
105.17 109,377
42.07
43,663
---
---
---
--- 25,506.70
153,040
SU1
---
---
1.000
1.000
Cellular Billing; Field Mgmt.
6 MO
---
---
---
---
---
---
---
---
---
150.00
900
900
150.00
---
---
Computer Equipment, Field Mgmt.
6 MO
---
---
---
---
---
---
---
---
---
250.00
1,500
1,500
250.00
---
---
2,400
1.00 LS
1,040
105.17 109,377
---
43,663
---
---
---
---
---
155,440
Field Supervision
2,400
---
---
---
Small Tools-Expendables-Safety
%
100
Small Tool Assess
27,085 MH
---
---
---
---
---
---
---
---
---
1.25
33,856
33,856
1.25
---
---
Expendables Assess
27,085 MH
---
---
---
---
---
---
---
---
---
0.700000
18,959
18,959
0.700000
---
---
Safety Assess (5% of total Hourly Price)
784,070 EA
---
---
---
---
---
---
---
---
---
0.050000
39,204
39,204
0.050000
---
---
92,019
100.00 %
---
---
---
---
---
---
---
---
---
920.19
92,019
Small Tools-Expendables-Safety
92,019
920.19
---
---
Dumpster
12 MO
---
---
---
---
---
---
---
---
---
800.00
9,600
9,600
800.00
---
---
1.00 LS
2,512
77.64
195,005
---
308,075
---
6,235
---
31,892
---
660,001
DIVISION 1 - GENERAL REQUIRE
118,794
---
---
---
DIVISION 2 - SITE CONSTRUCTION
LS
1
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AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 4 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Demolition
LS
1
Demo 15Kv Switch Pads
EA
2
Demo STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,000
1,000
---
---
---
Air Hose,Whip Checks,Bits,Jackhammer(s)
2
Labor Group 3
2 EA
16
46.17
739
---
---
---
---
---
---
369.36
739
LG3
---
---
4.000
0.250
Bckho-Ldr Ct 420C 1.0cy
2 EA
8
56.93
455
70.23
562
---
---
---
---
508.61
1,017
OP2
---
---
4.000
0.250
Comp 185 CFM Diesel
2 EA
---
---
---
42.87
343
---
---
---
---
171.48
343
---
---
4.000
0.250
Haul-Off Dumpster (Concrete/Rebar)
1 LD
---
---
---
---
---
---
---
---
---
500.00
500
500
500.00
---
---
2.00 EA
24
49.76
1,194
452.39
905
---
---
---
---
1,799.45
3,599
Demo 15Kv Switch Pads
750.00
1,500
12.000
0.083
1,500
1.00 LS
24
49.76
1,194
---
905
---
---
---
---
---
3,599
Demolition
1,500
---
---
---
Site Preperation
SF
40,000
Laydown/Restore
Laydown Yard
SF
40,000
Assume no clear and grub. Only restore
Restore Site
Purchase DG
475 TN
---
---
---
---
---
33.50
15,913
---
---
33.50
15,913
---
---
---
---
Labor Group 3
40,000 SF
24
46.17
1,109
---
---
---
---
---
---
0.027713
1,109
LG3
---
---
0.001
1,666
Ldr 950G RT w/GP-4.0cy
40,000 SF
24
56.93
1,367
79.46
1,908
---
---
---
---
0.081864
3,275
OP2
---
---
0.001
1,666
Cat 416F2 IL Skiploader-0
40,000 SF
24
56.93
1,367
78.68
1,889
---
---
---
---
0.081394
3,256
OP2
---
---
0.001
1,666
Trc Water-TA 2000 Gal -O
40,000 SF
24
56.93
1,367
47.18
1,133
---
---
---
---
0.062487
2,499
OP2
---
---
0.001
1,666
40,000.00 SF
96
54.24
5,209 0.123240
4,930
0.397813
15,913
---
--- 0.651271
26,051
Laydown Yard
---
---
0.002
416.500
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 5 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
---
40,000.00 SF
96
54.24
5,209
0.123240
4,930
0.397813
15,913
---
--- 0.651271
26,051
Site Preperation
---
---
0.002
416.500
Perimeter Fencing
LS
1
Area: AWRF
Remove Existing Fence, Supply & Install Fencing/Posts
40 LF (For Pipe Installation)
Liberty Fence & Supply
Fencing Sub
1 LS
---
---
---
---
---
---
---
---
3,500
---
3,500
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
3,500
---
3,500
Perimeter Fencing
---
---
---
---
Earthwork
LS
1
SOG Earthwork
LS
1
SOG Ex
186 CY
Pumpstation Pad 60.00 CY
Electrical Bld 45.00 CY
Transformer Pad 25.00 CY
Pipe supports 5.00 CY
15 KV Pads 51.00 cy
Excavate 186.00 CY
Labor Fmn.
186 CY
24
87.71
2,105
---
---
---
---
---
---
11.32
2,105
FM8
---
---
0.129
7.750
2
Labor Group 3
186 CY
48
46.17
2,216
---
---
---
---
---
---
11.91
2,216
LG3
---
---
0.129
7.750
Bckho 316EL .68cy -O
186 CY
24
56.93
1,366
142.67
3,424
---
---
---
---
25.75
4,790
OP2
---
---
0.129
7.750
Ldr 966G RT w/GP-4.5cy -O
186 CY
24
56.93
1,366
117.01
2,808
---
---
---
---
22.44
4,175
OP2
---
---
0.129
7.750
Trc Water-TA 2000 Gal -O
186 CY
24
56.93
1,366
47.18
1,132
---
---
---
---
13.43
2,498
OP2
---
---
0.129
7.750
SOG Ex
186.00 CY
144
58.47
8,420
39.60
7,365
---
---
---
---
84.86
15,784
---
---
0.774
1.292
ABC Subgrade
153 CY
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 6 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Pumpstation 60.00 cy
Electrical Bld/ Transformer 55.00 cy
15 KV Switches 21.00 cy
Shrinkage Factor 1.12 152.32 cy
Purchase ABC
306 TN
---
---
---
---
---
21.25
6,503
---
---
21.25
6,503
---
---
---
---
Labor Fmn.
153 CY
33
87.71
2,917
---
---
---
---
---
---
19.07
2,917
FM8
---
---
0.217
4.600
2
Labor Group 3
153 CY
67
46.17
3,071
---
---
---
---
---
---
20.07
3,071
LG3
---
---
0.217
4.600
Bckho 316EL .68cy -O
153 CY
33
56.93
1,893
142.67
4,745
---
---
---
---
43.39
6,639
OP2
---
---
0.217
4.600
Ldr 966G RT w/GP-4.5cy -O
153 CY
33
56.93
1,893
117.01
3,892
---
---
---
---
37.81
5,785
OP2
---
---
0.217
4.600
Trc Water-TA 2000 Gal -O
153 CY
33
56.93
1,893
47.18
1,569
---
---
---
---
22.63
3,463
OP2
---
---
0.217
4.600
Trench Compactor 24"-33"
153 CY
---
---
---
145.51
4,840
---
---
---
---
31.63
4,840
---
---
0.217
4.600
ABC Subgrade
153.00 CY
200
58.47
11,669
98.34
15,046
42.50
6,503
---
---
217.11
33,217
---
---
1.304
0.767
SOG Backfill
68 CY
Pumpstation 15.00 CY
Electrical BLD/Transformer 30.00 CY
15 KV Switches 15.00 CY
Shrinkage Factor 1.12 67.20 cy
Labor Fmn.
68 CY
14
87.71
1,193
---
---
---
---
---
---
17.54
1,193
FM8
---
---
0.200
5.000
2
Labor Group 3
68 CY
27
46.17
1,256
---
---
---
---
---
---
18.47
1,256
LG3
---
---
0.200
5.000
Bckho 316EL .68cy -O
68 CY
14
56.93
774
142.67
1,940
---
---
---
---
39.92
2,715
OP2
---
---
0.200
5.000
Ldr 966G RT w/GP-4.5cy -O
68 CY
14
56.93
774
117.01
1,591
---
---
---
---
34.79
2,366
OP2
---
---
0.200
5.000
Trc Water-TA 2000 Gal -O
68 CY
14
56.93
774
47.18
642
---
---
---
---
20.82
1,416
OP2
---
---
0.200
5.000
Trench Compactor 24"-33"
68 CY
---
---
---
145.51
1,979
---
---
---
---
29.10
1,979
---
---
0.200
5.000
SOG Backfill
68.00 CY
82
58.47
4,771
90.47
6,152
---
---
---
---
160.64
10,923
---
---
1.200
0.833
1.00 LS
425
58.47
24,859
---
28,563
---
6,503
---
---
---
59,925
SOG Earthwork
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 7 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Retention Basin 5
SF
6,882
Fill area in Retention Basin to build electrical bld and transformer pad
GPS Equipment
1 MO
---
---
---
---
---
4,500.00
4,500
---
---
4,500.00
4,500
---
---
---
---
Over Ex Bottom of Basin
286 CY
Labor Fmn.
286 CY
12
87.71
1,045
---
---
---
---
---
---
3.65
1,045
FM8
---
---
0.042
24.000
2
Labor Group 3
286 CY
24
46.17
1,100
---
---
---
---
---
---
3.85
1,100
LG3
---
---
0.042
24.000
Bckho 316EL .68cy -O
286 CY
12
56.93
678
142.67
1,700
---
---
---
---
8.32
2,379
OP2
---
---
0.042
24.000
Ldr 966G RT w/GP-4.5cy -O
286 CY
12
56.93
678
117.01
1,394
---
---
---
---
7.25
2,073
OP2
---
---
0.042
24.000
Trc Water-TA 2000 Gal -O
286 CY
12
56.93
678
47.18
562
---
---
---
---
4.34
1,241
OP2
---
---
0.042
24.000
Over Ex Bottom of Basin
286.00 CY
72
58.47
4,181
12.79
3,657
---
---
---
---
27.40
7,837
---
---
0.250
4.000
Subgrade Prep
6,882 SF
Scarify and Recompact
Labor Fmn.
6,882 SF
16
87.71
1,403
---
---
---
---
---
---
0.203906
1,403
FM8
---
---
0.002
430.125
2
Labor Group 3
6,882 SF
32
46.17
1,477
---
---
---
---
---
---
0.214682
1,477
LG3
---
---
0.002
430.125
Trac D6N Dozr-Wnch 165hp -O
6,882 SF
16
56.93
911
205.86
3,294
---
---
---
---
0.610962
4,205
OP2
---
---
0.002
430.125
Ldr 966G RT w/GP-4.5cy -O
6,882 SF
16
56.93
911
117.01
1,872
---
---
---
---
0.404391
2,783
OP2
---
---
0.002
430.125
Trc Water-TA 2000 Gal -O
6,882 SF
16
56.93
911
47.18
755
---
---
---
---
0.242031
1,666
OP2
---
---
0.002
430.125
Cmpt Vib Pdft Ct CP-433 66"-O
6,882 SF
16
56.93
911
225.82
3,613
---
---
---
---
0.657366
4,524
OP2
---
---
0.002
430.125
Subgrade Prep
6,882.00 SF
112
58.25
6,524
1.39
9,534
---
---
---
---
2.33
16,058
---
---
0.016
61.446
Process Material
920 CY
Ldr 966G RT w/GP-4.5cy -O
920 CY
20
56.93
1,139
117.01
2,340
---
---
---
---
3.78
3,479
OP2
---
---
0.022
46.000
Trc Water-TA 2000 Gal -O
920 CY
20
56.93
1,138
47.18
944
---
---
---
---
2.26
2,082
OP2
---
---
0.022
46.000
Process Material
920.00 CY
40
56.93
2,277
3.57
3,284
---
---
---
---
6.04
5,561
---
---
0.043
23.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 8 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Backfill/Subgrade
920 CY
Use from stockpile left over from underground pipe
Labor Fmn.
920 CY
40
87.71
3,508
---
---
---
---
---
---
3.81
3,508
FM8
---
---
0.043
23.000
2
Labor Group 3
920 CY
80
46.17
3,694
---
---
---
---
---
---
4.01
3,694
LG3
---
---
0.043
23.000
Trac D6N Dozr-Wnch 165hp -O
920 CY
40
56.93
2,277
205.86
8,235
---
---
---
---
11.43
10,512
OP2
---
---
0.043
23.000
Ldr 966G RT w/GP-4.5cy -O
920 CY
40
56.93
2,277
117.01
4,681
---
---
---
---
7.56
6,958
OP2
---
---
0.043
23.000
Trc Water-TA 2000 Gal -O
920 CY
40
56.93
2,277
47.18
1,887
---
---
---
---
4.53
4,164
OP2
---
---
0.043
23.000
Cmpt Vib Pdft Ct CP-433 66"-O
920 CY
40
56.93
2,277
225.82
9,033
---
---
---
---
12.29
11,310
OP2
---
---
0.043
23.000
Trk Cat,740B ADT 40T
920 CY
40
56.93
2,277
197.91
7,917
---
---
---
---
11.08
10,194
OP2
---
---
0.043
23.000
Backfill/Subgrade
920.00 CY
320
58.08
18,587
34.51
31,752
---
---
---
---
54.72
50,339
---
---
0.348
2.875
Finegrade
6,882 SF
Labor Fmn.
6,882 SF
24
87.71
2,103
---
---
---
---
---
---
0.305592
2,103
FM8
---
---
0.003
287.000
Labor Group 3
6,882 SF
24
46.17
1,107
---
---
---
---
---
---
0.160871
1,107
LG3
---
---
0.003
287.000
Trac D6N Dozr-Wnch 165hp -O
6,882 SF
24
56.93
1,365
205.86
4,936
---
---
---
---
0.915644
6,301
OP2
---
---
0.003
287.000
Cat 416F2 IL Skiploader-0
6,882 SF
24
56.93
1,365
78.68
1,887
---
---
---
---
0.472484
3,252
OP2
---
---
0.003
287.000
Trc Water-TA 2000 Gal -O
6,882 SF
24
56.93
1,365
47.18
1,131
---
---
---
---
0.362731
2,496
OP2
---
---
0.003
287.000
Finegrade
6,882.00 SF
120
60.93
7,305
1.16
7,954
---
---
---
---
2.22
15,260
---
---
0.017
57.400
6,882.00 SF
663
58.60
38,874
8.16
56,181
0.653880
4,500
---
---
14.47
99,554
Retention Basin 5
---
---
0.096
10.374
Rip Rap Swale
SF
1,980
Swale SF 1,491.00 SF
With 2' perimeter around area 1,980.00 SF
Ex Rip Rap Swale
91 CY
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 9 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Labor Fmn.
91 CY
16
87.71
1,403
---
---
---
---
---
---
15.41
1,403
FM8
---
---
0.176
5.690
2
Labor Group 3
91 CY
32
46.17
1,477
---
---
---
---
---
---
16.23
1,477
LG3
---
---
0.176
5.690
Bckho 316EL .68cy -O
91 CY
16
56.93
910
142.67
2,282
---
---
---
---
35.08
3,192
OP2
---
---
0.176
5.690
Ldr 966G RT w/GP-4.5cy -O
91 CY
16
56.93
910
117.01
1,871
---
---
---
---
30.57
2,782
OP2
---
---
0.176
5.690
Trc Water-TA 2000 Gal -O
91 CY
16
56.93
910
47.18
755
---
---
---
---
18.30
1,665
OP2
---
---
0.176
5.690
Ex Rip Rap Swale
91.00 CY
96
58.47
5,611
53.93
4,908
---
---
---
---
115.59
10,518
---
---
1.054
0.948
Rough Grade Rip Rap Swale
1,980 SF
Labor Fmn.
1,980 SF
24
87.71
2,105
---
---
---
---
---
---
1.06
2,105
FM8
---
---
0.012
82.500
2
Labor Group 3
1,980 SF
48
46.17
2,216
---
---
---
---
---
---
1.12
2,216
LG3
---
---
0.012
82.500
Bckho 316EL .68cy -O
1,980 SF
24
56.93
1,366
142.67
3,424
---
---
---
---
2.42
4,790
OP2
---
---
0.012
82.500
Skidsteer Ldr Cat 246C
1,980 SF
24
56.93
1,366
56.36
1,353
---
---
---
---
1.37
2,719
OP2
---
---
0.012
82.500
Trc Water-TA 2000 Gal -O
1,980 SF
24
56.93
1,366
47.18
1,132
---
---
---
---
1.26
2,498
OP2
---
---
0.012
82.500
Trench Compactor 24"-33"
1,980 SF
---
---
---
145.51
3,492
---
---
---
---
1.76
3,492
---
---
0.012
82.500
Rough Grade Rip Rap Swale
1,980.00 SF
144
58.47
8,420
4.75
9,401
---
---
---
---
9.00
17,821
---
---
0.073
13.750
1,980.00 SF
240
58.47
14,030
7.23
14,309
---
---
---
---
14.31
28,339
Rip Rap Swale
---
---
0.121
8.251
Remove Asphalt Millings
CY
109
Labor Fmn.
109 CY
8
87.71
702
---
---
---
---
---
---
6.44
702
FM8
---
---
0.073
13.625
2
Labor Group 3
109 CY
16
46.17
739
---
---
---
---
---
---
6.78
739
LG3
---
---
0.073
13.625
Bckho 324DL 1.5CY -O
109 CY
8
56.93
455
155.91
1,247
---
---
---
---
15.62
1,703
OP2
---
---
0.073
13.625
Ldr 966G RT w/GP-4.5cy -O
109 CY
8
56.93
455
117.01
936
---
---
---
---
12.77
1,392
OP2
---
---
0.073
13.625
Trc Water-TA 2000 Gal -O
109 CY
8
56.93
455
47.18
377
---
---
---
---
7.64
833
OP2
---
---
0.073
13.625
Replace Asphalt Millings
Purchased Asphalt Millings
215 TN
---
---
---
---
---
13.35
2,870
---
---
13.35
2,870
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 10 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Labor Fmn.
215 TN
12
87.71
1,048
---
---
---
---
---
---
4.87
1,048
FM8
---
---
0.056
18.000
2
Labor Group 3
215 TN
24
46.17
1,103
---
---
---
---
---
---
5.13
1,103
LG3
---
---
0.056
18.000
Bckho 324DL 1.5CY -O
215 TN
12
56.93
680
155.91
1,862
---
---
---
---
11.82
2,542
OP2
---
---
0.056
18.000
Ldr 966G RT w/GP-4.5cy -O
215 TN
12
56.93
680
117.01
1,398
---
---
---
---
9.66
2,078
OP2
---
---
0.056
18.000
Cmpt Vib Pdft Ct CP-433 66"-O
215 TN
---
---
---
225.82
2,697
---
---
---
---
12.55
2,697
---
---
0.056
18.000
Trc Water-TA 2000 Gal -O
215 TN
12
56.93
680
47.18
564
---
---
---
---
5.78
1,243
OP2
---
---
0.056
18.000
109.00 CY
120
58.47
6,997
83.32
9,082
26.33
2,870
---
---
173.84
18,949
Remove Asphalt Millings
---
---
1.098
0.911
Remove Rip Rap
CY
136
Labor Fmn.
136 CY
34
87.71
2,982
---
---
---
---
---
---
21.93
2,982
FM8
---
---
0.250
4.000
2
Labor Group 3
136 CY
68
46.17
3,140
---
---
---
---
---
---
23.09
3,140
LG3
---
---
0.250
4.000
Bckho 324DL 1.5CY -O
136 CY
34
56.93
1,935
155.91
5,301
---
---
---
---
53.21
7,236
OP2
---
---
0.250
4.000
BCKHO 324DL Claw
136 CY
---
---
---
155.91
5,301
---
---
---
---
38.98
5,301
---
---
0.250
4.000
Ldr 966G RT w/GP-4.5cy -O
136 CY
34
56.93
1,935
117.01
3,978
---
---
---
---
43.48
5,914
OP2
---
---
0.250
4.000
Trc Water-TA 2000 Gal -O
136 CY
34
56.93
1,935
47.18
1,604
---
---
---
---
26.03
3,540
OP2
---
---
0.250
4.000
136.00 CY
204
58.47
11,928
119.00
16,184
---
---
---
---
206.71
28,112
Remove Rip Rap
---
---
1.500
0.667
Site Rough Grade
SF
8,500
Site Fill 22.00 CY
Purchased 3/4 Rock
25 TN
---
---
---
---
---
31.25
781
---
---
31.25
781
---
---
---
---
Labor Group 3
8,500 SF
16
46.17
739
---
---
---
---
---
---
0.086908
739
LG3
---
---
0.002
531.250
Cat 416F2 IL Skiploader-0
8,500 SF
16
56.93
911
78.68
1,259
---
---
---
---
0.255252
2,170
OP2
---
---
0.002
531.250
Skidsteer Ldr Cat 246C
8,500 SF
16
56.93
911
56.36
902
---
---
---
---
0.213251
1,813
OP2
---
---
0.002
531.250
Trc Water-TA 2000 Gal -O
8,500 SF
16
56.93
911
47.18
755
---
---
---
---
0.195960
1,666
OP2
---
---
0.002
531.250
8,500.00 SF
64
54.24
3,471 0.343005
2,916
0.091912
781
---
--- 0.843283
7,168
Site Rough Grade
---
---
0.008
132.813
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 11 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Dirt Haul Off
CY
394
TOTAL HAUL OFF 394.00 CY
Dirt Haul Off 286.00 CY
Haul Off Trucking
44 HR
---
---
---
---
---
---
---
135.00
5,940
135.00
5,940
---
---
---
---
Dump Fees
22 LD
---
---
---
---
---
---
---
---
---
75.00
1,650
1,650
75.00
---
---
Ldr 966G RT w/GP-4.5cy -O
11 HR
11
56.93
626
117.01
1,287
---
---
---
---
173.94
1,913
OP2
---
---
1.000
1.000
Materials Haul Off 108.00 CY
Asphalt Millings
Haul Off Trucking
18 HR
---
---
---
---
---
---
---
135.00
2,430
135.00
2,430
---
---
---
---
Dump Fees
9 LD
---
---
---
---
---
---
---
---
---
25.00
225
225
25.00
---
---
Ldr 966G RT w/GP-4.5cy -O
5 HR
5
56.93
285
117.01
585
---
---
---
---
173.94
870
OP2
---
---
1.000
1.000
394.00 CY
16
56.93
911
4.75
1,872
---
---
21.24
8,370
33.07
13,028
Dirt Haul Off
4.76
1,875
0.041
24.625
1,875
1.00 LS
1,732
58.35 101,070
---
129,107
---
14,654
---
8,370
---
255,076
Earthwork
1,875
---
---
---
Paving and Grading
SF
10,900
Asphalt Removal
SF
10,900
TOTAL SF 10,900.00 SF
TOTAL SY 1,211.00 SY
TOTAL CY 133.00 CY
4" Thick existing asphalt thickness.
Curb to Curb
Saw Cut Subcontractor
887 LF
---
---
---
---
---
---
--- 0.900000
798
0.900000
798
---
---
---
---
Sawcut Sub Mob
3 EA
---
---
---
---
---
---
---
350.00
1,050
350.00
1,050
---
---
---
---
Removal based on Pipe Zone Only
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 12 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Excavation/Removal of Asphalt & Native
Excavate and Remove Asphalt 4".
Laborer Foreman
10,900 SF
32
87.71
2,807
---
---
---
---
---
---
0.257483
2,807
FM8
---
---
0.003
340.625
2
Labor Group 3
10,900 SF
64
46.17
2,955
---
---
---
---
---
---
0.271090
2,955
LG3
---
---
0.003
340.625
Bckho 324DL 1.5CY -O
10,900 SF
32
56.93
1,822
155.91
4,989
---
---
---
---
0.624829
6,811
OP2
---
---
0.003
340.625
Ldr 950G RT w/GP-4.0cy
10,900 SF
32
56.93
1,822
79.46
2,543
---
---
---
---
0.400398
4,364
OP2
---
---
0.003
340.625
Trc Water-TA 2000 Gal -O
10,900 SF
32
56.93
1,822
47.18
1,510
---
---
---
---
0.305626
3,331
OP2
---
---
0.003
340.625
TOTAL HAUL OFF 133.00 CY
Haul Off Trucking
26 HR
---
---
---
---
---
---
---
135.00
3,510
135.00
3,510
---
---
---
---
Dump Fees
13 LD
---
---
---
---
---
---
---
---
---
75.00
975
975
75.00
---
---
Ldr 950G RT w/GP-4.0cy
7 HR
7
56.93
398
79.46
556
---
---
---
---
136.39
955
OP2
---
---
1.000
1.000
10,900.00 SF
199
58.42
11,625 0.880525
9,598
---
--- 0.491587
5,358
2.53
27,556
Asphalt Removal
0.089450
975
0.018
54.774
Subgrade Prep
SF
10,900
Clean Asphalt Edges, Get Subgrade to +or- 1", Move Excess ABC
Subgrade prep based on Pipe Zone Only
Rough Grade
Labor Fmn.
10,900 SF
40
87.71
3,508
---
---
---
---
---
---
0.321853
3,508
FM8
---
---
0.004
272.500
2
Labor Group 3
10,900 SF
80
46.17
3,694
---
---
---
---
---
---
0.338862
3,694
LG3
---
---
0.004
272.500
Bckho-Ldr Ct 420C 1.0cy
10,900 SF
40
56.93
2,277
70.23
2,809
---
---
---
---
0.466615
5,086
OP2
---
---
0.004
272.500
Cat 416F2 IL Skiploader-0
10,900 SF
40
56.93
2,277
78.68
3,147
---
---
---
---
0.497625
5,424
OP2
---
---
0.004
272.500
Cmpt SP Vib CAT 433C
10,900 SF
---
---
---
203.23
8,129
---
---
---
---
0.745786
8,129
---
---
0.004
272.500
Trc Water-TA 2000 Gal -O
10,900 SF
40
56.93
2,277
47.18
1,887
---
---
---
---
0.382032
4,164
OP2
---
---
0.004
272.500
10,900.00 SF
240
58.47
14,033
1.47
15,972
---
---
---
---
2.75
30,005
Subgrade Prep
---
---
0.022
45.417
Ashpalt Paving (SUB)
SF
10,900
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 13 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Gonzalez Asphalt
1 LS
---
---
---
---
---
---
---
--- 153,175
---
153,175
---
---
---
---
10,900.00 SF
---
---
---
---
---
---
---
14.05 153,175
14.05 153,175
Ashpalt Paving (SUB)
---
---
---
---
Flatwork
LS
1
Flatwork Sub
Gonzalez Asphalt
1 LS
---
---
---
---
---
---
---
---
1,400
---
1,400
---
---
---
---
Remove Sidewalk
Grade Foreman
100 SF
4
87.71
351
---
---
---
---
---
---
3.51
351
FM8
---
---
0.040
25.000
2
Fine Grade Labor
100 SF
8
46.17
369
---
---
---
---
---
---
3.69
369
LG3
---
---
0.040
25.000
Bckho-Ldr Ct 420C 1.0cy
100 SF
4
56.93
228
70.23
281
---
---
---
---
5.09
509
OP2
---
---
0.040
25.000
1.00 LS
16
59.24
948
---
281
---
---
---
1,400
---
2,629
Flatwork
---
---
---
---
975
10,900.00 SF
455
58.47
26,605
2.37
25,851
---
---
14.67 159,933
19.57 213,365
Paving and Grading
975
0.089450
0.042
23.956
Landscaping
LS
1
Remove Trees and Shrubs
EA
24
Labor Fmn.
24 EA
48
87.71
4,210
---
---
---
---
---
---
175.41
4,210
FM8
---
---
2.000
0.500
2
Labor Group 3
24 EA
96
46.17
4,432
---
---
---
---
---
---
184.68
4,432
LG3
---
---
2.000
0.500
Bckho 324DL 1.5CY -O
24 EA
48
56.93
2,732
155.91
7,484
---
---
---
---
425.67
10,216
OP2
---
---
2.000
0.500
Ldr 950G RT w/GP-4.0cy
24 EA
48
56.93
2,732
79.46
3,814
---
---
---
---
272.77
6,547
OP2
---
---
2.000
0.500
Trc Water-TA 2000 Gal -O
24 EA
48
56.93
2,732
47.18
2,265
---
---
---
---
208.21
4,997
OP2
---
---
2.000
0.500
TOTAL HAUL OFF 4.00 LD
13 CY/LD per truck = .25 hour of loading time at Trench.
15 min drive tiime + 15 minutes at dump + 15 minutes at agg site = .75 hours neat roundtrip
Based off 3 Trucks.
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 14 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Haul Off Trucking
8 HR
---
---
---
---
---
---
---
135.00
1,080
135.00
1,080
---
---
---
---
Dump Fees
4 LD
---
---
---
---
---
---
---
---
---
75.00
300
300
75.00
---
---
Ldr 950G RT w/GP-4.0cy
2 HR
2
56.93
114
79.46
159
---
---
---
---
136.39
273
OP2
---
---
1.000
1.000
24.00 EA
290
58.46
16,953
571.72
13,721
---
---
45.00
1,080
1,335.60
32,054
Remove Trees and Shrubs
12.50
300
12.083
0.083
Landscaping Sub
LS
1
Supply and Install of DG 1.00 LS 44,800.00
Supply and Install of Rip Rap 1.00 LS 35,000.00
Supply/Install New Trees & Plants 1.00 LS 29,025.00
Supply/Install drip system 1.00 LS 9,000.00
Supply & Apply Herbicide 1.00 LS 5,000.00
Mobilization 1.00 LS 6,000.00
90 Day Maintenance Period 1.00 LS 4,500.00
Total 133,325.00
Landscape Sub AAA
1 LS
---
---
---
---
---
---
---
--- 133,325
---
133,325
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 133,325
--- 133,325
Landscaping Sub
---
---
---
---
300
1.00 LS
290
58.46
16,953
---
13,721
---
---
--- 134,405
---
165,379
Landscaping
300
---
---
---
Yard Pipe Materials
LS
1
Ferguson Waterworks
Purchase Yard Pipe Materials
1 LS
---
---
---
---
---
--- 788,076
---
---
---
788,076
---
---
---
---
Pipe Rigging STS
1 LS
---
---
---
---
---
---
---
---
---
---
2,500
2,500
---
---
---
Pipe Installation STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,500
1,500
---
---
---
Testing STS
1 LS
---
---
---
---
---
---
---
---
---
---
5,000
5,000
---
---
---
Purchase Bedding/PZ Material (ABC)
1,542 TN
---
---
---
---
---
21.25
32,768
---
---
21.25
32,768
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 15 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Purchase CSLM
57 CY
---
---
---
---
---
136.00
7,752
---
---
136.00
7,752
---
---
---
---
TOTAL HAUL Off 426.00 CY
13 CY/LD per truck = .5 hour of loading time at trench
1 hour drive time + .5 hour to dump = 2 hours neat roundtrip
Based off 3 Trucks.
Haul Off Trucking
66 HR
---
---
---
---
---
---
---
---
---
135.00
8,910
8,910
135.00
---
---
Dump Fees
33 LD
---
---
---
---
---
---
---
---
---
75.00
2,475
2,475
75.00
---
---
Ldr 966G RT w/GP-4.5cy -O
17 HR
17
56.93
968
117.01
1,989
---
---
---
---
173.94
2,957
OP2
---
---
1.000
1.000
Trench Protection/Equipment
Trench Box Mob/Demob 2.00 EA 215.00 430.00
Trench Protection (10 x 24) 4.00 MO 3,050.68 12,202.72
Speed Shoring 4.00 MO 287.52 1,150.08
Speed Shoring Pump 4.00 MO 74.52 298.08
Speed Shoring Misc 4.00 MO 89.88 359.52
Bridle 4.00 MO 148.92 595.68
Bedding Box (9 yard) 4.00 MO 711.85 2,847.40
Total 17,883.48
Trench Protection
1 LS
---
---
---
---
---
---
---
---
---
---
17,883
17,883
---
---
---
Trench Protection Assemble/Disassemble
2
Yard Pipe Crew
16 HR
32
56.93
1,822
---
---
---
---
---
---
113.85
1,822
WK1
---
---
1.000
1.000
Ex Cat 336 (36mt)
16 HR
16
56.93
911
175.32
2,805
---
---
---
---
232.25
3,716
OP2
---
---
1.000
1.000
Temporary Materials
LS
1
1 unit of water price 2.17
748 gallons of water = 1 unit.
Water Meter Deposit
1 LS
---
---
---
---
---
---
---
---
---
---
2,500
2,500
---
---
---
Temp Layflat & Misc. Fittings/Accy
1 LS
---
---
---
---
---
---
---
---
---
---
2,500
2,500
---
---
---
Water (Units)
937.09 EA
---
---
---
---
---
2.17
2,033
---
---
2.17
2,033
---
---
---
---
Temporary Utility Supports
1 LS
---
---
---
---
---
---
---
---
---
---
3,500
3,500
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 16 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:54 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
1.00 LS
---
---
---
---
---
---
2,033
---
---
---
10,533
Temporary Materials
---
8,500
---
---
46,768
1.00 LS
65
56.93
3,700
---
4,794
--- 830,629
---
---
---
885,892
Yard Pipe Materials
46,768
---
---
---
Production Pipe Subtotal
LF
1,438
Yard Pipe Foreman
3 MO
520
87.71
45,607
42.07
21,832
---
---
---
--- 22,479.44
67,438
FM8
---
---
1.000
1.000
Pothole @ Tie-In Location
EA
2
Tie in Potholes
2 EA
Hydro Air Ex (soft dig)
2 DAY
---
---
---
---
---
---
---
2,950.00
5,900
2,950.00
5,900
---
---
---
---
2
Yard Pipe Crew
2 EA
40
56.93
2,277
---
---
---
---
---
---
1,138.50
2,277
WK1
---
---
10.000
0.100
Bckho 321DL 1.83cy -O
2 EA
20
56.93
1,139
130.73
2,615
---
---
---
---
1,876.56
3,753
OP2
---
---
10.000
0.100
Tie in Potholes
2.00 EA
60
56.93
3,416
1,307.31
2,615
---
---
2,950.00
5,900
5,965.06
11,930
---
---
30.000
0.033
2.00 EA
60
56.93
3,416
1,307.31
2,615
---
---
2,950.00
5,900
5,965.06
11,930
Pothole @ Tie-In Location
---
---
30.000
0.033
Unload & Handle
EA
9
Unload & Handle
72 HR
72
56.93
4,099
---
---
---
---
---
---
56.93
4,099
WK1
---
---
1.000
1.000
Forklift, RT 10,000# Reach
36 HR
36
56.93
2,049
127.36
4,585
---
---
---
---
184.28
6,634
OP2
---
---
1.000
1.000
9.00 EA
108
56.93
6,148
509.43
4,585
---
---
---
---
1,192.53
10,733
Unload & Handle
---
---
12.000
0.083
RW 42"
LF
461
42" relcaimed water line from the new vertical turbine pumps to existing distrubtion lines.
RW line, DIP cement motar lined
Restrained joints with megalug fittings.
Average depth of bury is 8'
Shored trench
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 17 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Dig / Lay / Bury
461 LF
Dig / Lay / Bury
2
Yard Pipe Crew
461 LF
161
56.93
9,158
---
---
---
---
---
---
19.87
9,158
WK1
---
---
0.174
5.731
Ex Cat 336 (36mt)
461 LF
80
56.93
4,579
175.32
14,103
---
---
---
---
40.52
18,682
OP2
---
---
0.174
5.731
Ldr 966G RT w/GP-4.5cy -O
461 LF
80
56.93
4,579
117.01
9,413
---
---
---
---
30.35
13,992
OP2
---
---
0.174
5.731
Trench Compactor 24"-33"-O
461 LF
---
---
---
145.51
11,704
---
---
---
---
25.39
11,704
---
---
0.174
5.731
Trc Water-TA 2000 Gal -O
461 LF
80
56.93
4,579
47.18
3,795
---
---
---
---
18.17
8,374
OP2
---
---
0.174
5.731
Dig / Lay / Bury
461.00 LF
402
56.93
22,895
84.63
39,015
---
---
---
---
134.29
61,910
---
---
0.872
1.146
Utility Crossings
2 EA
2
Yard Pipe Crew
2 EA
16
56.93
911
---
---
---
---
---
---
455.40
911
WK1
---
---
4.000
0.250
Ex Cat 336 (36mt)
2 EA
8
56.93
455
175.32
1,403
---
---
---
---
928.98
1,858
OP2
---
---
4.000
0.250
Ldr 966G RT w/GP-4.5cy -O
2 EA
8
56.93
455
117.01
936
---
---
---
---
695.75
1,392
OP2
---
---
4.000
0.250
Trench Compactor 24"-33"-O
2 EA
---
---
---
145.51
1,164
---
---
---
---
582.02
1,164
---
---
4.000
0.250
Trc Water-TA 2000 Gal -O
2 EA
8
56.93
455
47.18
377
---
---
---
---
416.41
833
OP2
---
---
4.000
0.250
Crossing STS
1 LS
---
---
---
---
---
---
---
---
---
---
250
250
---
---
---
Light Pole support
1 LS
---
---
---
---
---
---
---
---
---
---
2,643
2,643
---
---
---
Utility Crossings
2.00 EA
40
56.93
2,277
1,940.08
3,880
---
---
---
---
4,525.08
9,050
2,893
1,446.50
20.000
0.050
Connections to Pipe/Structures
1 EA
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Ex Cat 336 (36mt)
1 EA
8
56.93
455
175.32
1,403
---
---
---
---
1,857.97
1,858
OP2
---
---
8.000
0.125
Connections to Pipe/Structures
1.00 EA
24
56.93
1,366
1,402.57
1,403
---
---
---
---
2,768.77
2,769
---
---
24.000
0.042
Test
1 EA
2
Yard Pipe Crew
1 EA
32
56.93
1,822
---
---
---
---
---
---
1,821.60
1,822
WK1
---
---
16.000
0.063
Comp 185 CFM Diesel
1 EA
---
---
---
42.87
686
---
---
---
---
685.91
686
---
---
16.000
0.063
Test
1.00 EA
32
56.93
1,822
685.91
686
---
---
---
---
2,507.51
2,508
---
---
32.000
0.031
461.00 LF
498
56.93
28,360
97.58
44,983
---
---
---
---
165.37
76,236
RW 42"
6.28
2,893
1.081
0.925
RW 30"
LF
924
30" relcaimed water line From 42" to tie-in
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 18 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
RW line, DIP cement motar lined
Restrained joints with megalug fittings.
Average depth of bury is 8-12'
Shored trench
Dig / Lay / Bury
924 LF
Dig / Lay / Bury
2
Yard Pipe Crew
924 LF
362
56.93
20,635
---
---
---
---
---
---
22.33
20,635
WK1
---
---
0.196
5.098
Ex Cat 336 (36mt)
924 LF
181
56.93
10,318
175.32
31,777
---
---
---
---
45.56
42,094
OP2
---
---
0.196
5.098
Ldr 966G RT w/GP-4.5cy -O
924 LF
181
56.93
10,318
117.01
21,208
---
---
---
---
34.12
31,526
OP2
---
---
0.196
5.098
Trench Compactor 24"-33"-O
924 LF
---
---
---
145.51
26,373
---
---
---
---
28.54
26,373
---
---
0.196
5.098
Trc Water-TA 2000 Gal -O
924 LF
181
56.93
10,318
47.18
8,551
---
---
---
---
20.42
18,869
OP2
---
---
0.196
5.098
Dig / Lay / Bury
924.00 LF
906
56.93
51,588
95.14
87,909
---
---
---
---
150.97
139,496
---
---
0.981
1.020
Connections to Pipe/Structures
1 EA
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Ex Cat 336 (36mt)
1 EA
8
56.93
455
175.32
1,403
---
---
---
---
1,857.97
1,858
OP2
---
---
8.000
0.125
Connections to Pipe/Structures
1.00 EA
24
56.93
1,366
1,402.57
1,403
---
---
---
---
2,768.77
2,769
---
---
24.000
0.042
Test
1 EA
2
Yard Pipe Crew
1 EA
32
56.93
1,822
---
---
---
---
---
---
1,821.60
1,822
WK1
---
---
16.000
0.063
Comp 185 CFM Diesel
1 EA
---
---
---
42.87
686
---
---
---
---
685.91
686
---
---
16.000
0.063
Test
1.00 EA
32
56.93
1,822
685.91
686
---
---
---
---
2,507.51
2,508
---
---
32.000
0.031
924.00 LF
962
56.93
54,775
97.40
89,997
---
---
---
---
156.68 144,772
RW 30"
---
---
1.041
0.960
Drain 6"
LF
53
6" Drain For the ARVs connecting to existing under the slab at the vertical turbine pumps.
Drain line, DIP cement motar lined
Restrained joints with megalug fittings.
Average depth of bury is 6'
open cut
Dig / Lay / Bury
53 LF
Dig / Lay / Bury
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 19 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
2
Yard Pipe Crew
53 LF
13
56.93
754
---
---
---
---
---
---
14.23
754
WK1
---
---
0.125
8.000
Bckho 321DL 1.83cy -O
53 LF
7
56.93
377
130.73
866
---
---
---
---
23.46
1,243
OP2
---
---
0.125
8.000
Ldr 966G RT w/GP-4.5cy -O
53 LF
7
56.93
377
117.01
775
---
---
---
---
21.74
1,152
OP2
---
---
0.125
8.000
Trench Compactor 24"-33"-O
53 LF
---
---
---
145.51
964
---
---
---
---
18.19
964
---
---
0.125
8.000
Trc Water-TA 2000 Gal -O
53 LF
7
56.93
377
47.18
313
---
---
---
---
13.01
690
OP2
---
---
0.125
8.000
Dig / Lay / Bury
53.00 LF
33
56.93
1,886
55.05
2,918
---
---
---
---
90.63
4,803
---
---
0.625
1.600
Risers
2 EA
2
Yard Pipe Crew
2 EA
8
56.93
455
---
---
---
---
---
---
227.70
455
WK1
---
---
2.000
0.500
Bckho 321DL 1.83cy -O
2 EA
4
56.93
228
130.73
523
---
---
---
---
375.31
751
OP2
---
---
2.000
0.500
Ldr 966G RT w/GP-4.5cy -O
2 EA
4
56.93
228
117.01
468
---
---
---
---
347.88
696
OP2
---
---
2.000
0.500
Trench Compactor 24"-33"-O
2 EA
---
---
---
145.51
582
---
---
---
---
291.01
582
---
---
2.000
0.500
Trc Water-TA 2000 Gal -O
2 EA
4
56.93
228
47.18
189
---
---
---
---
208.21
416
OP2
---
---
2.000
0.500
Risers
2.00 EA
20
56.93
1,139
880.86
1,762
---
---
---
---
1,450.11
2,900
---
---
10.000
0.100
Connections to Pipe/Structures
1 EA
2
Yard Pipe Crew
1 EA
8
56.93
455
---
---
---
---
---
---
455.40
455
WK1
---
---
4.000
0.250
Bckho 321DL 1.83cy -O
1 EA
4
56.93
228
130.73
523
---
---
---
---
750.62
751
OP2
---
---
4.000
0.250
Connections to Pipe/Structures
1.00 EA
12
56.93
683
522.92
523
---
---
---
---
1,206.02
1,206
---
---
12.000
0.083
Test
1 EA
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Comp 185 CFM Diesel
1 EA
---
---
---
42.87
343
---
---
---
---
342.96
343
---
---
8.000
0.125
Test
1.00 EA
16
56.93
911
342.96
343
---
---
---
---
1,253.76
1,254
---
---
16.000
0.063
53.00 LF
81
56.93
4,618
104.63
5,545
---
---
---
---
191.76
10,163
Drain 6"
---
---
1.531
0.653
2,893
1,438.00 LF
2,230
64.10 142,923
117.91
169,557
---
---
4.10
5,900
223.42 321,273
Production Pipe Subtotal
2,893
2.01
1.550
0.645
Pipe Connections MOPO
EA
2
Three days each Tie-in. A day to excavate and get prepared, a day to tie-in, and a day to backfill.
Temporary Support
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 20 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Sand Bags
200 EA
---
---
---
---
---
---
---
---
---
0.550000
110
110
0.550000
---
---
Temporary Fencing
5 DAY
---
---
---
---
---
---
---
---
---
38.89
194
194
38.89
---
---
Pump 6" Elec Submers -O
1 MO
---
---
---
17.52
3,031
---
---
---
---
3,030.73
3,031
---
---
1.000
1.000
Temporary Hose
300 LF
---
---
---
---
---
---
---
---
---
4.00
1,200
1,200
4.00
---
---
Rock for bottom of pits for pumping resisdual water in line.
57 Rock
60 TN
---
---
---
---
---
31.25
1,875
---
---
31.25
1,875
---
---
---
---
Draining line
2
Yard Pipe Crew
12 HR
24
56.93
1,366
---
---
---
---
---
---
113.85
1,366
WK1
---
---
1.000
1.000
Ex Cat 336 (36 mt)
12 HR
12
56.93
683
175.32
2,104
---
---
---
---
232.25
2,787
OP2
---
---
1.000
1.000
Ldr 966G RT w/GP-4.5cy -O
12 HR
12
56.93
683
117.01
1,404
---
---
---
---
173.94
2,087
OP2
---
---
1.000
1.000
Trc Water-TA 2000 Gal -O
12 HR
12
56.93
683
47.18
566
---
---
---
---
104.10
1,249
OP2
---
---
1.000
1.000
MOPO 2.00 EA
2
Yard Pipe Crew
20 HR
40
56.93
2,277
---
---
---
---
---
---
113.85
2,277
WK1
---
---
1.000
1.000
Ex Cat 336 (36 mt)
20 HR
20
56.93
1,139
175.32
3,506
---
---
---
---
232.25
4,645
OP2
---
---
1.000
1.000
Ldr 966G RT w/GP-4.5cy -O
20 HR
20
56.93
1,139
117.01
2,340
---
---
---
---
173.94
3,479
OP2
---
---
1.000
1.000
Trc Water-TA 2000 Gal -O
20 HR
20
56.93
1,139
47.18
944
---
---
---
---
104.10
2,082
OP2
---
---
1.000
1.000
2.00 EA
160
56.93
9,108
6,947.58
13,895
937.50
1,875
---
--- 13,191.30
26,383
Pipe Connections MOPO
752.23
1,504
80.000
0.013
Flushing
LS
1
Temporary Pipe/Fittings
1 LS
---
---
---
---
---
---
---
---
---
---
68,146
68,146
---
---
---
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Bckho 324DL 1.5CY -O
1 EA
8
56.93
455
155.91
1,247
---
---
---
---
1,702.66
1,703
OP2
---
---
8.000
0.125
Ldr 966G RT w/GP-4.5cy -O
1 EA
8
56.93
455
117.01
936
---
---
---
---
1,391.51
1,392
OP2
---
---
8.000
0.125
Trench Compactor 24"-33"-O
1 EA
---
---
---
145.51
1,164
---
---
---
---
1,164.05
1,164
---
---
8.000
0.125
Trc Water-TA 2000 Gal -O
1 EA
8
56.93
455
47.18
377
---
---
---
---
832.83
833
OP2
---
---
8.000
0.125
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 21 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Pump 6" Elec Submers -O
8 HR
---
---
---
17.52
140
---
---
---
---
17.52
140
---
---
1.000
1.000
Ironclad Environmental
1 LS
---
---
---
---
---
---
---
--- 105,269
---
105,269
---
---
---
---
68,146
1.00 LS
40
56.93
2,277
---
3,865
---
---
--- 105,269
---
179,557
Flushing
68,146
---
---
---
ARV Manhole
LS
1
60" Flat Top MH w/ 30" Opening
1 LS
---
---
---
---
---
---
4,758
---
---
---
4,758
---
---
---
---
Manhole Box Rental
1 MO
---
---
---
---
---
---
---
---
---
829.17
829
829
829.17
---
---
Grout
2 CF
---
---
---
---
---
25.00
50
---
---
25.00
50
---
---
---
---
57 Rock
14 TN
---
---
---
---
---
31.25
438
---
---
31.25
438
---
---
---
---
TOTAL HAUL Off 7.00 CY
13 CY/LD per truck = .5 hour of loading time at trench
1 hour drive time + .5 hour to dump = 2 hours neat roundtrip
Based off 3 Trucks.
Haul Off Trucking
1 HR
---
---
---
---
---
---
---
---
---
135.00
135
135
135.00
---
---
Dump Fees
1 LD
---
---
---
---
---
---
---
---
---
75.00
75
75
75.00
---
---
Ldr 966G RT w/GP-4.5cy -O
1 HR
1
56.93
57
117.01
117
---
---
---
---
173.94
174
OP2
---
---
1.000
1.000
Excavate Manhole
LS
1
10x10x7 30.00 CY
2
Yard Pipe Crew
30 CY
15
56.93
854
---
---
---
---
---
---
28.46
854
WK1
---
---
0.250
4.000
Bckho 321DL 1.83cy -O
30 CY
8
56.93
427
130.73
980
---
---
---
---
46.91
1,407
OP2
---
---
0.250
4.000
Ldr 966G RT w/GP-4.5cy -O
30 CY
8
56.93
427
117.01
878
---
---
---
---
43.48
1,305
OP2
---
---
0.250
4.000
Trench Compactor 24"-33"-O
30 CY
---
---
---
145.51
1,091
---
---
---
---
36.38
1,091
---
---
0.250
4.000
Trc Water-TA 2000 Gal -O
30 CY
8
56.93
427
47.18
354
---
---
---
---
26.03
781
OP2
---
---
0.250
4.000
1.00 LS
38
56.93
2,135
---
3,303
---
---
---
---
---
5,438
Excavate Manhole
---
---
---
---
Set Manhole
LS
1
2
Yard Pipe Crew
1 EA
12
56.93
683
---
---
---
---
---
---
683.10
683
WK1
---
---
6.000
0.167
Bckho 321DL 1.83cy -O
1 EA
6
56.93
342
130.73
784
---
---
---
---
1,125.94
1,126
OP2
---
---
6.000
0.167
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 22 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Ldr 966G RT w/GP-4.5cy -O
1 EA
6
56.93
342
117.01
702
---
---
---
---
1,043.63
1,044
OP2
---
---
6.000
0.167
Trench Compactor 24"-33"-O
1 EA
---
---
---
145.51
873
---
---
---
---
873.03
873
---
---
6.000
0.167
Trc Water-TA 2000 Gal -O
1 EA
6
56.93
342
47.18
283
---
---
---
---
624.62
625
OP2
---
---
6.000
0.167
1.00 LS
30
56.93
1,708
---
2,643
---
---
---
---
---
4,350
Set Manhole
---
---
---
---
Grout Manhole
LS
1
2
Yard Pipe Crew
1 EA
32
56.93
1,822
---
---
---
---
---
---
1,821.60
1,822
WK1
---
---
16.000
0.063
1.00 LS
32
56.93
1,822
---
---
---
---
---
---
---
1,822
Grout Manhole
---
---
---
---
Backfill Manhole
LS
1
10x10x7 25.00 CY
2
Yard Pipe Crew
25 CY
15
56.93
875
---
---
---
---
---
---
35.00
875
WK1
---
---
0.307
3.253
Bckho 321DL 1.83cy -O
25 CY
8
56.93
437
130.73
1,005
---
---
---
---
57.69
1,442
OP2
---
---
0.307
3.253
Ldr 966G RT w/GP-4.5cy -O
25 CY
8
56.93
437
117.01
899
---
---
---
---
53.47
1,337
OP2
---
---
0.307
3.253
Trench Compactor 24"-33"-O
25 CY
---
---
---
145.51
1,118
---
---
---
---
44.73
1,118
---
---
0.307
3.253
Trc Water-TA 2000 Gal -O
25 CY
8
56.93
437
47.18
363
---
---
---
---
32.00
800
OP2
---
---
0.307
3.253
1.00 LS
38
56.93
2,187
---
3,385
---
---
---
---
---
5,572
Backfill Manhole
---
---
---
---
1,039
1.00 LS
139
56.93
7,908
---
9,448
---
5,246
---
---
---
23,641
ARV Manhole
1,039
---
---
---
1.00 LS
5,231
60.59
316,948
---
376,073
--- 868,316
--- 417,378
--- 2,103,716
DIVISION 2 - SITE CONSTRUCTIO
125,001
---
---
---
DIVISION 3 - CONCRETE
CY
110
Sub Grade Prep
SF
2,090
Quantities 2,090.00
3
Foundation Prep
2,090 SF
31
46.17
1,447
---
---
---
---
---
---
0.692550
1,447
LG3
---
---
0.005
200.000
Bckho-Ldr Ct 420C 1.0cy
2,090 SF
10
56.93
595
70.23
734
---
---
---
---
0.635764
1,329
OP2
---
---
0.005
200.000
Trench Compactor 24"-33"
2,090 SF
---
---
---
145.51
1,521
---
---
---
---
0.727528
1,521
---
---
0.005
200.000
---
2,090.00 SF
42
48.86
2,042
1.08
2,254
---
---
---
---
2.06
4,297
Sub Grade Prep
---
---
0.020
50.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 23 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Concrete Formwork
SF
815
Fab Formwork
SF
570
Fab SOG & Ftg Forms
570 SF
Fab SOG Forms (Stick Built) 570.00
Fab SOG Forms
570 SF
71
56.93
4,056
---
---
---
---
---
---
7.12
4,056
WK5
---
---
0.125
8.000
Form Ply 3/4"
627 SF
---
---
---
---
---
---
---
---
---
1.15
721
721
1.15
---
---
Dimen. Lumber (2x4-2x10)
1,254 BF
---
---
---
---
---
---
---
---
---
0.800000
1,003
1,003
0.800000
---
---
Form Hardware
570 SF
---
---
---
---
---
---
---
---
---
0.300000
171
171
0.300000
---
---
Fab SOG & Ftg Forms
570.00 SF
71
56.93
4,056
---
---
---
---
---
---
10.44
5,952
1,895
3.33
0.125
8.000
570.00 SF
71
56.93
4,056
---
---
---
---
---
---
10.44
5,952
Fab Formwork
3.33
1,895
0.125
8.000
Erect and Strip Formwork
SF
815
Totals Formwork 815.00 SF
Form Oil
815 SF
---
---
---
---
---
---
---
---
---
0.030000
24
24
0.030000
---
---
Erect and Strip Supplies
815 SF
---
---
---
---
---
---
---
---
---
0.250000
204
204
0.250000
---
---
1. AWRF
815 SF
1. AWRF 815.00
SOGs 1' w/ thick edge
570 SF
326
56.93
18,543
---
---
---
---
---
---
32.53
18,543
WK5
---
---
0.571
1.750
Pipe Fdns/Supports (3'-4' tall)
245 SF
245
56.93
13,948
---
---
---
---
---
---
56.93
13,948
WK5
---
---
1.000
1.000
1. AWRF
815.00 SF
571
56.93
32,491
---
---
---
---
---
---
39.87
32,491
---
---
0.700
1.428
Loose Formwork
245 SF
Pipe Fdns/Supports 245.00 SF
Form Ply 3/4"
245 SF
---
---
---
---
---
---
---
---
---
1.15
282
282
1.15
---
---
Dimen. Lumber (2x4-2x10)
1,078 BF
---
---
---
---
---
---
---
---
---
0.800000
862
862
0.800000
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 24 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Loose Formwork
245.00 SF
---
---
---
---
---
---
---
---
---
4.67
1,144
1,144
4.67
---
---
815.00 SF
571
56.93
32,491
---
---
---
---
---
---
41.55
33,863
Erect and Strip Formwork
1.68
1,372
0.700
1.428
3,268
815.00 SF
642
56.93
36,547
---
---
---
---
---
---
48.85
39,815
Concrete Formwork
3,268
4.01
0.788
1.270
03300 Cast In Place Concrete
CY
110
Concrete Materials
CY
116
TOTAL CONCRETE 110.00 Cy
CONC BASE BID 110.00
Conc.4000 Psi
110 CY
---
---
---
---
---
182.00
20,020
---
---
182.00
20,020
---
---
---
---
Conc.4000 Psi Waste 5%
6 CY
---
---
---
---
---
182.00
1,092
---
---
182.00
1,092
---
---
---
---
Enviromental Fees
11 LDS
---
---
---
---
---
25.00
275
---
---
25.00
275
---
---
---
---
Fuel Surcharge
11 LDS
---
---
---
---
---
29.00
319
---
---
29.00
319
---
---
---
---
Hot Weather Concrete-Ice 100%
110 CY
---
---
---
---
---
25.00
2,750
---
---
25.00
2,750
---
---
---
---
*Nitrocrete @ $5.00/gallon *5 gallons per yard*
Chilled Water
110 CY
---
---
---
---
---
2.00
220
---
---
2.00
220
---
---
---
---
Conc. Placing Supplies
110 CY
---
---
---
---
---
---
---
---
---
3.03
333
333
3.03
---
---
116.00 CY
---
---
---
---
---
212.72
24,676
---
---
215.60
25,009
Concrete Materials
2.87
333
---
---
Concrete Placement
CY
110
Total Concrete CY 110.00 CY
1. AWRF
110 CY
1. AWRF 110.00 CY
SOGs 1' (3 Pour)
106 CY
141
56.93
8,046
---
---
---
---
---
---
75.91
8,046
WK3
---
---
1.333
0.750
Pipe Fdns/Supports (1 Pour)
4 CY
8
56.93
455
---
---
---
---
---
---
113.86
455
WK3
---
---
2.000
0.500
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 25 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
1. AWRF
110.00 CY
149
56.93
8,502
---
---
---
---
---
---
77.29
8,502
---
---
1.358
0.737
Pumping
110 CY
Concrete Pump 110.00 CY
Western Concrete Pumping
36 M 120' Boom (Hourly Charge)
24 HR
---
---
---
---
---
---
---
---
---
165.00
3,960
3,960
165.00
---
---
36 M 120' Boom (CY Charge)
110 CY
---
---
---
---
---
---
---
---
---
3.25
358
358
3.25
---
---
Prime/Permit Fee
4 EA
---
---
---
---
---
---
---
---
---
65.00
260
260
65.00
---
---
Travel Charge
4 EA
---
---
---
---
---
---
---
---
---
165.00
660
660
165.00
---
---
Energy Charge (10% of total)
1 EA
---
---
---
---
---
---
---
---
---
523.80
524
524
523.80
---
---
Pumping
110.00 CY
---
---
---
---
---
---
---
---
---
52.38
5,761
5,761
52.38
---
---
110.00 CY
149
56.93
8,502
---
---
---
---
---
---
129.66
14,263
Concrete Placement
52.38
5,761
1.358
0.737
6,095
110.00 CY
149
56.93
8,502
---
---
224.33
24,676
---
---
357.02
39,272
03300 Cast In Place Concrete
6,095
55.41
1.358
0.737
03251 Concrete Joints
CY
110
Joint Prep-Waterblast
SF
35
Horizontal CJ Retardant Labor
35 SF
4
56.93
199
---
---
---
---
---
---
5.69
199
WK3
---
---
0.100
10.000
Joint Prep (Waterblast)
35 SF
4
56.93
199
---
---
---
---
---
---
5.69
199
WK3
---
---
0.100
10.000
Waterblast Equip. & STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,500
1,500
---
---
---
Horizontal CJ + 10% Retardant Purchase
38.50 SF
---
---
---
---
---
---
---
---
---
0.300000
12
12
0.300000
---
---
35.00 SF
7
56.93
399
---
---
---
---
---
---
54.57
1,910
Joint Prep-Waterblast
43.19
1,512
0.200
5.000
Expansion Joint
SF
57
Purchase Expansion Joint Material
57 SF
---
---
---
---
---
12.00
684
---
---
12.00
684
---
---
---
---
Install Expansion Joint Material
57 SF
9
56.93
499
---
---
---
---
---
---
8.76
499
WK5
---
---
0.154
6.500
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 26 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Caulk Joint 58.00 LF
Caulk Expansion Joint
58 LF
---
---
---
---
---
---
---
14.00
812
14.00
812
---
---
---
---
Purchase 15LB Felt Paper Material
49 SF
---
---
---
---
---
2.00
98
---
---
2.00
98
---
---
---
---
Install Felt Paper Material
49 SF
5
56.93
279
---
---
---
---
---
---
5.69
279
WK5
---
---
0.100
10.000
57.00 SF
14
56.93
778
---
---
13.72
782
14.25
812
41.62
2,372
Expansion Joint
---
---
0.240
4.170
1,512
110.00 CY
21
56.93
1,177
---
---
7.11
782
7.38
812
38.93
4,282
03251 Concrete Joints
1,512
13.74
0.188
5.322
Conc Finishing
SF
2,868
Quantities 2,868.00 SF
Point and Patch Finish
245 SF
6
56.93
349
---
---
---
---
---
---
1.42
349
WK3
---
---
0.025
40.000
Grout Finish
245 SF
16
56.93
930
---
---
---
---
---
---
3.80
930
WK3
---
---
0.067
15.000
Finishing Supplies P&P
245 SF
---
---
---
---
---
---
---
---
---
0.030000
7
7
0.030000
---
---
Finish Supplies Smooth Form
245 SF
---
---
---
---
---
---
---
---
---
0.100000
25
25
0.100000
---
---
Wet Finish Supplies
2,868 SF
---
---
---
---
---
---
---
---
---
0.050000
143
143
0.050000
---
---
175
2,868.00 SF
22
56.93
1,279
---
---
---
---
---
--- 0.506905
1,454
Conc Finishing
175
0.061105
0.008
127.703
Curing
CY
110
Curing
SF
3,719
Quantities 3,719.00 SF
Curing Labor
3,719 SF
19
56.93
1,059
---
---
---
---
---
---
0.284650
1,059
WK3
---
---
0.005
200.000
Curing Supplies
3,719 SF
---
---
---
---
---
---
---
---
---
0.100000
372
372
0.100000
---
---
3,719.00 SF
19
56.93
1,059
---
---
---
---
---
--- 0.384650
1,431
Curing
0.100000
372
0.005
200.000
372
110.00 CY
19
56.93
1,059
---
---
---
---
---
---
13.00
1,431
Curing
372
3.38
0.169
5.916
03200 Conc Reinforcement
LS
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 27 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Rebar Sub: Supply & Install
LS
1
Camblin Steel
03200 Concrete Rebar Sub
1 LS
---
---
---
---
---
---
---
---
20,856
---
20,856
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
20,856
---
20,856
Rebar Sub: Supply & Install
---
---
---
---
Drill Dowel
EA
60
Drill & Dowel Rebar
Drill in Dowels up to 12 " Depth
60 EA
20
56.93
1,139
---
---
---
---
---
---
18.98
1,139
WK3
---
---
0.333
3.000
STS Dowels incl's Epoxy, Drills, Bits Etc.
60 EA
---
---
---
---
---
---
---
---
---
12.00
720
720
12.00
---
---
60.00 EA
20
56.93
1,139
---
---
---
---
---
---
30.98
1,859
Drill Dowel
12.00
720
0.333
3.000
720
1.00 LS
20
56.93
1,139
---
---
---
---
---
20,856
---
22,714
03200 Conc Reinforcement
720
---
---
---
Concrete Equipment
LS
1
Forklift, RT 10,000# Reach
1.50 MO
---
---
---
127.36
33,049
---
---
---
--- 22,032.79
33,049
---
---
1.000
1.000
Comp 185 CFM Diesel
1.50 MO
---
---
---
42.87
11,125
---
---
---
---
7,416.41
11,125
---
---
1.000
1.000
Gen Fldlites 5-10 KW
0.75 MO
---
---
---
6.53
847
---
---
---
---
1,129.22
847
---
---
1.000
1.000
Conc Bucket 1-1.5 cy
1.50 MO
---
---
---
9.34
2,423
---
---
---
---
1,615.25
2,423
---
---
1.000
1.000
2
Steel Skip Box (Concrete W/O)
1.50 MO
---
---
---
0.4335
225
---
---
---
---
150.00
225
---
---
1.000
1.000
---
1.00 LS
---
---
---
---
47,669
---
---
---
---
---
47,669
Concrete Equipment
---
---
---
---
110.00 CY
915
56.56
51,743
453.85
49,923
231.44
25,458
196.98
21,668
1,463.03
160,933
DIVISION 3 - CONCRETE
12,141
110.37
8.317
0.120
DIVISION 5 - METALS
LS
1
Supply Materials
LS
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 28 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Materials for Bollard Install
SH Engineering
Purhase Bollards
2 EA
---
---
---
---
---
1,175.00
2,350
---
---
1,175.00
2,350
---
---
---
---
Concrete Class 4 - 3000 psi
0.50 CY
---
---
---
---
---
182.00
91
---
---
182.00
91
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
2,441
---
---
---
2,441
Supply Materials
---
---
---
---
Install Bollards
LS
1
Installation STS
1 LS
---
---
---
---
---
---
---
---
---
---
100
100
---
---
---
Install Bollards
Install Bollards
2 EA
32
57.96
1,855
---
---
---
---
---
---
927.33
1,855
MX1
---
---
16.000
0.063
Skidsteer Ldr Cat 246C
2 EA
8
56.93
455
56.36
451
---
---
---
---
453.16
906
OP2
---
---
4.000
0.250
Auger Attachment
2 EA
---
---
---
6.68
53
---
---
---
---
26.71
53
---
---
4.000
0.250
Place Concrete
0.50 CY
8
57.96
464
---
---
---
---
---
---
927.33
464
MX1
---
---
16.000
0.063
100
1.00 LS
48
57.79
2,774
---
504
---
---
---
---
---
3,378
Install Bollards
100
---
---
---
1.00 LS
48
57.79
2,774
---
504
---
2,441
---
---
---
5,819
DIVISION 5 - METALS
100
---
---
---
DIVISION 9 - FINISHES
LS
1
Painting & Coating
LS
1
A-O Painting
Paiting and Coating SUB
1 LS
---
---
---
---
---
---
---
---
17,245
---
17,245
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
17,245
---
17,245
Painting & Coating
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
17,245
---
17,245
DIVISION 9 - FINISHES
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 29 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
DIVISION 11 - EQUIPMENT
LS
1
Machining Existing Pump Can Tops
EA
2
Machine and Level existing pumps cans No. 9 and No. 10.
each pump can est. 2 days each flange
R&J Manufacturing
Machining Sub
1 LS
---
---
---
---
---
---
---
---
18,143
---
18,143
---
---
---
---
Labor Group 3 (Assist)
16 HR
16
46.17
739
---
---
---
---
---
---
46.17
739
LG3
---
---
1.000
1.000
---
2.00 EA
16
46.17
739
---
---
---
---
9,071.73
18,143
9,441.09
18,882
Machining Existing Pump Can Tops
---
---
8.000
0.125
VerticalTurbine Pumps
EA
2
RWPS Vertical Turbine Pumps No. 9 and No. 10
Drive Type: Constant Speed. Motor HP: 250.
Materials Supply
EA
2
VTP Supply (GMP 1)
Unload & Handle
2 EA
Unload & Handle Vertical Turbine Pumps
2 EA
16
56.93
911
---
---
---
---
---
---
455.44
911
W10
---
---
8.000
0.125
Forklift, RT 10,000# Reach
2 EA
8
56.93
455
127.36
1,019
---
---
---
---
737.13
1,474
OP2
---
---
4.000
0.250
Unload & Handle
2.00 EA
24
56.93
1,366
509.43
1,019
---
---
---
---
1,192.57
2,385
---
---
12.000
0.083
2.00 EA
24
56.93
1,366
509.43
1,019
---
---
---
---
1,192.57
2,385
Materials Supply
---
---
12.000
0.083
Vertical Turbine Pumps Install
EA
2
Hoisting/Support STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,000
1,000
---
---
---
Install Vertical Turbine Pumps
2 EA
128
56.93
7,287
---
---
---
---
---
---
3,643.52
7,287
W10
---
---
64.000
0.016
Crane Ruff Ter 70 Ton (OPERATED)
48 HR
---
---
---
---
---
---
---
---
---
275.00
13,200
13,200
275.00
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 30 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
MOB IN/OUT
12 EA
---
---
---
---
---
---
---
---
---
275.00
3,300
3,300
275.00
---
---
Crane Surcharge
6 EA
---
---
---
---
---
---
---
---
---
732.00
4,392
4,392
732.00
---
---
Forklift, RT 10,000# Reach
2 EA
8
56.93
455
127.36
1,019
---
---
---
---
737.13
1,474
OP2
---
---
4.000
0.250
2.00 EA
136
56.93
7,742
509.43
1,019
---
---
---
--- 15,326.65
30,653
Vertical Turbine Pumps Install
10,946.00
21,892
68.000
0.015
21,892
2.00 EA
160
56.93
9,109
1,018.86
2,038
---
---
---
--- 16,519.22
33,038
VerticalTurbine Pumps
21,892
10,946.00
80.000
0.013
1.00 LS
176
55.95
9,847
---
2,038
---
---
---
18,143
---
51,921
DIVISION 11 - EQUIPMENT
21,892
---
---
---
DIVISION 15 - MECHANICAL
LS
1
Exposed Pipe
LS
1
Purchase Pipe Materials (Exposed)
LS
1
Exposed Pipe Materials
1 LS
Ferguson Waterworks
Purchase Exposed Material Total 1.00 LS 257,009.00
Purchase Pipe Materials
1 LS
---
---
---
---
---
--- 257,009
---
---
---
257,009
---
---
---
---
Unload & Store Pipe Materials
Forklift, RT 10,000# Reach
16 HR
16
56.93
911
127.36
2,038
---
---
---
---
184.28
2,949
OP2
---
---
1.000
1.000
Pipe Fitter Foreman
16 HR
16
87.71
1,403
---
---
---
---
---
---
87.71
1,403
FM9
---
---
1.000
1.000
Exposed Pipe Crew
64 HR
64
56.55
3,619
---
---
---
---
---
---
56.55
3,619
mx8
---
---
1.000
1.000
STS - Dunnage
1 LS
---
---
---
---
---
---
---
---
---
---
500
500
---
---
---
Exposed Pipe Materials
1.00 LS
96
61.81
5,934
---
2,038
--- 257,009
---
---
---
265,480
500
---
---
---
Temporary Pipe Materials
1 LS
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 31 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
STS - Installation (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
5,000
5,000
---
---
---
STS - Rigging (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
5,000
5,000
---
---
---
STS - Testing (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
1,000
1,000
---
---
---
Testing Materials
1 LS
---
---
---
---
---
---
---
---
---
---
8,998
8,998
---
---
---
Temporary Pipe Plugs
1 LS
---
---
---
---
---
---
---
---
---
---
1,030
1,030
---
---
---
Cement Mortar Lining Repair
CM Lining Kits
3 EA
---
---
---
---
---
250.00
750
---
---
250.00
750
---
---
---
---
Pipe Fitter Foreman
3 EA
12
87.71
1,052
---
---
---
---
---
---
350.82
1,052
FM9
---
---
4.000
0.250
Exposed Pipe Crew
3 EA
12
56.93
683
---
---
---
---
---
---
227.70
683
WK8
---
---
4.000
0.250
Concrete Pipe Supports 5.00 EA
*Concrete Pipe Supports Included in Div. 3*
STS - Concrete Pipe Support Install
1 LS
---
---
---
---
---
---
---
---
---
---
250
250
---
---
---
STS - $50/Support
*All-Thread, Nuts, Washers included in pipe purchase*
Pipe Supports Unistrut
Epoxy @ 0.25 Tube/EA SUPP
Unistrut Drill & Epoxy 6.00 EA
Epoxy Bonding Agent (Hilti-RE 500)
6 EA
---
---
---
---
---
---
---
---
---
20.00
120
120
20.00
---
---
STS - Unistrut Install
1 LS
---
---
---
---
---
---
---
---
---
---
300
300
---
---
---
STS - $50/Support
*All-Thread, Nuts, Washers included in pipe purchase*
ARV MH Pipe Support
Epoxy @ 0.50 Tube/EA SUPP
Unistrut Drill & Epoxy 1.00 EA
Epoxy Bonding Agent (Hilti-RE 500)
1 EA
---
---
---
---
---
---
---
---
---
40.00
40
40
40.00
---
---
STS - Unistrut Install
1 LS
---
---
---
---
---
---
---
---
---
---
50
50
---
---
---
STS - $50/Support
*All-Thread, Nuts, Washers included in pipe purchase*
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 32 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Temporary Pipe Materials
1.00 LS
24
72.32
1,736
---
---
---
750
---
---
---
24,274
21,788
---
---
---
1.00 LS
120
63.91
7,669
---
2,038
--- 257,759
---
---
--- 289,754
Purchase Pipe Materials (Exposed)
---
22,288
---
---
Install Piping (Exposed)
LS
1
Direct Manhours
1 LS
42" STL Header 407.00 HR
16" DI Pump Effluent 111.00 HR
3" Drain 61.00 HR
------------------------------------------------------------------------------------------------------------------------------------
Total Direct Manhours 579.00 HR
Pipe Fitter Foreman
116 HR
116
87.71
10,174
---
---
---
---
---
---
87.71
10,174
FM9
---
---
1.000
1.000
Exposed Pipe Crew
579 HR
579
56.93
32,960
---
---
---
---
---
---
56.93
32,960
WK8
---
---
1.000
1.000
Direct Manhours
1.00 LS
695
62.06
43,133
---
---
---
---
---
---
---
43,133
---
---
---
---
Adjustments
1 LS
42" STL Header 77.00 HR Rigging Existing Connec
16" DI Pump Effluent 9.00 HR Existing A
3" Drain 19.00 HR Threading Slab Penetratio
------------------------------------------------------------------------------------------------------------------------------------
Total Adjusted Manhours 86.00 HR
Pipe Fitter Foreman
17 HR
17
87.71
1,491
---
---
---
---
---
---
87.71
1,491
FM9
---
---
1.000
1.000
Exposed Pipe Crew
86 HR
86
56.93
4,896
---
---
---
---
---
---
56.93
4,896
WK8
---
---
1.000
1.000
Adjustments
1.00 LS
103
62.01
6,387
---
---
---
---
---
---
---
6,387
---
---
---
---
Pipe Testing
1 LS
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 33 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
- 42" STL Header 1.00 EA
- 16" DIP Pump Effluent 2.00 EA
- Full System Test 1.00 EA
---------------------------------------------------------------------------------------------------------------------------
Total System Test 4.00 EA
-Full Day Test
Pipe Fitter Foreman
4 EA
32
87.71
2,807
---
---
---
---
---
---
701.64
2,807
FM9
---
---
8.000
0.125
Exposed Pipe Crew
4 EA
128
56.55
7,239
---
---
---
---
---
---
1,809.72
7,239
MX8
---
---
32.000
0.031
Comp 185 CFM Diesel
4 EA
---
---
---
42.87
1,372
---
---
---
---
342.96
1,372
---
---
8.000
0.125
Pipe Testing
1.00 LS
160
62.78
10,045
---
1,372
---
---
---
---
---
11,417
---
---
---
---
Forklift, RT 10,000# Reach
1 LS
42" STL Header 97.00 HR
16" DI Pump Effluent 24.00 HR
------------------------------------------------------------------------------------------------------------------------------------
Total Forklift Hours 121.00 HR
Forklift, RT 10,000# Reach
121 HR
121
56.93
6,888
127.36
15,410
---
---
---
---
184.28
22,298
OP2
---
---
1.000
1.000
Forklift, RT 10,000# Reach
1.00 LS
121
56.93
6,888
---
15,410
---
---
---
---
---
22,298
---
---
---
---
Crane 70 ton+travel and setup
(Operated)
1 LS
Heaviest Pick - 42" STL 24'0" FLGxFLG Spool - 11,340 lbs.
Heaviest Pick 11,340.00 LBS
Headache Ball 573.00 LBS
Safety Factor 1.20 LBS
Total Pick 14,296.00 LBS
Crane 70 ton+travel and setup
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 34 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Boom Length 60.00 LF
Swing Radius 40.00 LF
Rating @ 60' Boom w/ 40' Swing 18,200.00 LBS
80% Safety Factor 14,560.00 LBS
42" STL Header 32.00 HR
------------------------------------------------------------------------------------------------------------------------------------
Total Crane Hours 32.00 HR
Crane 70 ton+travel and setup (Operated)
32 HR
---
---
---
---
---
---
---
---
---
275.00
8,800
8,800
275.00
---
---
Surcharge
4 EA
---
---
---
---
---
---
---
---
---
632.00
2,528
2,528
632.00
---
---
Mob-IN/Mob-Out
4 EA
---
---
---
---
---
---
---
---
---
550.00
2,200
2,200
550.00
---
---
Crane 70 ton+travel and setup (Oper
1.00 LS
---
---
---
---
---
---
---
---
---
---
13,528
13,528
---
---
---
1.00 LS
1,079
61.59
66,453
---
16,782
---
---
---
---
---
96,763
Install Piping (Exposed)
---
13,528
---
---
Piping Subs
LS
1
Pipe Welding
1 LS
Vic's Welding
8376 N. El Mirage Rd. Building 3
El Mirage, AZ 85335
(623) 925-5696
PCL Assist Fab Pieces EA PCL HR/EA PCL Total Welder ($/Jt) Welder Total
42" Adjustment Weld 1.00 EA 21.549 22.00 2,880.00 2,880.00
42" Slip-On Flange 1.00 EA 21.549 22.00 1,920.00 1,920.00
------------------------------------------------------------------------------------------------------------------------------
Total 44.00 4,800.00
Exposed Pipe Weld Sub
1 LS
---
---
---
---
---
---
---
---
4,800
---
4,800
---
---
---
---
Assist Pipe Welder
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 35 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
AWRF
1.00
LS
AWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Pipe Fitter Foreman
44 HR
44
87.71
3,859
---
---
---
---
---
---
87.71
3,859
FM9
---
---
1.000
1.000
Exposed Pipe Crew
44 HR
44
56.93
2,505
---
---
---
---
---
---
56.93
2,505
WK8
---
---
1.000
1.000
Pipe Welding
1.00 LS
88
72.32
6,364
---
---
---
---
---
4,800
---
11,164
---
---
---
---
1.00 LS
88
72.32
6,364
---
---
---
---
---
4,800
---
11,164
Piping Subs
---
---
---
---
35,816
1.00 LS
1,287
62.54
80,486
---
18,820
--- 257,759
---
4,800
--- 397,681
Exposed Pipe
35,816
---
---
---
1.00 LS
1,287
62.54
80,486
---
18,820
--- 257,759
---
4,800
---
397,681
DIVISION 15 - MECHANICAL
35,816
---
---
---
DIV 16/17 - ELECTRICAL AND I&C
LS
1
Electrical Supply & Install (AWRF)
LS
1
Ludvik Electric
Electrical Supply & Install
1 LS
---
---
---
---
---
---
---
--- 1,334,470
--- 1,334,470
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 1,334,470
--- 1,334,470
Electrical Supply & Install (AWRF)
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 1,334,470
--- 1,334,470
DIV 16/17 - ELECTRICAL AND I&C
---
---
---
---
10,168
64.59 656,804
AWRF ON SITE IMPROVEMENTS
1.00 LS
755,432
1,845,596
--- 4,731,785
---
---
--- 1,160,209
313,744
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
AWRF
1.00
AWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 36 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
DIVISION 1 - GENERAL
REQUIREMENTS
LS
1
SWPPP/Dust Control
LS
1
Install SWPPP
SWPPP Permit
1 LS
---
---
---
---
---
---
---
---
---
---
1,350
1,350
---
---
---
Bckho-Ldr Ct 420C 1.0cy
40 HR
40
56.93
2,277
70.23
2,809
---
---
---
---
127.15
5,086
OP2
---
---
1.000
1.000
2
Labor
40 HR
80
46.17
3,694
---
---
---
---
---
---
92.34
3,694
LG3
---
---
1.000
1.000
Foreman
40 HR
40
87.71
3,508
---
---
---
---
---
---
87.71
3,508
FM8
---
---
1.000
1.000
Materials
1 LS
---
---
---
---
---
---
---
---
---
---
7,000
7,000
---
---
---
Maintain SWPPP
Bckho-Ldr Ct 420C 1.0cy
80 HR
80
56.93
4,554
70.23
5,618
---
---
---
---
127.15
10,172
OP2
---
---
1.000
1.000
2
Labor
80 HR
160
46.17
7,387
---
---
---
---
---
---
92.34
7,387
LG3
---
---
1.000
1.000
Foreman
80 HR
80
87.71
7,016
---
---
---
---
---
---
87.71
7,016
FM8
---
---
1.000
1.000
Materials
1 LS
---
---
---
---
---
---
---
---
---
---
3,500
3,500
---
---
---
Dust Control
Dust Control Permit
1 LS
---
---
---
---
---
---
---
---
---
---
2,000
P
2,000
---
---
---
Trc Water-TA 2000 Gal -O
4.37 MO
757
56.93
43,119
47.18
35,668
---
---
---
--- 18,028.91
78,786
OP2
---
---
1.000
1.000
Standpipe (6" J-Stand)
6 MO
---
---
---
3.50
3,636
---
---
---
---
606.00
3,636
---
---
1.000
1.000
2
6"x50' Layflat Hose-Camlock
6 MO
---
---
---
1.69
3,516
---
---
---
---
586.00
3,516
---
---
1.000
1.000
6"vicx6" Female Camlock Adapter
6 MO
---
---
---
0.0607
63
---
---
---
---
10.50
63
---
---
1.000
1.000
6" Camlock x 2.5" MPT Adapter
6 MO
---
---
---
0.5202
540
---
---
---
---
90.00
540
---
---
1.000
1.000
Delivery/Pick-up
2 EA
---
---
---
---
---
---
---
---
---
462.50
925
925
462.50
---
---
14,775
1.00 LS
1,237
57.82
71,555
---
51,850
---
---
---
---
--- 138,180
SWPPP/Dust Control
14,775
---
---
---
Quality control
LS
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 37 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Compaction QC Technician 44.00 HR 2728.000
Concrete QC Technician 12.00 HR 744.000
Asphalt QC Technician 4.00 HR 248.000
Technician Trip Charges 16.00 EA 560.000
Gradation 1.00 EA 130.000
Concrete Cylinders (3 EA Pours) 3.00 EA 240.000
Project Management,Reports, and 1.00 LS 0.000
all other price associated with 4650.000
QC Testing Requirements
RAMM
Quality Control SUB
1 LS
---
---
---
---
---
---
---
---
4,650
---
4,650
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
4,650
---
4,650
Quality control
---
---
---
---
Survey
LS
1
Survey & As-Built Documentation
Survey for OWRF
PCL Survey Equipment
4 MO
---
---
---
15.51
10,732
---
---
---
---
2,682.96
10,732
---
---
1.000
1.000
Control Points & Benchmarks 1.00 LS 1,600.00
Staking for buried pipe install 1.00 LS 800.00
Staking for structural concrete 1.00 LS 800.00
Staking for earthwork (cuts/fills) 1.00 LS 1,600.00
As-Builts New Pipe & Electrical 1.00 LS 2,400.00
Re-Staking 1.00 LS 2,000.00
Total 9,200.00
Lemme Associates AZ
Survey (SUB)
1 LS
---
---
---
---
---
---
---
---
9,200
---
9,200
---
---
---
---
---
1.00 LS
---
---
---
---
10,732
---
---
---
9,200
---
19,932
Survey
---
---
---
---
Support Equipment
LS
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 38 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Forklift, RT 10,000# Reach (IDLE)
4.80 MO
---
---
---
88.09
73,148
---
---
---
--- 15,239.08
73,148
---
---
1.000
1.000
---
1.00 LS
---
---
---
---
73,148
---
---
---
---
---
73,148
Support Equipment
---
---
---
---
Field Supervision
LS
1
Assistant Superintendent
6 MO
1,040
105.17 109,377
42.07
43,663
---
---
---
--- 25,506.70
153,040
SU1
---
---
1.000
1.000
Cellular Billing; Field Mgmt.
6 MO
---
---
---
---
---
---
---
---
---
150.00
900
900
150.00
---
---
Computer Equipment, Field Mgmt.
6 MO
---
---
---
---
---
---
---
---
---
250.00
1,500
1,500
250.00
---
---
2,400
1.00 LS
1,040
105.17 109,377
---
43,663
---
---
---
---
--- 155,440
Field Supervision
2,400
---
---
---
Dumpster
6 MO
---
---
---
---
---
---
---
---
---
800.00
4,800
4,800
800.00
---
---
1.00 LS
2,277
79.44
180,932
---
179,393
---
---
---
13,850
---
396,150
DIVISION 1 - GENERAL REQUIRE
21,975
---
---
---
DIVISION 2 - SITE WORK
LS
1
Site Preperation
SF
10,000
Laydown/Restore
Laydown Yard
SF
10,000
Assume no clear and grub. Only restore
Restore Site
Purchase DG
120 TN
---
---
---
---
---
33.50
4,020
---
---
33.50
4,020
---
---
---
---
Labor Group 3
10,000 SF
12
46.17
554
---
---
---
---
---
---
0.055426
554
LG3
---
---
0.001
833.000
Ldr 950G RT w/GP-4.0cy
10,000 SF
12
56.93
683
79.46
954
---
---
---
---
0.163728
1,637
OP2
---
---
0.001
833.000
Cat 416F2 IL Skiploader-0
10,000 SF
12
56.93
683
78.68
945
---
---
---
---
0.162789
1,628
OP2
---
---
0.001
833.000
Trc Water-TA 2000 Gal -O
10,000 SF
12
56.93
683
47.18
566
---
---
---
---
0.124974
1,250
OP2
---
---
0.001
833.000
10,000.00 SF
48
54.24
2,604 0.246479
2,465
0.402000
4,020
---
--- 0.908917
9,089
Laydown Yard
---
---
0.005
208.250
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 39 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
---
10,000.00 SF
48
54.24
2,604
0.246479
2,465
0.402000
4,020
---
--- 0.908917
9,089
Site Preperation
---
---
0.005
208.250
Perimeter Fencing
LS
1
Area: OWRF
Remove Existing Fence, Supply & Install New Fenching /Posts/Barbwire
16 LF (For Electrical Ductbank Installation)
Liberty Fence & Supply
Fencing Sub
1 LS
---
---
---
---
---
---
---
---
1,500
---
1,500
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
1,500
---
1,500
Perimeter Fencing
---
---
---
---
Earthwork
LS
1
SOG Earthwork
LS
1
SOG Ex
88 CY
Intel Pad 88.00 CY
Labor Fmn.
88 CY
12
87.71
1,053
---
---
---
---
---
---
11.97
1,053
FM8
---
---
0.136
7.330
2
Labor Group 3
88 CY
24
46.17
1,109
---
---
---
---
---
---
12.60
1,109
LG3
---
---
0.136
7.330
Bckho 316EL .68cy -O
88 CY
12
56.93
683
142.67
1,713
---
---
---
---
27.23
2,396
OP2
---
---
0.136
7.330
Ldr 950G RT w/GP-4.0cy
88 CY
12
56.93
683
79.46
954
---
---
---
---
18.61
1,637
OP2
---
---
0.136
7.330
Trc Water-TA 2000 Gal -O
88 CY
12
56.93
683
47.18
566
---
---
---
---
14.20
1,250
OP2
---
---
0.136
7.330
SOG Ex
88.00 CY
72
58.47
4,212
36.74
3,233
---
---
---
---
84.60
7,445
---
---
0.819
1.222
ABC Subgrade
56 CY
Intel Pad 50.00 Cy
Compaction Factor of 1.12 56.00
Purchase ABC
112 TN
---
---
---
---
---
21.25
2,380
---
---
21.25
2,380
---
---
---
---
Labor Fmn.
56 CY
8
87.71
702
---
---
---
---
---
---
12.53
702
FM8
---
---
0.143
7.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 40 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
2
Labor Group 3
56 CY
16
46.17
739
---
---
---
---
---
---
13.19
739
LG3
---
---
0.143
7.000
Bckho 316EL .68cy -O
56 CY
8
56.93
455
142.67
1,141
---
---
---
---
28.51
1,597
OP2
---
---
0.143
7.000
Ldr 950G RT w/GP-4.0cy
56 CY
8
56.93
455
79.46
636
---
---
---
---
19.48
1,091
OP2
---
---
0.143
7.000
Trc Water-TA 2000 Gal -O
56 CY
8
56.93
455
47.18
377
---
---
---
---
14.87
833
OP2
---
---
0.143
7.000
Trench Compactor 24"-33"
56 CY
---
---
---
145.51
1,164
---
---
---
---
20.79
1,164
---
---
0.143
7.000
ABC Subgrade
56.00 CY
48
58.47
2,807
59.26
3,319
42.50
2,380
---
---
151.88
8,505
---
---
0.857
1.167
SOG Backfill
28 CY
Intel Pad 25.00 CY
Compaction Factor of 1.12 28.00
Labor Fmn.
28 CY
9
87.71
786
---
---
---
---
---
---
28.07
786
FM8
---
---
0.320
3.125
2
Labor Group 3
28 CY
18
46.17
827
---
---
---
---
---
---
29.55
827
LG3
---
---
0.320
3.125
Bckho 316EL .68cy -O
28 CY
9
56.93
510
142.67
1,278
---
---
---
---
63.87
1,788
OP2
---
---
0.320
3.125
Ldr 950G RT w/GP-4.0cy
28 CY
9
56.93
510
79.46
712
---
---
---
---
43.64
1,222
OP2
---
---
0.320
3.125
Trc Water-TA 2000 Gal -O
28 CY
9
56.93
510
47.18
423
---
---
---
---
33.31
933
OP2
---
---
0.320
3.125
Trench Compactor 24"-33"
28 CY
---
---
---
145.51
1,304
---
---
---
---
46.56
1,304
---
---
0.320
3.125
SOG Backfill
28.00 CY
54
58.47
3,143
132.74
3,717
---
---
---
---
245.00
6,860
---
---
1.920
0.521
1.00 LS
174
58.47
10,162
---
10,269
---
2,380
---
---
---
22,810
SOG Earthwork
---
---
---
---
Remove Rip Rap
CY
20
Labor Fmn.
20 CY
8
87.71
702
---
---
---
---
---
---
35.08
702
FM8
---
---
0.400
2.500
2
Labor Group 3
20 CY
16
46.17
739
---
---
---
---
---
---
36.94
739
LG3
---
---
0.400
2.500
Bckho 324DL 1.5CY -O
20 CY
8
56.93
455
155.91
1,247
---
---
---
---
85.13
1,703
OP2
---
---
0.400
2.500
BCKHO 324DL Claw
20 CY
---
---
---
155.91
1,247
---
---
---
---
62.37
1,247
---
---
0.400
2.500
Ldr 950G RT w/GP-4.0cy
20 CY
8
56.93
455
79.46
636
---
---
---
---
54.55
1,091
OP2
---
---
0.400
2.500
Trc Water-TA 2000 Gal -O
20 CY
8
56.93
455
47.18
377
---
---
---
---
41.64
833
OP2
---
---
0.400
2.500
20.00 CY
48
58.47
2,807
175.38
3,508
---
---
---
---
315.71
6,314
Remove Rip Rap
---
---
2.400
0.417
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 41 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Rip Rap Swale
SF
609
Ex Rip Rap Swale
42 CY
Labor Fmn.
42 CY
8
87.71
702
---
---
---
---
---
---
16.71
702
FM8
---
---
0.190
5.250
2
Labor Group 3
42 CY
16
46.17
739
---
---
---
---
---
---
17.59
739
LG3
---
---
0.190
5.250
Bckho 316EL .68cy -O
42 CY
8
56.93
455
142.67
1,141
---
---
---
---
38.02
1,597
OP2
---
---
0.190
5.250
Ldr 950G RT w/GP-4.0cy
42 CY
8
56.93
455
79.46
636
---
---
---
---
25.98
1,091
OP2
---
---
0.190
5.250
Trc Water-TA 2000 Gal -O
42 CY
8
56.93
455
47.18
377
---
---
---
---
19.83
833
OP2
---
---
0.190
5.250
Ex Rip Rap Swale
42.00 CY
48
58.47
2,807
51.30
2,154
---
---
---
---
118.12
4,961
---
---
1.143
0.875
Rough Grade Rip Rap Swale
609 SF
Labor Fmn.
609 SF
12
87.71
1,052
---
---
---
---
---
---
1.73
1,052
FM8
---
---
0.020
50.750
2
Labor Group 3
609 SF
24
46.17
1,108
---
---
---
---
---
---
1.82
1,108
LG3
---
---
0.020
50.750
Bckho 316EL .68cy -O
609 SF
12
56.93
683
142.67
1,712
---
---
---
---
3.93
2,395
OP2
---
---
0.020
50.750
Skidsteer Ldr Cat 246C
609 SF
12
56.93
683
56.36
676
---
---
---
---
2.23
1,359
OP2
---
---
0.020
50.750
Trc Water-TA 2000 Gal -O
609 SF
12
56.93
683
47.18
566
---
---
---
---
2.05
1,249
OP2
---
---
0.020
50.750
Trench Compactor 24"-33"
609 SF
---
---
---
145.51
1,746
---
---
---
---
2.87
1,746
---
---
0.020
50.750
Rough Grade Rip Rap Swale
609.00 SF
72
58.47
4,210
7.72
4,701
---
---
---
---
14.63
8,911
---
---
0.118
8.458
609.00 SF
120
58.47
7,016
11.26
6,855
---
---
---
---
22.78
13,872
Rip Rap Swale
---
---
0.197
5.075
Rough Grade Swale
LF
320
Labor Fmn.
320 LF
32
87.71
2,807
---
---
---
---
---
---
8.77
2,807
FM8
---
---
0.100
10.000
Labor Group 3
320 LF
32
46.17
1,477
---
---
---
---
---
---
4.62
1,477
LG3
---
---
0.100
10.000
Bckho 316EL .68cy -O
320 LF
32
56.93
1,822
142.67
4,566
---
---
---
---
19.96
6,387
OP2
---
---
0.100
10.000
Skidsteer Ldr Cat 246C
320 LF
32
56.93
1,822
56.36
1,804
---
---
---
---
11.33
3,625
OP2
---
---
0.100
10.000
Trc Water-TA 2000 Gal -O
320 LF
32
56.93
1,822
47.18
1,510
---
---
---
---
10.41
3,331
OP2
---
---
0.100
10.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 42 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
320.00 LF
160
60.93
9,749
24.62
7,879
---
---
---
---
55.09
17,628
Rough Grade Swale
---
---
0.500
2.000
Rough Grade Site
SF
6,784
Site Cut 133.00 CY
Labor Group 3
6,784 SF
32
46.17
1,477
---
---
---
---
---
---
0.217783
1,477
LG3
---
---
0.005
212.000
Cat 416F2 IL Skiploader-0
6,784 SF
32
56.93
1,822
78.68
2,518
---
---
---
---
0.639636
4,339
OP2
---
---
0.005
212.000
Skidsteer Ldr Cat 246C
6,784 SF
32
56.93
1,822
56.36
1,804
---
---
---
---
0.534385
3,625
OP2
---
---
0.005
212.000
Trc Water-TA 2000 Gal -O
6,784 SF
32
56.93
1,822
47.18
1,510
---
---
---
---
0.491055
3,331
OP2
---
---
0.005
212.000
6,784.00 SF
128
54.24
6,942 0.859534
5,831
---
---
---
---
1.88
12,773
Rough Grade Site
---
---
0.019
53.000
Dirt Haul Off
CY
207
TOTAL HAUL OFF 207.00 CY
Haul Off Trucking
32 HR
---
---
---
---
---
---
---
135.00
4,320
135.00
4,320
---
---
---
---
Dump Fees
16 LD
---
---
---
---
---
---
---
---
---
75.00
1,200
1,200
75.00
---
---
Ldr 950G RT w/GP-4.0cy
8 HR
8
56.93
455
79.46
636
---
---
---
---
136.39
1,091
OP2
---
---
1.000
1.000
207.00 CY
8
56.93
455
3.07
636
---
---
20.87
4,320
31.94
6,611
Dirt Haul Off
5.80
1,200
0.039
25.875
1,200
1.00 LS
638
58.22
37,131
---
34,977
---
2,380
---
4,320
---
80,008
Earthwork
1,200
---
---
---
Paving and Grading
SF
378
Asphalt Removal
SF
378
TOTAL SF 378.00 SF
TOTAL SY 42.00 SY
TOTAL CY 5.00 CY
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 43 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
4" Thick existing asphalt thickness.
Curb to Curb
Saw Cut Subcontractor
102 LF
---
---
---
---
---
---
--- 0.900000
92
0.900000
92
---
---
---
---
Sawcut Sub Mob
1 EA
---
---
---
---
---
---
---
350.00
350
350.00
350
---
---
---
---
Removal based on Pipe Zone Only
Excavation/Removal of Asphalt & Native
Excavate and Remove Asphalt 4".
Labor Fmn.
378 SF
8
87.71
663
---
---
---
---
---
---
1.75
663
FM8
---
---
0.020
50.000
2
Labor Group 3
378 SF
15
46.17
698
---
---
---
---
---
---
1.85
698
LG3
---
---
0.020
50.000
Bckho 324DL 1.5CY -O
378 SF
8
56.93
430
155.91
1,179
---
---
---
---
4.26
1,609
OP2
---
---
0.020
50.000
Ldr 966G RT w/GP-4.5cy -O
378 SF
8
56.93
430
117.01
885
---
---
---
---
3.48
1,315
OP2
---
---
0.020
50.000
Trc Water-TA 2000 Gal -O
378 SF
8
56.93
430
47.18
357
---
---
---
---
2.08
787
OP2
---
---
0.020
50.000
TOTAL HAUL OFF 6.00 CY
13 CY/LD per truck = .25 hour of loading time at Trench.
30 minute drive time + 15 minutes at dump + 15 minutes at agg site = 1 hours neat roundtrip
Based off 3 Trucks.
Haul Off Trucking
2 HR
---
---
---
---
---
---
---
135.00
270
135.00
270
---
---
---
---
Dump Fees
1 LD
---
---
---
---
---
---
---
---
---
75.00
75
75
75.00
---
---
Ldr 966G RT w/GP-4.5cy -O
1 HR
1
56.93
57
117.01
117
---
---
---
---
173.94
174
OP2
---
---
1.000
1.000
378.00 SF
46
58.44
2,709
6.71
2,537
---
---
1.88
712
15.96
6,033
Asphalt Removal
0.198413
75
0.123
8.154
Subgrade Prep
SF
378
Clean Asphalt Edges, Get Subgrade to +or- 1", Move Excess ABC
Subgrade prep based on Pipe Zone Only
Rough Grade
Labor Fmn.
378 SF
16
87.71
1,403
---
---
---
---
---
---
3.71
1,403
FM8
---
---
0.042
23.625
2
Labor Group 3
378 SF
32
46.17
1,477
---
---
---
---
---
---
3.91
1,477
LG3
---
---
0.042
23.625
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 44 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Bckho-Ldr Ct 420C 1.0cy
378 SF
16
56.93
911
70.23
1,124
---
---
---
---
5.38
2,034
OP2
---
---
0.042
23.625
Skidsteer Ldr Cat 246C
378 SF
16
56.93
911
56.36
902
---
---
---
---
4.80
1,813
OP2
---
---
0.042
23.625
Cmpt SP Vib CAT 433C
378 SF
---
---
---
203.23
3,252
---
---
---
---
8.60
3,252
---
---
0.042
23.625
Trc Water-TA 2000 Gal -O
378 SF
16
56.93
911
47.18
755
---
---
---
---
4.41
1,666
OP2
---
---
0.042
23.625
378.00 SF
96
58.47
5,613
15.96
6,032
---
---
---
---
30.81
11,645
Subgrade Prep
---
---
0.254
3.938
Ashpalt Paving
SF
378
4" AC Pavement on 8" AB
Gonzalez Asphalt
1 LS
---
---
---
---
---
---
---
---
7,240
---
7,240
---
---
---
---
378.00 SF
---
---
---
---
---
---
---
19.15
7,240
19.15
7,240
Ashpalt Paving
---
---
---
---
75
378.00 SF
142
58.46
8,322
22.67
8,569
---
---
21.04
7,952
65.92
24,918
Paving and Grading
75
0.198413
0.377
2.655
Landscaping
LS
1
Landscaping Sub
LS
1
Supply and Install of DG 1.00 LS 25,200.00
Supply and Install of Rip Rap 1.00 LS 14,000.00
Supply/Install New Trees & Plants 1.00 LS 24,775.00
Supply/Install drip system 1.00 LS 6,000.00
Supply & Apply Herbicide 1.00 LS 2,000.00
Mobilization 1.00 LS 4,000.00
90 Day Maintenance Period 1.00 LS 3,000.00
Total 78,975.00
Landscape Sub AAA
1 LS
---
---
---
---
---
---
---
---
78,975
---
78,975
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
78,975
---
78,975
Landscaping Sub
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 45 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Remove Landscaping
EA
17
Remove Trees and Bushes 17.00 ea
2
Labor Group 3
17 EA
68
46.17
3,140
---
---
---
---
---
---
184.68
3,140
LG3
---
---
2.000
0.500
Bckho 324DL 1.5CY -O
17 EA
34
56.93
1,935
155.91
5,301
---
---
---
---
425.67
7,236
OP2
---
---
2.000
0.500
Ldr 966G RT w/GP-4.5cy -O
17 EA
34
56.93
1,935
117.01
3,978
---
---
---
---
347.88
5,914
OP2
---
---
2.000
0.500
TOTAL HAUL OFF 4.00 LD
Haul Off Trucking
8 HR
---
---
---
---
---
---
---
135.00
1,080
135.00
1,080
---
---
---
---
Dump Fees
4 LD
---
---
---
---
---
---
---
---
---
75.00
300
300
75.00
---
---
Ldr 966G RT w/GP-4.5cy -O
2 HR
2
56.93
114
117.01
234
---
---
---
---
173.94
348
OP2
---
---
1.000
1.000
17.00 EA
138
51.63
7,124
559.61
9,513
---
---
63.53
1,080
1,059.86
18,018
Remove Landscaping
17.65
300
8.118
0.123
300
1.00 LS
138
51.63
7,124
---
9,513
---
---
---
80,055
---
96,993
Landscaping
300
---
---
---
Yard Pipe Materials
LS
1
Ferguson Waterworks
Purchase Yard Pipe Materials
1 LS
---
---
---
---
---
---
73,428
---
---
---
73,428
---
---
---
---
Pipe Rigging STS
1 LS
---
---
---
---
---
---
---
---
---
---
500
500
---
---
---
Pipe Installation STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,500
1,500
---
---
---
Testing STS
1 LS
---
---
---
---
---
---
---
---
---
---
1,000
1,000
---
---
---
Purchase Bedding/PZ Material (ABC)
134 TN
---
---
---
---
---
21.25
2,848
---
---
21.25
2,848
---
---
---
---
TOTAL HAUL Off 16.00 CY
13 CY/LD per truck = .5 hour of loading time at trench
1 hour drive time + .5 hour to dump = 2 hours neat roundtrip
Based off 3 Trucks.
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 46 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Haul Off Trucking
2 HR
---
---
---
---
---
---
---
---
---
135.00
270
270
135.00
---
---
Dump Fees
1 LD
---
---
---
---
---
---
---
---
---
75.00
75
75
75.00
---
---
Ldr 950G RT w/GP-4.0cy
1 HR
1
56.93
57
79.46
79
---
---
---
---
136.39
136
OP2
---
---
1.000
1.000
Trench Protection/Equipment
Trench box mob/demob 4.00 EA 215.00 860.00
Trench Protection (10x24) 2.00 MO 3,050.68 6,101.36
Speed Shoring 2.00 MO 575.04 1,150.08
Speed Shoring Pump 2.00 MO 74.52 149.04
Speed Shoring Misc 2.00 MO 89.88 179.76
Bridle 2.00 MO 148.92 297.84
Bedding Box (9 yard) 2.00 MO 711.85 1,423.70
10,161.78
Trench Protection
1 LS
---
---
---
---
---
---
---
---
---
---
10,162
10,162
---
---
---
Trench Protection Assemble/Disassemble
2
Yard Pipe Crew
8 HR
16
56.93
911
---
---
---
---
---
---
113.85
911
WK1
---
---
1.000
1.000
Ex Cat 336 (36mt)
8 HR
8
56.93
455
175.32
1,403
---
---
---
---
232.25
1,858
OP2
---
---
1.000
1.000
13,507
1.00 LS
25
56.93
1,423
---
1,482
---
76,275
---
---
---
92,687
Yard Pipe Materials
13,507
---
---
---
Production Pipe Subtotal
LF
167
Yard Pipe Foreman
1.25 MO
217
87.71
19,003
42.07
9,097
---
---
---
--- 22,479.44
28,099
FM8
---
---
1.000
1.000
Pothole @ Tie-In Location
EA
4
Tie in Potholes
2 EA
Hydro Air Ex (soft dig)
2 DAY
---
---
---
---
---
---
---
2,950.00
5,900
2,950.00
5,900
---
---
---
---
2
Yard Pipe Crew
2 EA
40
56.93
2,277
---
---
---
---
---
---
1,138.50
2,277
WK1
---
---
10.000
0.100
Bckho 321DL 1.83cy -O
2 EA
20
56.93
1,139
130.73
2,615
---
---
---
---
1,876.56
3,753
OP2
---
---
10.000
0.100
Tie in Potholes
2.00 EA
60
56.93
3,416
1,307.31
2,615
---
---
2,950.00
5,900
5,965.06
11,930
---
---
30.000
0.033
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 47 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
4.00 EA
60
56.93
3,416
653.65
2,615
---
---
1,475.00
5,900
2,982.53
11,930
Pothole @ Tie-In Location
---
---
15.000
0.067
Unload & Handle
EA
1
Unload & Handle
8 HR
8
56.93
455
---
---
---
---
---
---
56.93
455
WK1
---
---
1.000
1.000
Forklift, RT 10,000# Reach
4 HR
4
56.93
228
127.36
509
---
---
---
---
184.28
737
OP2
---
---
1.000
1.000
1.00 EA
12
56.93
683
509.43
509
---
---
---
---
1,192.53
1,193
Unload & Handle
---
---
12.000
0.083
RW 24"
LF
167
24" Rw line from Intel PRV Station to existing Intel piping
Ductile iron pipe cement motor lined
Restrianed joints, Megalug fittings
average Bury depth of 8'
shored trench
Dig / Lay / Bury
167 LF
Dig / Lay / Bury
2
Yard Pipe Crew
167 LF
67
56.93
3,803
---
---
---
---
---
---
22.77
3,803
WK1
---
---
0.200
5.000
Bckho 329EL 2.5CY -O
167 LF
33
56.93
1,901
165.45
5,526
---
---
---
---
44.47
7,427
OP2
---
---
0.200
5.000
Ldr 950G RT w/GP-4.0cy
167 LF
33
56.93
1,901
79.46
2,654
---
---
---
---
27.28
4,555
OP2
---
---
0.200
5.000
Trench Compactor 24"-33"-O
167 LF
---
---
---
145.51
4,860
---
---
---
---
29.10
4,860
---
---
0.200
5.000
Trc Water-TA 2000 Gal -O
167 LF
33
56.93
1,901
47.18
1,576
---
---
---
---
20.82
3,477
OP2
---
---
0.200
5.000
Dig / Lay / Bury
167.00 LF
167
56.93
9,506
87.52
14,616
---
---
---
---
144.44
24,122
---
---
1.000
1.000
Risers
2 EA
2
Yard Pipe Crew
2 EA
8
56.93
455
---
---
---
---
---
---
227.70
455
WK1
---
---
2.000
0.500
Bckho 329EL 2.5CY -O
2 EA
4
56.93
228
165.45
662
---
---
---
---
444.74
889
OP2
---
---
2.000
0.500
Ldr 950G RT w/GP-4.0cy
2 EA
4
56.93
228
79.46
318
---
---
---
---
272.77
546
OP2
---
---
2.000
0.500
Trench Compactor 24"-33"-O
2 EA
---
---
---
145.51
582
---
---
---
---
291.01
582
---
---
2.000
0.500
Trc Water-TA 2000 Gal -O
2 EA
4
56.93
228
47.18
189
---
---
---
---
208.21
416
OP2
---
---
2.000
0.500
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 48 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Risers
2.00 EA
20
56.93
1,139
875.18
1,750
---
---
---
---
1,444.43
2,889
---
---
10.000
0.100
Utility Crossings
2 EA
2
Yard Pipe Crew
2 EA
16
56.93
911
---
---
---
---
---
---
455.40
911
WK1
---
---
4.000
0.250
Bckho 329EL 2.5CY -O
2 EA
8
56.93
455
165.45
1,324
---
---
---
---
889.48
1,779
OP2
---
---
4.000
0.250
Ldr 950G RT w/GP-4.0cy
2 EA
8
56.93
455
79.46
636
---
---
---
---
545.54
1,091
OP2
---
---
4.000
0.250
Trench Compactor 24"-33"-O
2 EA
---
---
---
145.51
1,164
---
---
---
---
582.02
1,164
---
---
4.000
0.250
Trc Water-TA 2000 Gal -O
2 EA
8
56.93
455
47.18
377
---
---
---
---
416.41
833
OP2
---
---
4.000
0.250
Crossing STS
1 LS
---
---
---
---
---
---
---
---
---
---
250
250
---
---
---
Utility Crossings
2.00 EA
40
56.93
2,277
1,750.36
3,501
---
---
---
---
3,013.86
6,028
250
125.00
20.000
0.050
Valve Adjustments
2 EA
2
Yard Pipe Crew
2 EA
16
56.93
911
---
---
---
---
---
---
455.40
911
WK1
---
---
4.000
0.250
Bckho-Ldr Ct 420C 1.0cy
2 EA
8
56.93
455
70.23
562
---
---
---
---
508.61
1,017
OP2
---
---
4.000
0.250
Conc 3000 PSI
1 CY
---
---
---
---
---
163.00
163
---
---
163.00
163
---
---
---
---
Valve Adjustments
2.00 EA
24
56.93
1,366
280.91
562
81.50
163
---
---
1,045.51
2,091
---
---
12.000
0.083
Connections to Pipe/Structures
2 EA
2
Yard Pipe Crew
2 EA
16
56.93
911
---
---
---
---
---
---
455.40
911
WK1
---
---
4.000
0.250
Bckho 329EL 2.5CY -O
2 EA
8
56.93
455
165.45
1,324
---
---
---
---
889.48
1,779
OP2
---
---
4.000
0.250
Connections to Pipe/Structures
2.00 EA
24
56.93
1,366
661.78
1,324
---
---
---
---
1,344.88
2,690
---
---
12.000
0.083
Test
2 EA
2
Yard Pipe Crew
2 EA
64
56.93
3,643
---
---
---
---
---
---
1,821.60
3,643
WK1
---
---
16.000
0.063
Comp 185 CFM Diesel
2 EA
---
---
---
42.87
1,372
---
---
---
---
685.91
1,372
---
---
16.000
0.063
Test
2.00 EA
64
56.93
3,643
685.91
1,372
---
---
---
---
2,507.51
5,015
---
---
32.000
0.031
167.00 LF
339
56.93
19,298
138.47
23,124
0.976048
163
---
---
256.49
42,834
RW 24"
1.50
250
2.030
0.493
250
167.00 LF
628
67.55
42,399
211.64
35,344
0.976048
163
35.33
5,900
503.33
84,056
Production Pipe Subtotal
250
1.50
3.758
0.266
Valve Support
LS
1
Concrete Material
LS
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 49 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Conc.4000 Psi 2.00 CY
Conc.4000 Psi -Short Load
2 CY
---
---
---
---
---
225.00
450
---
---
225.00
450
---
---
---
---
Conc.4000 Psi Waste 10% - Short Load
0.20 CY
---
---
---
---
---
225.00
45
---
---
225.00
45
---
---
---
---
Enviromental Fees
1 LDS
---
---
---
---
---
25.00
25
---
---
25.00
25
---
---
---
---
Fuel Surcharge
1 LDS
---
---
---
---
---
29.00
29
---
---
29.00
29
---
---
---
---
Valve Support Pad Rebar Sub
1 LS
---
---
---
---
---
---
---
---
750
---
750
---
---
---
---
Valve Support Pad Form Ply 3/4"
24 SF
---
---
---
---
---
---
---
---
---
1.15
28
28
1.15
---
---
Valve Support Pad Dimen. Lumber (2x4-
2x10)
48 BF
---
---
---
---
---
---
---
---
---
0.800000
38
38
0.800000
---
---
Conc. Placing Supplies
2 CY
---
---
---
---
---
---
---
---
---
3.03
6
6
3.03
---
---
Valve Support Pad STS
1 LS
---
---
---
---
---
---
---
---
---
---
500
500
---
---
---
1.00 LS
---
---
---
---
---
---
549
---
750
---
1,871
Concrete Material
---
572
---
---
24" Valve Support Pad
EA
1
Pour (Form) Valve Support Pad
1 CY
Form Valve Support Pad
13 SF
16
57.96
942
---
---
---
---
---
---
72.45
942
MX1
---
---
1.250
0.800
Pour Valve Support Pad
1 CY
4
58.78
235
---
---
---
---
---
---
235.12
235
MX7
---
---
4.000
0.250
32 M 105' Boom
4 HR
---
---
---
---
---
---
---
---
---
150.00
600
600
150.00
---
---
32 M 105' Boom
2 CY
---
---
---
---
---
---
---
---
---
3.25
7
7
3.25
---
---
Travel Charge
1.50 HR
---
---
---
---
---
---
---
---
---
165.00
248
248
165.00
---
---
Prime/Permit Fee
1 EA
---
---
---
---
---
---
---
---
---
65.00
65
65
65.00
---
---
Energy Surcharge
1 EA
---
---
---
---
---
---
---
---
---
91.60
92
92
91.60
---
---
Conc Bucket 1-1.5 cy
1 CY
---
---
---
9.34
5
---
---
---
---
4.67
5
---
---
0.500
2.000
Pour (Form) Valve Support Pad
1.00 CY
20
58.12
1,177
4.67
5
---
---
---
---
2,192.22
2,192
1,011
1,010.60
20.250
0.049
1.00 EA
20
58.12
1,177
4.67
5
---
---
---
---
2,192.22
2,192
24" Valve Support Pad
1,010.60
1,011
20.250
0.049
20" Valve Support Pad
EA
1
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 50 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Pour (Form) Valve Support Pad
1 CY
Form Valve Support Pad
11 SF
16
57.96
911
---
---
---
---
---
---
82.80
911
MX1
---
---
1.429
0.700
Pour Valve Support Pad
1 CY
4
58.78
235
---
---
---
---
---
---
235.12
235
MX7
---
---
4.000
0.250
Conc Bucket 1-1.5 cy
1 CY
---
---
---
9.34
5
---
---
---
---
4.67
5
---
---
0.500
2.000
Pour (Form) Valve Support Pad
1.00 CY
20
58.13
1,146
4.67
5
---
---
---
---
1,150.57
1,151
---
---
19.714
0.051
1.00 EA
20
58.13
1,146
4.67
5
---
---
---
---
1,150.57
1,151
20" Valve Support Pad
---
---
19.714
0.051
1,583
1.00 LS
40
58.12
2,323
---
9
---
549
---
750
---
5,214
Valve Support
1,583
---
---
---
Mopo's
EA
4
Three days each Tie-in. A day to excavate and get prepared, a day to tie-in, and a day to backfill.
Tap Masters
Hot tap Sub
1 LS
---
---
---
---
---
---
---
--- 132,576
---
132,576
---
---
---
---
Manhole Box Rental
1 MO
---
---
---
---
---
---
---
---
---
829.17
829
829
829.17
---
---
24" Hot tap
LS
1
24" Hot tap Excavate/prep
Hydro Air Ex (soft dig)
3 DAY
---
---
---
---
---
---
---
2,950.00
8,850
2,950.00
8,850
---
---
---
---
2
Yard Pipe Crew
1 EA
60
56.93
3,416
---
---
---
---
---
---
3,415.50
3,416
WK1
---
---
30.000
0.033
Bckho 329EL 2.5CY -O
1 EA
30
56.93
1,708
165.45
4,963
---
---
---
---
6,671.11
6,671
OP2
---
---
30.000
0.033
Trc Water-TA 2000 Gal -O
1 EA
30
56.93
1,708
47.18
1,415
---
---
---
---
3,123.11
3,123
OP2
---
---
30.000
0.033
24" Hot Tap Support
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Bckho 329EL 2.5CY -O
1 EA
8
56.93
455
165.45
1,324
---
---
---
---
1,778.96
1,779
OP2
---
---
8.000
0.125
Ldr 950G RT w/GP-4.0cy
1 EA
8
56.93
455
79.46
636
---
---
---
---
1,091.08
1,091
OP2
---
---
8.000
0.125
Trench Compactor 24"-33"-O
1 EA
---
---
---
145.51
1,164
---
---
---
---
1,164.05
1,164
---
---
8.000
0.125
Trc Water-TA 2000 Gal -O
1 EA
8
56.93
455
47.18
377
---
---
---
---
832.83
833
OP2
---
---
8.000
0.125
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 51 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
1.00 LS
160
56.93
9,108
---
9,879
---
---
---
8,850
---
27,837
24" Hot tap
---
---
---
---
20" Hot tap
LS
1
20" Hot tap Excavate/prep
Hydro Air Ex (soft dig)
3 DAY
---
---
---
---
---
---
---
2,950.00
8,850
2,950.00
8,850
---
---
---
---
2
Yard Pipe Crew
1 EA
60
56.93
3,416
---
---
---
---
---
---
3,415.50
3,416
WK1
---
---
30.000
0.033
Bckho 329EL 2.5CY -O
1 EA
30
56.93
1,708
165.45
4,963
---
---
---
---
6,671.11
6,671
OP2
---
---
30.000
0.033
Trc Water-TA 2000 Gal -O
1 EA
30
56.93
1,708
47.18
1,415
---
---
---
---
3,123.11
3,123
OP2
---
---
30.000
0.033
20" Hot Tap Support
2
Yard Pipe Crew
1 EA
16
56.93
911
---
---
---
---
---
---
910.80
911
WK1
---
---
8.000
0.125
Bckho 329EL 2.5CY -O
1 EA
8
56.93
455
165.45
1,324
---
---
---
---
1,778.96
1,779
OP2
---
---
8.000
0.125
Ldr 950G RT w/GP-4.0cy
1 EA
8
56.93
455
79.46
636
---
---
---
---
1,091.08
1,091
OP2
---
---
8.000
0.125
Trench Compactor 24"-33"-O
1 EA
---
---
---
145.51
1,164
---
---
---
---
1,164.05
1,164
---
---
8.000
0.125
Trc Water-TA 2000 Gal -O
1 EA
8
56.93
455
47.18
377
---
---
---
---
832.83
833
OP2
---
---
8.000
0.125
1.00 LS
160
56.93
9,108
---
9,879
---
---
---
8,850
---
27,837
20" Hot tap
---
---
---
---
829
4.00 EA
320
56.93
18,216
4,939.72
19,759
---
--- 37,569.00 150,276 47,270.01 189,080
Mopo's
829
207.29
80.000
0.013
Flushing
LS
1
Temporary Pipe/Fittings
1 LS
---
---
---
---
---
---
---
---
---
---
24,080
24,080
---
---
---
2
Yard Pipe Crew
3 EA
48
56.93
2,732
---
---
---
---
---
---
910.80
2,732
WK1
---
---
8.000
0.125
Bckho 324DL 1.5CY -O
3 EA
24
56.93
1,366
155.91
3,742
---
---
---
---
1,702.66
5,108
OP2
---
---
8.000
0.125
Ldr 950G RT w/GP-4.0cy
3 EA
24
56.93
1,366
79.46
1,907
---
---
---
---
1,091.08
3,273
OP2
---
---
8.000
0.125
Trench Compactor 24"-33"-O
3 EA
---
---
---
145.51
3,492
---
---
---
---
1,164.05
3,492
---
---
8.000
0.125
Trc Water-TA 2000 Gal -O
3 EA
24
56.93
1,366
47.18
1,132
---
---
---
---
832.83
2,498
OP2
---
---
8.000
0.125
Pump 6" Elec Submers -O
24 HR
---
---
---
17.52
420
---
---
---
---
17.52
420
---
---
1.000
1.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 52 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Ironclad Environmental
1 LS
---
---
---
---
---
---
---
---
25,478
---
25,478
---
---
---
---
24,080
1.00 LS
120
56.93
6,831
---
10,694
---
---
---
25,478
---
67,082
Flushing
24,080
---
---
---
1.00 LS
2,099
60.21
126,374
---
122,812
---
83,387
--- 276,230
---
650,628
DIVISION 2 - SITE WORK
41,824
---
---
---
DIVISION 3 - CONCRETE
CY
33
Sub Grade Prep
SF
706
Quantities 706.00
3
Foundation Prep
706 SF
16
46.17
752
---
---
---
---
---
---
1.07
752
LG3
---
---
0.008
130.000
Bckho-Ldr Ct 420C 1.0cy
706 SF
5
56.93
309
70.23
381
---
---
---
---
0.978098
691
OP2
---
---
0.008
130.000
Trench Compactor 24"-33"
706 SF
---
---
---
145.51
790
---
---
---
---
1.12
790
---
---
0.008
130.000
---
706.00 SF
22
48.86
1,061
1.66
1,172
---
---
---
---
3.16
2,233
Sub Grade Prep
---
---
0.031
32.500
Concrete Formwork
SF
282
Fab Formwork
SF
236
Fab SOG & Ftg Forms
236 SF
Fab SOG Forms (Stick Built) 236.00
Fab SOG Forms
236 SF
30
56.93
1,679
---
---
---
---
---
---
7.12
1,679
WK5
---
---
0.125
8.000
Form Ply 3/4"
259.60 SF
---
---
---
---
---
---
---
---
---
1.15
299
299
1.15
---
---
Dimen. Lumber (2x4-2x10)
519.20 BF
---
---
---
---
---
---
---
---
---
0.800000
415
415
0.800000
---
---
Form Hardware
236 SF
---
---
---
---
---
---
---
---
---
0.300000
71
71
0.300000
---
---
Fab SOG & Ftg Forms
236.00 SF
30
56.93
1,679
---
---
---
---
---
---
10.44
2,464
785
3.33
0.125
8.000
236.00 SF
30
56.93
1,679
---
---
---
---
---
---
10.44
2,464
Fab Formwork
3.33
785
0.125
8.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 53 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Erect and Strip Formwork
SF
282
Totals Formwork 282.00 SF
Form Oil
282 SF
---
---
---
---
---
---
---
---
---
0.030000
8
8
0.030000
---
---
Erect and Strip Supplies
282 SF
---
---
---
---
---
---
---
---
---
0.250000
71
71
0.250000
---
---
1. OWRF
282 SF
1. OWRF 282.00
SOGs 1' w/1.75 edge
236 SF
135
56.93
7,677
---
---
---
---
---
---
32.53
7,677
WK5
---
---
0.571
1.750
SOG CJ
46 SF
31
56.93
1,746
---
---
---
---
---
---
37.95
1,746
WK5
---
---
0.667
1.500
1. OWRF
282.00 SF
166
56.93
9,423
---
---
---
---
---
---
33.42
9,423
---
---
0.587
1.704
Loose Formwork
46 SF
Bulkhead Mtls: Misc 46.00
Form Ply 3/4"
46 SF
---
---
---
---
---
---
---
---
---
1.15
53
53
1.15
---
---
Dimen. Lumber (2x4-2x10)
202.40 BF
---
---
---
---
---
---
---
---
---
0.800000
162
162
0.800000
---
---
Loose Formwork
46.00 SF
---
---
---
---
---
---
---
---
---
4.67
215
215
4.67
---
---
282.00 SF
166
56.93
9,423
---
---
---
---
---
---
34.46
9,717
Erect and Strip Formwork
1.04
294
0.587
1.704
1,078
282.00 SF
195
56.93
11,103
---
---
---
---
---
---
43.20
12,181
Concrete Formwork
1,078
3.82
0.692
1.446
03300 Cast In Place Concrete
CY
33
Concrete Materials
CY
35
TOTAL CONCRETE 33.00 Cy
CONC BASE BID 33.00
Conc.4000 Psi
33 CY
---
---
---
---
---
182.00
6,006
---
---
182.00
6,006
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 54 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Conc.4000 Psi Waste 5%
2 CY
---
---
---
---
---
182.00
364
---
---
182.00
364
---
---
---
---
Enviromental Fees
3 LDS
---
---
---
---
---
25.00
75
---
---
25.00
75
---
---
---
---
Fuel Surcharge
3 LDS
---
---
---
---
---
29.00
87
---
---
29.00
87
---
---
---
---
Hot Weather Concrete-Ice 100%
33 CY
---
---
---
---
---
25.00
825
---
---
25.00
825
---
---
---
---
*Nitrocrete @ $5.00/gallon *5 gallons per yard*
Chilled Water
33 CY
---
---
---
---
---
2.00
66
---
---
2.00
66
---
---
---
---
Conc. Placing Supplies
33 CY
---
---
---
---
---
---
---
---
---
3.03
100
100
3.03
---
---
35.00 CY
---
---
---
---
---
212.09
7,423
---
---
214.94
7,523
Concrete Materials
2.86
100
---
---
Concrete Placement
CY
33
Total Concrete CY 33.00 CY
1. OWRF
33 CY
1. OWRF 33.00 CY
SOGs 1' (2 Pours)
33 CY
44
56.93
2,505
---
---
---
---
---
---
75.91
2,505
WK3
---
---
1.333
0.750
1. OWRF
33.00 CY
44
56.93
2,505
---
---
---
---
---
---
75.91
2,505
---
---
1.333
0.750
Pumping
33 CY
Concrete Pump 33.00 CY
Western Concrete Pumping
36 M 120' Boom (Hourly Charge)
10 HR
---
---
---
---
---
---
---
---
---
165.00
1,650
1,650
165.00
---
---
36 M 120' Boom (CY Charge)
33 CY
---
---
---
---
---
---
---
---
---
3.25
107
107
3.25
---
---
Prime/Permit Fee
2 EA
---
---
---
---
---
---
---
---
---
65.00
130
130
65.00
---
---
Travel Charge
2 EA
---
---
---
---
---
---
---
---
---
165.00
330
330
165.00
---
---
Energy Charge (10% of total)
1 EA
---
---
---
---
---
---
---
---
---
523.80
524
524
523.80
---
---
Pumping
33.00 CY
---
---
---
---
---
---
---
---
---
83.06
2,741
2,741
83.06
---
---
33.00 CY
44
56.93
2,505
---
---
---
---
---
---
158.97
5,246
Concrete Placement
83.06
2,741
1.333
0.750
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 55 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
2,841
33.00 CY
44
56.93
2,505
---
---
224.94
7,423
---
---
386.94
12,769
03300 Cast In Place Concrete
2,841
86.09
1.333
0.750
03251 Concrete Joints
CY
33
Concrete Joint Qty 46.00
Joint Prep-Waterblast
SF
46
Vertical CJ Retardant Labor
46 SF
5
56.93
262
---
---
---
---
---
---
5.69
262
WK3
---
---
0.100
10.000
Joint Prep (Waterblast)
46 SF
5
56.93
262
---
---
---
---
---
---
5.69
262
WK3
---
---
0.100
10.000
Waterblast Equip. & STS
1 LS
---
---
---
---
---
---
---
---
---
---
300
300
---
---
---
Vertical CJ + 10% Retardant Purchase
50.60 SF
---
---
---
---
---
---
---
---
---
0.600000
30
30
0.600000
---
---
46.00 SF
9
56.93
524
---
---
---
---
---
---
18.57
854
Joint Prep-Waterblast
7.18
330
0.200
5.000
330
33.00 CY
9
56.93
524
---
---
---
---
---
---
25.88
854
03251 Concrete Joints
330
10.01
0.279
3.587
Conc Finishing
SF
893
Quantities 893.00 SF
Point and Patch Finish
134 SF
3
56.93
191
---
---
---
---
---
---
1.42
191
WK3
---
---
0.025
40.000
Grout Finish
134 SF
9
56.93
509
---
---
---
---
---
---
3.80
509
WK3
---
---
0.067
15.000
Finishing Supplies P&P
134 SF
---
---
---
---
---
---
---
---
---
0.030000
4
4
0.030000
---
---
Finish Supplies Smooth Form
134 SF
---
---
---
---
---
---
---
---
---
0.100000
13
13
0.100000
---
---
Finish Supplies
893 SF
---
---
---
---
---
---
---
---
---
0.050000
45
45
0.050000
---
---
62
893.00 SF
12
56.93
699
---
---
---
---
---
--- 0.852587
761
Conc Finishing
62
0.069507
0.014
72.700
Curing
CY
33
Curing
SF
1,221
Quantities 1,221.00 SF
Curing Labor
1,221 SF
6
56.93
348
---
---
---
---
---
---
0.284650
348
WK3
---
---
0.005
200.000
Curing Supplies
1,221 SF
---
---
---
---
---
---
---
---
---
0.100000
122
122
0.100000
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 56 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
1,221.00 SF
6
56.93
348
---
---
---
---
---
--- 0.384650
470
Curing
0.100000
122
0.005
200.000
122
33.00 CY
6
56.93
348
---
---
---
---
---
---
14.23
470
Curing
122
3.70
0.185
5.405
03200 Conc Reinforcement
LS
1
Rebar Sub: Supply & Install
LS
1
Camblin Steel
03200 Concrete Rebar Sub
1 LS
---
---
---
---
---
---
---
---
6,284
---
6,284
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
6,284
---
6,284
Rebar Sub: Supply & Install
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
6,284
---
6,284
03200 Conc Reinforcement
---
---
---
---
Concrete Equipment
LS
1
Forklift, RT 10,000# Reach
0.50 MO
---
---
---
127.36
11,016
---
---
---
--- 22,032.79
11,016
---
---
1.000
1.000
Comp 185 CFM Diesel
0.50 MO
---
---
---
42.87
3,708
---
---
---
---
7,416.41
3,708
---
---
1.000
1.000
Gen Fldlites 5-10 KW
0.25 MO
---
---
---
6.53
282
---
---
---
---
1,129.22
282
---
---
1.000
1.000
Conc Bucket 1-1.5 cy
0.50 MO
---
---
---
9.34
808
---
---
---
---
1,615.25
808
---
---
1.000
1.000
Steel Skip Box (Concrete W/O)
0.50 MO
---
---
---
0.4335
38
---
---
---
---
75.00
38
---
---
1.000
1.000
---
1.00 LS
---
---
---
---
15,852
---
---
---
---
---
15,852
Concrete Equipment
---
---
---
---
33.00 CY
288
56.32
16,240
515.87
17,024
224.94
7,423
190.43
6,284
1,557.71
51,405
DIVISION 3 - CONCRETE
4,434
134.37
8.737
0.114
DIVISION 9 - FINISHES
LS
1
Painting & Coating
LS
1
A-O Painting
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 57 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Paiting and Coating SUB
1 LS
---
---
---
---
---
---
---
---
12,245
---
12,245
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
12,245
---
12,245
Painting & Coating
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
12,245
---
12,245
DIVISION 9 - FINISHES
---
---
---
---
DIVISION 15 - MECHANICAL
LS
1
Exposed Pipe
LS
1
Purchase Pipe Materials (Exposed)
LS
1
Exposed Pipe Materials
1 LS
Intel Flow Control Structure 1.00 LS 306,295.06
------------------------------------------------------------------------------------------------------------------------------
Total Pipe Material Purchase 306,295.06
Ferguson Waterworks
Purchase Pipe Materials
1 LS
---
---
---
---
---
--- 306,295
---
---
---
306,295
---
---
---
---
Unload & Store Pipe Materials
Forklift, RT 10,000# Reach
16 HR
16
56.93
911
127.36
2,038
---
---
---
---
184.28
2,949
OP2
---
---
1.000
1.000
Pipe Fitter Foreman
16 HR
16
87.71
1,403
---
---
---
---
---
---
87.71
1,403
FM9
---
---
1.000
1.000
Exposed Pipe Crew
64 HR
64
56.55
3,619
---
---
---
---
---
---
56.55
3,619
mx8
---
---
1.000
1.000
Exposed Pipe Materials
1.00 LS
96
61.81
5,934
---
2,038
--- 306,295
---
---
---
314,266
---
---
---
---
Temporary Pipe Materials
1 LS
STS - Installation (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
2,500
2,500
---
---
---
STS - Rigging (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
2,500
2,500
---
---
---
STS - Testing
1 LS
---
---
---
---
---
---
---
---
---
---
1,000
1,000
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 58 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Testing Materials (Exposed)
1 LS
---
---
---
---
---
---
---
---
---
---
5,561
5,561
---
---
---
Temporary Pipe Plugs
1 LS
---
---
---
---
---
---
---
---
---
---
430
430
---
---
---
Cement Mortar Lining Repair
CM Lining Kits
3 EA
---
---
---
---
---
---
---
---
---
250.00
750
750
250.00
---
---
Pipe Fitter Foreman
3 EA
12
87.71
1,052
---
---
---
---
---
---
350.82
1,052
FM9
---
---
4.000
0.250
Exposed Pipe Crew
3 EA
12
56.93
683
---
---
---
---
---
---
227.70
683
WK8
---
---
4.000
0.250
PIPE SUPPORTS GROUTING
Non-Shrink Grout @ 0.3 CF/EA SUPP
Epoxy @ 0.50 Tube/EA SUPP
Pipe Supports Q-ty: 12.00 EA
Non-Shrink Grout
3.60 CF
---
---
---
---
---
---
---
---
---
25.00
90
90
25.00
---
---
Epoxy Bonding Agent (Hilti-RE 500)
12 EA
---
---
---
---
---
---
---
---
---
40.00
480
480
40.00
---
---
STS - Pipe Support Install
1 LS
---
---
---
---
---
---
---
---
---
---
1,200
1,200
---
---
---
STS - $100/Support
*All-Thread, Nuts, Washers included in pipe purchase*
Pipe Supports Unistrut
Epoxy @ 0.25 Tube/EA SUPP
Unistrut Drill & Epoxy 4.00 EA
Epoxy Bonding Agent (Hilti-RE 500)
4 EA
---
---
---
---
---
---
---
---
---
20.00
80
80
20.00
---
---
STS - Unistrut Install
1 LS
---
---
---
---
---
---
---
---
---
---
500
500
---
---
---
STS - $100/Support
*All-Thread, Nuts, Washers included in pipe purchase*
Temporary Pipe Materials
1.00 LS
24
72.32
1,736
---
---
---
---
---
---
---
16,827
15,091
---
---
---
1.00 LS
120
63.91
7,669
---
2,038
--- 306,295
---
---
--- 331,093
Purchase Pipe Materials (Exposed)
---
15,091
---
---
Install Piping (Exposed)
LS
1
Direct Manhours
1 LS
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 59 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Intel Flow Control Structure 440.00 HR
------------------------------------------------------------------------------------------------------------------------------
Total Direct Manhours 440.00 HR
Pipe Fitter Foreman
88 HR
88
87.71
7,718
---
---
---
---
---
---
87.71
7,718
FM9
---
---
1.000
1.000
Exposed Pipe Crew
440 HR
440
56.93
25,047
---
---
---
---
---
---
56.93
25,047
WK8
---
---
1.000
1.000
Direct Manhours
1.00 LS
528
62.06
32,765
---
---
---
---
---
---
---
32,765
---
---
---
---
Adjustments
1 LS
Intel Flow Control Structure 160.00 HR
------------------------------------------------------------------------------------------------------------------------------
Total Adjusted Manhours 160.00 HR
Pipe Fitter Foreman
32 HR
32
87.71
2,807
---
---
---
---
---
---
87.71
2,807
FM9
---
---
1.000
1.000
Exposed Pipe Crew
160 HR
160
56.93
9,108
---
---
---
---
---
---
56.93
9,108
WK8
---
---
1.000
1.000
Adjustments
1.00 LS
192
62.06
11,915
---
---
---
---
---
---
---
11,915
---
---
---
---
Pipe Testing
1 LS
Intel Flow Control Structure 1.00 EA
------------------------------------------------------------------------------------------------------------------------------
Total System Test 1.00 EA
- Full System Test
Pipe Fitter Foreman
1 EA
8
87.71
702
---
---
---
---
---
---
701.64
702
FM9
---
---
8.000
0.125
Exposed Pipe Crew
1 EA
32
56.55
1,810
---
---
---
---
---
---
1,809.72
1,810
MX8
---
---
32.000
0.031
Comp 185 CFM Diesel
1 EA
---
---
---
42.87
343
---
---
---
---
342.96
343
---
---
8.000
0.125
Pipe Testing
1.00 LS
40
62.78
2,511
---
343
---
---
---
---
---
2,854
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 60 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OWRF
1.00
LS
OWRF ON SITE IMPROVEMENTS
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Forklift, RT 10,000# Reach
1 LS
Intel Flow Control Structure 144.00 HR
------------------------------------------------------------------------------------------------------------------------------------
Total Forklift Hours 144.00 HR
Forklift, RT 10,000# Reach
144 HR
144
56.93
8,197
127.36
18,339
---
---
---
---
184.28
26,537
OP2
---
---
1.000
1.000
Forklift, RT 10,000# Reach
1.00 LS
144
56.93
8,197
---
18,339
---
---
---
---
---
26,537
---
---
---
---
1.00 LS
904
61.27
55,388
---
18,682
---
---
---
---
---
74,071
Install Piping (Exposed)
---
---
---
---
15,091
1.00 LS
1,024
61.58
63,057
---
20,720
--- 306,295
---
---
---
405,163
Exposed Pipe
15,091
---
---
---
1.00 LS
1,024
61.58
63,057
---
20,720
--- 306,295
---
---
---
405,163
DIVISION 15 - MECHANICAL
15,091
---
---
---
DIV 16/17 - ELECTRICAL AND I&C
LS
1
Electrical Supply & Install (OWRF)
LS
1
Ludvik Electric
Electrical Supply & Install
1 LS
---
---
---
---
---
---
---
--- 275,190
---
275,190
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 275,190
---
275,190
Electrical Supply & Install (OWRF)
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 275,190
---
275,190
DIV 16/17 - ELECTRICAL AND I&C
---
---
---
---
5,689
67.96 386,603
OWRF ON SITE IMPROVEMENTS
1.00 LS
339,949
583,800
--- 1,790,780
---
---
--- 397,105
83,324
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OWRF
1.00
OWRF ON SITE IMPROVEMENTS
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 61 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Construction Manager at Risk (CMAR) Services
The PCL GMP for the RW Conveyance Improvements Project is based in whole, on the following:
Standard Equipment Watch, 2023 Blue Book equipment rates, have been utilized in the development of this price model.
Billable hourly rates are estimates of projected market conditions at the time the work will be performed and may not reflect PCL's actual labor
price.
Mobilization and Demobilization
LS
1
Mobilization and Demobilization 1.00 LS
AWRF & OWRF
2
Load at Yard/Unload at Job Site
(Mobilization)
40 HR
80
56.93
4,554
---
---
---
---
---
---
113.86
4,554
WK3
---
---
1.000
1.000
Equipment & Material Freight (Mobilization)
1 EA
---
---
---
---
---
---
---
---
--- 10,000.00
10,000
10,000
10,000.00
---
---
2
Load at Job site/Unload at Yard
(Demobilization)
40 HR
80
56.93
4,554
---
---
---
---
---
---
113.86
4,554
WK3
---
---
1.000
1.000
Equipment & Material Freight
(Demobilization)
1 EA
---
---
---
---
---
---
---
---
--- 10,000.00
10,000
10,000
10,000.00
---
---
1.00 LS
160
56.93
9,109
---
---
---
---
---
---
---
29,109
Mobilization and Demobilization
20,000
---
---
---
Temporary Construction Facilites
LS
1
FOR OWRF & AWRF
Temporary Construction Facilities
LS
1
Assume construction water supply shall be pulled from existing fire hydrants located adjacent to operations; materials set-up
shall consist of hoses, valves, appurtenances and traffic ramps as applicable.
Water Source Development 1.00 LS
2
Set Up Construction Water; Labor
16 HR
32
56.93
1,822
---
---
---
---
---
---
113.86
1,822
WK5
---
---
1.000
1.000
2
Set Up Construction Water; Materials
1 EA
---
---
---
---
---
---
---
---
--- 10,000.00
10,000
10,000
5,000.00
---
---
Hydrant Connection Deposit and Install
1 LS
---
---
---
---
---
---
---
---
---
---
2,000
2,000
---
---
---
BFP and Hoses
1 LS
---
---
---
---
---
---
---
---
---
---
4,000
4,000
---
---
---
Potable Water; Contr. Field Office 1.00 LS
2
Set Up Potable Water; Labor
24 HR
48
56.93
2,733
---
---
---
---
---
---
113.86
2,733
WK5
---
---
1.000
1.000
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 62 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Set Up Potable Water; Materials
2 EA
---
---
---
---
---
---
---
---
---
3,000.00
6,000
6,000
3,000.00
---
---
Temporary Sanitary and First Aid
Facilities
LS
1
For OWRF/AWRF Sites
*6 MO OWRF + 12 MO AWRF = 18 MO
Site Services; Constr. Operations 1.00 LS
2
Portable Toilets
18 MO
---
---
---
---
---
---
---
---
---
80.00
1,440
1,440
40.00
---
---
2
Handwash Station (dual)
18 MO
---
---
---
---
---
---
---
---
---
80.00
1,440
1,440
40.00
---
---
4
Two Times/Week Service
18 MO
---
---
---
---
---
---
---
---
---
1,600.00
28,800
28,800
400.00
---
---
4
Contamination Tray
18 MO
---
---
---
---
---
---
---
---
---
80.00
1,440
1,440
20.00
---
---
4
Fuel Surcharage
18 MO
---
---
---
---
---
---
---
---
---
18.00
324
324
4.50
---
---
1.00 LS
---
---
---
---
---
---
---
---
---
---
33,444
Temporary Sanitary and First Aid Facil
---
33,444
---
---
55,444
1.00 LS
80
56.93
4,554
---
---
---
---
---
---
---
59,998
Temporary Construction Facilities
55,444
---
---
---
Temporary Sanitary
LS
1
For AWRF Office Trailer(s)
Site Services; Constr. Operations 1.00 LS
Sewage Holding Tank w/ Routine Service
12 MO
---
---
---
---
---
---
---
---
---
400.00
4,800
4,800
400.00
---
---
Two Times/Week Service
12 MO
---
---
---
---
---
---
---
---
---
400.00
4,800
4,800
400.00
---
---
Fuel Surcharage
12 MO
---
---
---
---
---
---
---
---
---
4.50
54
54
4.50
---
---
9,654
1.00 LS
---
---
---
---
---
---
---
---
---
---
9,654
Temporary Sanitary
9,654
---
---
---
1.00 LS
80
56.93
4,554
---
---
---
---
---
---
---
69,652
Temporary Construction Facilites
65,098
---
---
---
Dismantle and Restore Site
LS
1
AWRF & OWRF
Cleanup 1.00 LS
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 63 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
2
Site Cleanup Allowance
1 EA
---
---
---
---
---
---
---
---
--- 15,000.00
15,000
15,000
7,500.00
---
---
Site Restoration
2
Grade Checker
40 HR
80
87.71
7,016
---
---
---
---
---
---
175.41
7,016
FM1
---
---
1.000
1.000
2
Bckho-Ldr Ct 450 E-Stick BH/L 1.5cy -O
40 HR
80
56.93
4,554
120.85
9,668
---
---
---
---
355.55
14,222
OP2
---
---
1.000
1.000
1.00 LS
160
72.32
11,570
---
9,668
---
---
---
---
---
36,238
Dismantle and Restore Site
15,000
---
---
---
Contractor's Field Office, Sheds and
Supplies
LS
1
Field Offices (Onsite) 1.00 LS
Main Office Set up @ AWRF
Trailr Office 12'x60' - PCL
12 MO
---
---
---
7.94
16,489
---
---
---
---
1,374.11
16,489
---
---
1.000
1.000
Set Up and Delivery; Field Offices
1 LS
---
---
---
---
---
---
---
---
---
---
1,995
1,995
---
---
---
Removal Price
1 LS
---
---
---
---
---
---
---
---
---
---
1,215
1,215
---
---
---
Trailr Office 12'x60' - Wilson
13 MO
---
---
---
7.94
17,863
---
---
---
---
1,374.11
17,863
---
---
1.000
1.000
Set Up and Delivery; Field Offices
1 LS
---
---
---
---
---
---
---
---
---
---
1,995
1,995
---
---
---
Removal Price
1 LS
---
---
---
---
---
---
---
---
---
---
1,215
1,215
---
---
---
2
Set Up Office-Labor
40 HR
80
56.93
4,554
---
---
---
---
---
---
113.86
4,554
WK5
---
---
1.000
1.000
Set Up Office-Material
2 EA
---
---
---
---
---
---
---
---
---
3,500.00
7,000
7,000
3,500.00
---
---
PCL - Onsite Office Furniture
1 EA
---
---
---
---
---
---
---
---
---
7,500.00
7,500
7,500
7,500.00
---
---
Engineer Office Material/Furniture
1 EA
---
---
---
---
---
---
---
---
--- 15,000.00
15,000
15,000
15,000.00
---
---
Copier, Rental and Monthly Service
12 MO
---
---
---
---
---
---
---
---
---
800.00
9,600
9,600
800.00
---
---
Engineer Trailer Copier
Copier, Rental and Monthly Service
13 MO
---
---
---
---
---
---
---
---
---
800.00
10,400
10,400
800.00
---
---
Internet Connection - OWRF
6 MO
---
---
---
---
---
---
---
---
---
650.00
3,900
3,900
650.00
---
---
Internet Connection - AWRF
13 MO
---
---
---
---
---
---
---
---
---
650.00
8,450
8,450
650.00
---
---
Electric bills (2 - Office Trls @ AWRF)
13 MO
---
---
---
---
---
---
---
---
---
1,000.00
13,000
13,000
1,000.00
---
---
Monthly Water Bill
13 MO
---
---
---
---
---
---
---
---
---
100.00
1,300
1,300
100.00
---
---
AWRF/OWRF PCL Office Supplies
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 64 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Onsite Office Supplies
18 MO
---
---
---
---
---
---
---
---
---
500.00
9,000
9,000
500.00
---
---
Engineer Office Supplies
Onsite Office Supplies
13 MO
---
---
---
---
---
---
---
---
---
500.00
6,500
6,500
500.00
---
---
Eng. Supplies,Blueprints
12 MO
---
---
---
---
---
---
---
---
---
50.00
600
600
50.00
---
---
Janitor, Monthly Cleaning Service
12 MO
---
---
---
---
---
---
---
---
---
300.00
3,600
3,600
300.00
---
---
Engineer Trailer Cleaning
Janitor, Monthly Cleaning Service
13 MO
---
---
---
---
---
---
---
---
---
300.00
3,900
3,900
300.00
---
---
Handheld Site Radio
58 MO
---
---
---
0.3925
3,938
---
---
---
---
67.90
3,938
---
---
1.000
1.000
OWRF Site
20' Office Combo Unit
6 MO
---
---
---
1.99
2,070
---
---
---
---
345.00
2,070
---
---
1.000
1.000
Delivery/Pickup
2 EA
---
---
---
---
---
---
---
---
---
129.00
258
258
129.00
---
---
Gen Set 20 KW Diesel
6 MO
---
---
---
17.17
17,826
---
---
---
---
2,970.97
17,826
---
---
1.000
1.000
Freight In/Out
2 EA
---
---
---
---
---
---
---
---
---
50.00
100
100
50.00
---
---
Project Engineering Documentation 1.00 LS
Construction Progress Photographs
12 MO
---
---
---
---
---
---
---
---
---
50.00
600
600
50.00
---
---
Tool Connex/Trade Shack (Onsite) 1.00 LS
OWRF
2
Onsite Tool Connex; 8'x40'
6 MO
---
---
---
1.76
3,650
---
---
---
---
608.25
3,650
---
---
1.000
1.000
2
Set Up Connex-Labor
32 HR
64
56.93
3,644
---
---
---
---
---
---
113.86
3,644
WK5
---
---
1.000
1.000
Set Up Connex-Material
2 EA
---
---
---
---
---
---
---
---
---
1,000.00
2,000
2,000
1,000.00
---
---
Water Coolers
4 EA
---
---
---
---
---
---
---
---
---
50.00
200
200
50.00
---
---
Drinking Water & Ice
6 MO
---
---
---
---
---
---
---
---
---
400.00
2,400
2,400
400.00
---
---
AWRF
2
Onsite Tool Connex; 8'x40'
12 MO
---
---
---
1.76
7,299
---
---
---
---
608.25
7,299
---
---
1.000
1.000
2
Set Up Connex-Labor
32 HR
64
56.93
3,644
---
---
---
---
---
---
113.86
3,644
WK5
---
---
1.000
1.000
Set Up Connex-Material
2 EA
---
---
---
---
---
---
---
---
---
1,000.00
2,000
2,000
1,000.00
---
---
Water Coolers
4 EA
---
---
---
---
---
---
---
---
---
50.00
200
200
50.00
---
---
Drinking Water & Ice
12 MO
---
---
---
---
---
---
---
---
---
400.00
4,800
4,800
400.00
---
---
Safety Equipment
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 65 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
AWRF 12 + OWRF 6 = 18 MO
Air Monitors
18 MO
---
---
---
0.9709
3,023
---
---
---
---
167.97
3,023
---
---
1.000
1.000
Rescue Tripod w/yo yo
18 MO
---
---
---
0.9709
3,023
---
---
---
---
167.97
3,023
---
---
1.000
1.000
Yo Yo Winch
18 MO
---
---
---
0.9709
3,023
---
---
---
---
167.97
3,023
---
---
1.000
1.000
F.A. & Safety Supplies
27,085 MH
---
---
---
---
---
---
---
---
---
0.120000
3,250
3,250
0.120000
---
---
Fire Protection
27,085 MH
---
---
---
---
---
---
---
---
---
0.070000
1,896
1,896
0.070000
---
---
1.00 LS
208
56.93
11,841
---
78,206
---
---
---
---
---
213,921
Contractor's Field Office, Sheds an
123,874
---
---
---
Project Staff, Field Management
LS
1
Project Management
Construction Manager
2 MO
347
143.41
49,715
5.78
2,000
---
---
---
--- 25,857.71
51,715
ST4
---
---
1.000
1.000
*Proj Mgr
14 MO
2,427
133.85 324,809
5.78
14,000
---
---
---
--- 24,200.65
338,809
ST1
---
---
1.000
1.000
*General Supt.
12 MO
2,080
130.02 270,441
42.07
87,327
---
---
---
--- 29,814.03
357,768
ST3
---
---
1.000
1.000
Project Engineer
13 MO
2,253
93.53 210,754
5.78
13,000
---
---
---
--- 17,211.85
223,754
EN1
---
---
1.000
1.000
Field Engineer
12 MO
2,080
79.81 166,005
---
---
---
---
---
--- 13,833.72
166,005
EN2
---
---
1.000
1.000
Accountant (1 week/month)
12 WK
480
45.50
21,840
---
---
---
---
---
---
1,820.00
21,840
OF2
---
---
1.000
1.000
Scheduler (8 hrs/month)
96 HR
---
---
---
---
---
---
---
---
---
150.00
14,400
14,400
150.00
---
---
Safety Coordinator
3.50 MO
607
93.53
56,741
42.07
25,470
---
---
---
--- 23,489.10
82,212
EN1
---
---
1.000
1.000
Safety Assessment TB 0.01
Cellular Billing; Field Mgmt.
54 MO
---
---
---
---
---
---
---
---
---
150.00
8,100
8,100
150.00
---
---
Computer Equipment, Field Mgmt.
54 MO
---
---
---
---
---
---
---
---
---
250.00
13,500
13,500
250.00
---
---
Start-Up and Operational Testing 2.00 MO
Start-Up and Commissioning Mgr.
2 MO
347
133.85
46,401
5.78
2,000
---
---
---
--- 24,200.65
48,401
ST1
---
---
1.000
1.000
Cellular Billings; Start-up Mgr.
2 MO
---
---
---
---
---
---
---
---
---
150.00
300
300
150.00
---
---
Computer Equipment; Start-up Mgr.
2 MO
---
---
---
---
---
---
---
---
---
250.00
500
500
250.00
---
---
PCL Provide Services
Pipe modeling
1 LS
---
---
---
---
---
---
---
---
---
---
25,000
25,000
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 66 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE 2
1.00
LS
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
1.00 LS
10,620
107.98
1,146,707
---
143,797
---
---
---
---
--- 1,352,305
Project Staff, Field Management
61,800
---
---
---
11,228
105.43 1,183,783
GENERAL CONDITIONS (EXCLUDING
1.00 LS
231,671
---
--- 1,701,226
---
---
---
---
285,772
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE 2
1.00
GENERAL CONDITIONS (EXCLUDING BONDS AND INSURANCE)
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 67 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE.8
1.00
LS
PROJECT BONDING
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
US CONTRACT BOND Class B
%
100
US CONTRACT BOND Class B
8,223,791 DC
---
---
---
---
---
---
---
---
---
0.008000
65,790
65,790
0.008000
---
---
100.00 %
---
---
---
---
---
---
---
---
---
657.90
65,790
US CONTRACT BOND Class B
65,790
657.90
---
---
SUBCONTRACT BOND
%
100
Sub-Contract SDI (Less Ludvik)
819,736 EA
---
---
---
---
---
---
---
---
---
0.013250
10,862
10,862
0.013250
---
---
Ludvik Electric Bond @ 1%
1,609,660 EA
---
---
---
---
---
---
---
---
---
0.010000
16,097
16,097
0.010000
---
---
Material SDI
1,557,315 MC
---
---
---
---
---
---
---
---
---
0.013250
20,634
20,634
0.013250
---
---
100.00 %
---
---
---
---
---
---
---
---
---
475.93
47,593
SUBCONTRACT BOND
47,593
475.93
---
---
---
---
---
PROJECT BONDING
1.00 LS
---
---
---
113,383
---
---
---
---
113,383
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE.8
1.00
PROJECT BONDING
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 68 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
GE.9
1.00
LS
PROJECT INSURANCE
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
General Liability
%
100
Gen Liab-USA
8,223,791 DC
---
---
---
---
---
---
---
---
---
0.010000
82,238
82,238
0.010000
---
---
100.00 %
---
---
---
---
---
---
---
---
---
822.38
82,238
General Liability
82,238
822.38
---
---
Builders Risk Insurance
%
100
Builders Risk
8,223,791 DC
---
---
---
---
---
---
---
---
---
0.004000
32,895
32,895
0.004000
---
---
100.00 %
---
---
---
---
---
---
---
---
---
328.95
32,895
Builders Risk Insurance
32,895
328.95
---
---
---
---
---
PROJECT INSURANCE
1.00 LS
---
---
---
115,133
---
---
---
---
115,133
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
GE.9
1.00
PROJECT INSURANCE
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 69 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
PRJ TAX
1.00
LS
PROJECT TAXES
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
TAXES
%
100
Arizona Gross Receipts Tax
9,048,532 TB
---
---
---
---
---
---
---
---
---
0.048250
436,592
436,592
0.048250
---
---
Total Tax Credits
1,400,964 EA
---
---
---
---
---
---
---
---
--- -0.048250
-67,597
-67,597
-0.048250
---
---
AWRF:
Yard Pipe Supply (AWRF) 1.00 LS 788,076.37
Exposed Pipe Supply (AWRF) 1.00 LS 257,008.90
AWRF Total 1.00 LS 1,045,085.27
Materials Less than 4" 1.00 LS -19,282.00
AWRF Total Tax Credit 1.00 LS 1,025,803.27
OWRF:
Yard Pipe Supply (OWRF) 1.00 LS 73,427.82
Exposed Pipe Supply (OWRF) 1.00 LS 306,295.06
OWRF Total 1.00 LS 379,722.88
Materials Less than 4" 1.00 LS -4,562.07
OWRF Total Tax Credit 1.00 LS 375,160.81
Total Pipe Package Tax Credit 1.00 LS 1,400,964.08
100.00 %
---
---
---
---
---
---
---
---
---
3,689.95
368,995
TAXES
368,995
3,689.95
---
---
---
---
---
PROJECT TAXES
1.00 LS
---
---
---
368,995
---
---
---
---
368,995
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
PRJ TAX
1.00
PROJECT TAXES
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 70 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
CC
1.00
LS
CONSTRUCTION CONTINGENCY
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Construction Contingency
LS
1
Contractor's Contingency
LS
1
unexpected prices due to scope gaps between trade subcontractors, contract default by trade subcontractors,
price overruns not covered by allowances,prices of corrective work not provided for elsewhere, and
implementation of any recovery plan.
Contractor's Contingency
1 LS
---
---
---
---
---
---
---
---
---
---
200,000
200,000
---
---
---
200,000
1.00 LS
---
---
---
---
---
---
---
---
---
---
200,000
Contractor's Contingency
200,000
---
---
---
Design Contingency
LS
1
Potential modified scope(s) from 90% to 100% design and modifications during the submittal review
process as related to the items in this GMP.
Design Contingency
1 LS
---
---
---
---
---
---
---
---
---
---
100,000
100,000
---
---
---
100,000
1.00 LS
---
---
---
---
---
---
---
---
---
---
100,000
Design Contingency
100,000
---
---
---
Escalation Contingency
LS
1
Material Escalation (7%)
1,557,315 MC
---
---
---
---
---
---
---
---
---
0.070000
109,012
109,012
0.070000
---
---
Subcontractor (5%) (Less Ludvik Elect)
819,736 EA
---
---
---
---
---
---
--- 0.050000
40,987
0.050000
40,987
---
---
---
---
109,012
1.00 LS
---
---
---
---
---
---
---
---
40,987
---
149,999
Escalation Contingency
109,012
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
40,987
---
449,999
Construction Contingency
409,012
---
---
---
---
---
---
CONSTRUCTION CONTINGENCY
1.00 LS
---
40,987
---
449,999
---
---
---
---
409,012
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
CC
1.00
CONSTRUCTION CONTINGENCY
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 71 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
UTL A
1.00
LS
UNFORESEEN UTILITY ALLOWANCE
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
UNFORESEEN UTILITY ALLOWANCE
1 LS
---
---
---
---
---
---
---
---
---
---
100,000
100,000
---
---
---
---
---
---
UNFORESEEN UTILITY ALLOWANCE
1.00 LS
---
---
---
100,000
---
---
---
---
100,000
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
UTL A
1.00
UNFORESEEN UTILITY ALLOWANCE
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 72 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
TP A
1.00
LS
TEMPORARY POWER ALLOWANCE
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
AWRF
Temporary Power Allowance
LS
1
Office Trailer Power Connection(s)
LS
1
Conduit/Wire Feed Supply & Install to Site Office Trailers at AWRF
Office Trailer Temp Power
1 LS
---
---
---
---
---
---
---
---
10,000
---
10,000
P
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
10,000
---
10,000
Office Trailer Power Connection(s)
---
---
---
---
MOPO Temporary Power (AWRF)
LS
1
Stand-by Generators to back up 4-1500 KVA Transformers &
2-500KVA transformers
Stand-By Generators and Labor/Material
1 LS
---
---
---
---
---
---
---
--- 242,607
---
242,607
P
---
---
---
---
1-Day of Fuel
1 LS
---
---
---
---
---
---
---
---
21,000
---
21,000
P
---
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 263,607
---
263,607
MOPO Temporary Power (AWRF)
---
---
---
---
1.00 LS
---
---
---
---
---
---
---
--- 273,607
---
273,607
Temporary Power Allowance
---
---
---
---
---
---
---
TEMPORARY POWER ALLOWANCE
1.00 LS
---
273,607
---
273,607
---
---
---
---
---
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
TP A
1.00
TEMPORARY POWER ALLOWANCE
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 73 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
OA
1.00
LS
OWNER'S ALLOWANCE
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
OWNERS ALLOWANCE
1 LS
---
---
---
---
---
---
---
---
---
---
700,000
700,000
---
---
---
---
---
---
OWNER'S ALLOWANCE
1.00 LS
---
---
---
700,000
---
---
---
---
700,000
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
OA
1.00
OWNER'S ALLOWANCE
STANDARD-LANDSCAPE-MASTER.RPT
U01
Detail Page 74 of 74
GMP 2 REVISED
BE Number
Civil Infrastructure
PCL Construction, Inc.
Proprietary and Confidential
54.501.MAJ.23.120036
Chandler, AZ, USA
WW2206.401
Opportunity No
Location
Project
Owner File No
Chandler Reclaimed Water Conveyance (CMAR) (GMP 2 –
Oct 24, 2023
12:14:55 PM
Tony Spera
Item Analysis Sheet
IA
1.00
LS
INTEL PROPERTY ACCESS ALLOWANCE
No.
Description
Labor
Equipment
Perm. Material
SubContract
Total Price
Hours
$ / hr
Total
Total
Total
Total
Total
$ / hr
$/ItemUnit
$/ItemUnit
Unit
UOM
Quantity
Services/
Tools/Supplies
$/ItemUnit
Total
Units Per
Hours
ManHrs
Per Unit
Intel Property Access Allowance
LS
1
Backround Check/Screening
LS
1
Subcontractor - Tap Masters
PCL Staff & Pipe Crew
@85.00 each
Backround Check/Screening
1 LS
---
---
---
---
---
---
---
---
---
---
1,275
P
1,275
---
---
---
1,275
1.00 LS
---
---
---
---
---
---
---
---
---
---
1,275
Backround Check/Screening
1,275
---
---
---
Safety/Orienation Courses
LS
1
Subcontractor - Tap Masters
PCL Staff & Pipe Crew
est.2 days of Saftey/Orientation @ 8hrs/day per individual
Safety/Orienation Courses
1 LS
---
---
---
---
---
---
---
---
---
---
23,000
P
23,000
---
---
---
23,000
1.00 LS
---
---
---
---
---
---
---
---
---
---
23,000
Safety/Orienation Courses
23,000
---
---
---
Registration Requirements
LS
1
est. $900/Year per company per Intel
PCL/Tap Masters
Registration Fee
1 LS
---
---
---
---
---
---
---
---
---
---
1,800
P
1,800
---
---
---
1,800
1.00 LS
---
---
---
---
---
---
---
---
---
---
1,800
Registration Requirements
1,800
---
---
---
1.00 LS
---
---
---
---
---
---
---
---
---
---
26,075
Intel Property Access Allowance
26,075
---
---
---
---
---
---
INTEL PROPERTY ACCESS ALLOWANC
1.00 LS
---
---
---
26,075
---
---
---
---
26,075
---
---
---
C:\Users\aspera\AppData\Local\BEST\LocalFiles\ed65cceb-e03f-47eb-a769-25fed3b1c1af\
IA
1.00
INTEL PROPERTY ACCESS ALLOWANCE
STANDARD-LANDSCAPE-MASTER.RPT
U01
Reclaimed Water Conveyance Improvements
GMP 2
Project No. WW2206.401
Supplier/Subcontractor Matrix
Summary
PCL CONSTRUCTION, INC.
1711 West Greentree Drive, Suite 201, Tempe, Arizona 85284
Telephone (480)829-6333 | Facsimile (480)829-8252
PCL CONSTRUCTION, INC.
GMP 2
Reclaimed Water Conveyance Improvements
Project No. WW2206.401
Construction Manager at Risk Services
Chandler, Arizona
Subcontractor/Supplier Selection Summary
Price Description
Subcontractor/Supplier No.1
Subcontractor/Supplier No.2
Subcontractor/Supplier No.3
Quality Control
Ninyo and Moore
Ramm
SAECO
AWRF
$21,744.00
$17,892.00
$21,311.00
OWRF
$5,840.00
$4,650.00
$5,955.00
Bid Total
$27,584.00
$22,542.00
$27,266.00
Survey
Consor
Lemme
Hansen Engineering and Surveying
AWRF
$28,560.00
$14,000.00
OWRF
$14,960.00
$9,200.00
Bid Total
$43,520.00
$23,200.00
DECLINED TO BID
Site Work
Site Prep, Earthwork, Excavation, and Backfill (Self Perform)
PCL Construction, Inc.
Landscape
AAA Landscaping
Gothic Landscaping AZ
Brightview Landscape
AWRF
$133,325.00
OWRF
$78,975.00
Bid Total
$212,300.00
DECLINED TO BID
DECLINED TO BID
Asphalt/Flatwork/Curb&Gutter
Gonzalez Asphalt
Cactus Asphalt
ABC Asphalt
AWRF
$154,575.00
$124,092.00
OWRF
$7,240.00
$40,783.00
Bid Total
$161,815.00
$164,875.00
NON RESPONSIVE
Concrete F/P/S (Self Perform)
PCL Construction, Inc.
Concrete Supply
Cemex
Cal Portland
AWRF
$24,676.00
$26,092.00
OWRF
$7,423.00
$7,752.00
Bid Total
$32,099.00
$33,844.00
Rebar Supply & Install
Harris Rebar
CMC
Camblin Steel
AWRF
$20,993.00
$22,903.00
$20,855.80
OWRF
$6,326.00
$6,800.00
$6,284.24
Bid Total
$27,319.00
$29,703.00
$27,140.04
Metals (Fence Remove/Replace)
Liberty Fence
Adam's Fence
Biddle & Brown Fence Company
AWRF
$3,500.00
$5,446.00
OWRF
$1,500.00
$4,730.00
Bid Total
$5,000.00
NON RESPONSIVE
$10,176.00
Painting & Coatings
AO Painting
Revolution Industrial
Riley Industrial
AWRF
$17,245.00
$21,140.29
$21,837.00
OWRF
$12,245.00
$9,051.24
$12,458.00
Bid Total
$29,490.00
$30,191.53
$34,295.00
Vertical Turbine Pump Install (Self Perform)
PCL Construction, Inc.
Pipe & Fittings, Valves, Pipe Supports & Appurtenances Supply
Ferguson Waterworks
Fortiline Waterworks
Core and Main
AWRF
$1,045,085.27
$1,069,659.57
$1,105,390.38
OWRF
$379,722.88
$395,187.79
$397,293.08
Bid Total
$1,424,808.15
$1,464,847.36
$1,502,683.46
Buried & Exposed Mechanical Install (Self Perform)
PCL Construction, Inc.
Electrical and I&C (Detailed, Open-book pricing - Qualification Base Selected)
Ludvik Electric
AWRF
$1,334,470.00
OWRF
$275,190.00
Bid Total
$1,609,660.00
Designates Selected Subcontractor / Supplier
SELECTION BY QUALIFICATION AND COMPETITIVE BID
Reclaimed Water Conveyance Improvements
GMP 2
Project No. WW2206.401
Selected
Supplier/Subcontractor Matrix
PCL CONSTRUCTION, INC.
1711 West Greentree Drive, Suite 201, Tempe, Arizona 85284
Telephone (480)829-6333 | Facsimile (480)829-8252
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Quality Control Sub
Ninyo and Moore
Ramm
SAECO
AWRF QC
$21,744.00
$17,892
$21,311.00
OWRF QC
$5,840.00
$4,650
$5,955.00
Total Price
$27,584.00
$22,542.00
$27,266.00
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Quality Control
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Survey Sub
Consor
Lemme
Hansen Engineering and Surveying
AWRF
$28,560.00
$14,000.00
OWRF
$14,960.00
$9,200.00
Total Price
$43,520.00
$23,200.00
DECLINED TO BID
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Survey
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Landscape Sub
AAA Landscaping
Gothic Landscaping AZ
Brightview Lanscape
AWRF
$133,325.00
OWRF
$78,975.00
Total Price
$212,300.00
DECLINED TO BID
DECLINED TO BID
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Landscape
Mobilization
90 Day Maint
Period
$6,000
$4,500
Mobilization
90 Day Maint
Period
$4,000
$3,000
August 24, 2023
PCL
Attn:
Zacher
Re:
Chandler AWRF & OWRF Conveyance Improvements Rip Rap, DG Landscape & Irrigation Repair Proposal
We hereby submit the Rip Rap, DG Landscape & Irrigation Repair Proposal for Chandler AWRF & OWRF
Conveyance Improvements as per the PDF doc A, B, C and the Grading & Drainage Site Plan 1 provided. This
proposal is to be included as an exhibit in any contract.
Our proposal includes the following items:
AWRF Area
Landscape and Irrigation
Quantity
Unit
Description
Unit Price
Total Price
2
each
New 60" Box Trees
9,200.00
$
18,400.00
$
25
each
New 24" Box Shrubs
425.00
$
10,625.00
$
5000
sqft
All New D 50=6" Rip Rap @ 12" Depth
8.00
$
40,000.00
$
Includes 8oz fabric under all Rip Rap Areas
32000
sqft
New 3/4" Screened Gold DG @ 2" Depth
1.40
$
44,800.00
$
1
lsum
Irrigation System Repairs Allowance
9,000.00
$
9,000.00
$
1
lsum
Mobilization
6,000.00
$
6,000.00
$
1
lsum
90 Day Maintenance Period
4,500.00
$
4,500.00
$
Sub Total:
133,325.00
$
OWRF Area
Landscape and Irrigation
Quantity
Unit
Description
Unit Price
Total Price
2
each
New 60" Box Trees
9,200.00
$
18,400.00
$
15
each
New 24" Box Shrubs
425.00
$
6,375.00
$
2000
sqft
All New D 50=6" Rip Rap @ 12" Depth
8.00
$
16,000.00
$
Includes 8oz fabric under all Rip Rap Areas
18000
sqft
New 3/4" Screened Gold DG @ 2" Depth
1.40
$
25,200.00
$
1
lsum
Irrigation System Repairs Allowance
6,000.00
$
6,000.00
$
1
lsum
Mobilization
4,000.00
$
4,000.00
$
1
lsum
90 Day Maintenance Period
3,000.00
$
3,000.00
$
Sub Total:
78,975.00
$
Bid Breakdown
Total Price
AWRF Area
133,325.00
$
OWRF Area
78,975.00
$
Total Lsum:
212,300.00
$
CLARIFICATIONS:
•
This Proposal MUST be made an exhibit in any contract awarded to AAA LANDSCAPE.
•
This proposal is based upon completing the Project in 50 working days.
•
This proposal is a lump sum bid. Unit costs and quantities are provided for reference only.
•
All grades are to be received within +/- 1/10th of subgrade.
•
This bid is based upon using a 50 Ton Crane with access within 25' (twenty-five feet).
•
Bid is based upon Developer/General Contractor providing electrical power and water to the site.
If water and power to the 100 amp electric pedestal and controller are not installed prior to tree and shrub planting
hand watering will be done at an extra cost to the owner/general. Guarantee for plants that are over watered from
hand watering will be void and replaced on a time and materials basis.
•
AAA Landscape is not responsible for damage due to poor soil conditions, rodents, vandalism, and/or “ACTS OF NATURE” to
include frost damage.
•
AAA Landscape will only guarantee plants for the specified period as long as they are maintained per known
•
“professional practices”.
•
Areas are to be turned over for maintenance as they are completed – whether phased or parcels. Each turn
over will have its own maintenance period per contractual terms.
•
AAA Landscape must be present for the substantial completion walk thru with the client and the landscape architect.
•
Two mobilizations are included in this proposal – any additional mobilizations will be $ 2,000.00 ea.
•
Layout and Elevations to be provided by others.
•
Two layers of pre-emergent will be provided for inert ground cover areas.
•
All materials pricing is based on availability at the time of installation. Pricing is subject to change.
Extras and additional work will be per the following rates:
Labor:
$55.00 per hour
Project Manager
$105.00 per hour
Foreman:
$95.00 per hour
Irrigation/Leadperson:
$85.00 per hour
Equipment w/operator:
3500/Bobcat: $125.00 per hour
570 Grade Tractor: $145.00 per hour
590 Backhoe: $165.00 per hour
1800 Gal Water Truck: $260.00 per hour
The Above Rates include Operator and Equipment Costs.
All Pickup and Delivery costs will be an extra cost.
Material, Fuel and rentals: Cost + 25%
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.
Shrubs – ninety (90) days from date of planting
Trees – one (1) year from date of planting
Irrigation – one (1) year
Current EMOD Rate: 0.60
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.
•
Electrical power to controller and associated fees.
•
Import/Export soil/rock
•
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.
•
Any Inerts from Civil Plans.
•
Overtime or Accelerated schedule
•
Fencing, walls or any hardscape.
•
Traffic Control
•
Backfilling Curbs, Walls or Parking Islands
•
Any Vac Truck Work or Xray Locating is by others
•
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 30 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:________________________________________
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Asphalt/Flatwork/Curb Sub
Gonzalez Asphalt
Cactus Asphalt
ABC Asphalt
AWRF
$154,575.00
$124,092.00
OWRF
$7,240.00
$40,783.00
Total Price
$161,815.00
$164,875.00
DECLINED TO BID
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Asphalt/Flatwork/Curb & Gutter
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
EXHIBIT A
INSTRUCTIONS TO BIDDERS
Complete bid proposals will be received by PCL Construction, Inc., the Construction Manager at Risk
(CMAR) for the referenced project, at no later than August 18, 2023, at 2:00 PM MST (Arizona local
time), for Asphalt Paving, Flatwork, Curb and Gutter Package complete. All bid proposals shall be
submitted to Smartbidnet.com.
Reclaimed Water Conveyance Improvements – Agency Review Drawings Dated July 2023
Reclaimed Water Conveyance Improvements – Agency Review Specifications Dated July 2023
DIVISION 01 – GENERAL REQUIREMENTS (As it pertains to the Subcontractor’s Scope)
DIVISION 02 – EARTHWORK (As it pertains to the Subcontractor’s Scope)
DIVISION 03 – CONCRETE (As it pertains to the Subcontractor’s Scope)
Work Shall include the furnish and installation of all scope associated with asphalt paving/curb &
gutter and flatwork including but not limited to:
AWRF Site:
1.
Asphalt Trench repair (See Drawing C-1.22, C-1.23, C-1.42 & Attachment A & B for
clarification)
2.
Curb and Gutter Repair (See Drawing C-1.22, C-1.23, C-1.42 & Attachment A & B for
clarification)
3.
Sidewalk Repair (See Drawing C-1.25 & Attachment B for clarification
OWRF Site:
1. Asphalt Trench Repair (See Drawing C-3.22, C-3.42 & Attachment C for clarification)
ADDITIONAL CLARIFICATIONS:
Bidder shall include two (2) mobilizations/demobilizations for the AWRF Site and one (1)
mobilization/demobilization for the OWRF Site.
Bidder shall include supply and install of ABC for subgrade of asphalt paving (including thickened
edge where required).
Bidder shall include install of pavement
Bidder shall provide cleanup labor to ensure work area is free of debris at the end of each shift
Water Source will be provided within 500 FT of the work area. Bidder shall include any
temporary piping, load stands, etc. for construction water.
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
1.
PCL reserves the right to hold bid clarification meetings with the bidders after the bid date to ensure
scope coverage and understanding of the project. After holding this clarification meeting, PCL reserves
the right to reject bids that are incomplete and/or non-responsive.
2.
All bids must be submitted on the enclosed Bid Proposal Form (Exhibit C) with no exceptions taken to
the scope. Through submission of a proposal, the Subcontractor will be bound by the terms and
conditions as indicated therein.
3.
All pricing shall remain valid for (120) one hundred twenty calendar days.
4.
All bidders must fill out, completely, the enclosed Subcontractor Acknowledgement Form (Exhibit B)
and include all required attachments with the Bid Proposal Form.
5. Bidder shall provide a list of, if any, specification deviations and/or exceptions with their bid.
6. Bid bond, builders risk insurance, performance and payment bonds, as well as Arizona gross receipt
taxes are to be excluded from the Subcontractor’s cost. Subcontractor’s general liability insurance
should be included in the base bid proposal.
7. PCL reserves the right to waive any and all informalities or irregularities in any bid proposal received.
Furthermore, PCL, along with City’s approval, reserves the right to reject any and all bids.
8.The Bidder is responsible to review the following:
a.
Prime Construction Services Agreement
b.
Sample Subcontract
c.
All contract documents listed in this Instruction to Bidders
9.Questions and/or requests for additional information should be directed to: Zachary Piersall at
zpiersall@pcl.com . All comments and/or questions must contain the City’s project number in the
subject line WW2206.401. Written responses will be distributed as an addendum to all bidders. Only
communication between bidder and PCL Construction, Inc. addressed in a written addendum will be
considered during contract negotiations. Deadline for questions is August 8, 2023.
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
EXHIBIT B
SUBCONTRACTOR ACKNOWLEDGEMENT
The supplier shall demonstrate acceptance by initialing each of the following items:
Acknowledgement
Bidder Initial
Bidder acknowledges and accepts the PCL contract standard
Terms and conditions attached to bid package
____________
Bidder has reviewed and accepts division 1, 2, & 3
requirements Of the Specifications
____________
Subcontractor is responsible for all cleanup of own debris and work area(s)
During and prior to the end of each shift.
____________
Subcontractor is responsible to protect other trade installations
During installation of its scope of work to prevent any damage. ____________
Subcontractor acknowledges requirements per MAG requirements
____________
*NOTE: If any conflict between the MAG specification requirements
As supplemented by the City of Chandler and provided specifications
For this project, the provisions of the provided specifications for this
Project shall govern*
Provide EMR Safety Rating
____________
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
EXHIBIT C
BID PROPOSAL FORM
Please indicate your quote in the spaces provided below:
Bid Items:
Total Price
AWRF Site:
Preparation of Subbase (Supply & Install Base Course)
$________________
Asphalt & Paving Complete
$________________
Curb & Gutter Complete
$________________
Submittals
$________________
AWRF TOTAL
$________________
OWRF Site:
Preparation of Subbase (Supply & Install Base Course)
$________________
Asphalt & Paving Complete
$________________
Curb & Gutter Complete
$________________
Submittals
$________________
OWRF TOTAL
$________________
TOTAL BASE BID
$_________________
38,150.00
98,100.00
50.00
1,323.00
3,402.00
2,465.00
50.00
160,415.00
16,875.00
7,240.00
153,175.00
Concrete Sidewalk
$1,400
$154,575.00
$161,815.00
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
SIGNED BY:
(Subcontractor) __________________________________________
(Print Name) _______________________________________
(Title) _____________________________________________
(Signature and Date) _________________________________
Gonzalez Asphalt
Priscilla Estrada
Estimator
8/21/2023
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
ASPHALT PAVING, FLATWORK,
CURB & GUTTER BID PACKAGE
Project Name:
RWCI - City of Chandler
Proposal #
2023-459
Project Location:
905 E. Queen Creek Rd
Date:
8/25/2023
Chandler, AZ 85286
Line Item #
Description of work
UNIT
Quantity
Unit Price
Total Price
AWRF Site
1
Preparation of Subbase
SF
10,900
3.50
38,150.00
2
Asphalt & Paving (up to 4" thick)
SF
10,900
9.00
98,100.00
3
Concrete Curb & Gutter
LF
375
45.00
16,875.00
4
Concrete Side walk
SF
100
14.00
1,400.00
5
Submittals
LS
1
50.00
50.00
OWRF
1
Preparation of Subbase
SF
378
3.50
1,323.00
2
Asphalt & Paving (up to 4" thick)
SF
378
9.00
3,402.00
3
Concrete Curb & Gutter
MIN
1
2,000.00
2,000.00
4
Short Load Fee
LS
1
465.00
465.00
5
Submittals
LS
1
50.00
50.00
Note:
Proposal valid for 30 days
Total
161,815.00
Engineer:
Per plans
Plan Date:
Exclusions:
Bonds, permits, taxes, testing, engineering, striping and signage, Prime coat,
Seal coat, Traffic control, traffic plan, barricades, concrete work, Underground
Work, underground removals & relocations, Site Clearing, Site Grading
Site Haul Off of Spoils
To accept this proposal, sign and date
X:
Gonzalez Asphalt Inc.
3001 W Lincoln, Phoenix, AZ 85009
Tel 623-594-2245 Fax 623-243-6429
Estimating@gonzalezasphalt.com (Robert)
Priscilla@gonzalezasphalt.com (Priscilla)
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Concrete Supply
Cemex
Cal Portland
AWRF
$24,676.00
$26,092.00
OWRF
$7,423.00
$7,752.00
Total Price
$32,099.00
$33,844.00
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Concrete Supply
QUO-986702-P7H2C2
1
8888 E. Raintree, Suite 205 Scottsdale, AZ 85260
GENERAL INFORMATION
MATERIAL PRICING
The prices stated herein, unless otherwise aggreed to by the parties in writing, are subject to the CEMEX Con Mat South,LLC standard terms and conditions, which shall control and take precedence over any ‘terms and
conditions’ to the contrary in any purchase order or other document. This quotation is offered for written acceptance by 9/22/2023, after which it is subject to confirmation by the seller. Quotation does not guarantee
commitment or ability to supply.
Description
UoM
Price Per Unit
Notes
4500 HVFA .45 W/C
YD3
$179.00
4500 HVFA .45 W/C FLOW
YD3
$182.00
MAG SEC728 0.5sk(PHCLSM 0.5)
YD3
$136.00
CLAUSES
Category
Item
Value
UoM
Comments
Pricing Escalation
THESE PRICES WILL EXPIRE ON 10/01/2024
-
USD/Cu Yd
-
Surcharges and Fees
Environmental compliance fee
$25.00
USD/Load
Variable Fuel surcharge
$29.00
USD/Load
At present, subject to change
Short Load Fee
Per Schedule
Applies to loads 6 yards or less
4 < 6 cu/ yds
$200.00
USD/Load
2 < 4 cu/ yds
$225.00
USD/Load
1 < 2 cu/ yds
$275.00
USD/Load
Discharge Time
$2.00
USD/min
Charge will apply to the time taken over and above 4 minutes per cubic
yard for discharge time or a maximum of 45 minutes per load
Bucket Washout fee (Chute rinse recovery system)
$25.00
USD/Load
This service must be requested at the time of placing an order
Color Washout fee
$25.00
USD/Load
Applies to all loads with colored concrete
Order Cancellation fee
$8.00
USD/Cu Yd
Minimum of 275.00 USD. Applies to all orders cancelled after 12:00 pm
the business day prior. Orders for Monday must be cancelled by 12:00
pm Friday to avoid fees
Concrete Disposal
Up to 300
USD/Load
Full load of returned concrete $300 ; Partial load of returned concrete
$125.00
Saturday premium charge - Ready Mix
$15.00
USD/Cu Yd
Plant Opening and Off Hours
Upon Request
Off hours, Saturday and Sunday opening fees will be quoted upon
request.
Multi-stop
$85.00
USD/Load
Out-of-Area Fee
Upon Request
USD/Load
Trial Batch / QC Testing
Upon Request
Charge will apply when trial batch or quality control testing is required
Additional Products
and Services
Accelerator - Winter Set - 1 - Add
$4.00
USD/Cu Yd
Accelerator - Winter Set - 2 - Add
$7.00
USD/Cu Yd
Accelerator - Winter Set - 3 - Add
$10.00
USD/Cu Yd
Accelerator - Winter Set - 4 - Add
$14.00
USD/Cu Yd
Retarder - Summer Set - 1
$3.00
USD/Cu Yd
Retarder - Summer Set - 2
$4.00
USD/Cu Yd
Retarder - Summer Set - 3
$5.00
USD/Cu Yd
Retarder - Summer Set - 4
$6.00
USD/Cu Yd
Chilled water (where available)
$2.00
USD/Cu Yd
Hot water (where available)
$2.00
USD/Cu Yd
Nitrocrete
$5.00
USD/Gallon
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions which shall control and take precedence over any terms and conditions to the contrary in any purchase order or other document.
Customer is responsible for Applicable Sales Tax. Such taxes will appear on invoice unless Sales Tax exemption certificate is on file at CEMEX prior to shipping
If plans or specifications were not available for review at the time of this quote, all specification mixes will require further pricing review.
Prices quoted are subject to availability of materials and subject to change prior to commitment
There will be a fuel surcharge on all delivered loads. The charge will be on a sliding scales adjusted monthly based on fuel price according to WEST COAST PADD 5 (Diesel)
Payment terms
Payment Terms are standard as follows: 1% 15th Net 20 (15th of the month following delivery)
Delayed portion of payment will attract a Finance charge of the lessor of 1.5% per month, 18% per annum or maximum permitted under applicable laws
CEMEX Con Mat South,LLC
PCL CIVIL CONSTRUCTORS INC
Quoted By:
Accepted By:
Angela L Renneman
________________________________
Tony Spera
________________________________
Date
10/4/2023 8:58 AM
Account:
PCL CIVIL CONSTRUCTORS INC
Account Manager:
Angela L Renneman
Contact:
Tony Spera
E-mail:
angelal.renneman@cemex.com
E-mail:
ASpera@pcl.com
Phone Number:
+16024162718
Phone:
480-582-2188
Customer Service:
602-416-2652
Project:
AWRF SITE
Estimated Concrete:
166 YD3
Project Address:
905 East Queen Creek Road ChandlerArizona 85286
QUO-986702-P7H2C2
2
VARIABLE FUEL SURCHARGE
Rate Table (per Load)
Avg price per gallon
Fuel $/Load
Avg price per gallon
Fuel $/Load
Less than
$ 2.00
$ -
$ 4.01
$ 4.05
$ 65.33
$ 2.01
$ 2.05
$ 0.33
$ 4.06
$ 4.10
$ 66.95
$ 2.06
$ 2.10
$ 1.95
$ 4.11
$ 4.15
$ 68.58
$ 2.11
$ 2.15
$ 3.58
$ 4.16
$ 4.20
$ 70.20
$ 2.16
$ 2.20
$ 5.20
$ 4.21
$ 4.25
$ 71.83
$ 2.21
$ 2.25
$ 6.83
$ 4.26
$ 4.30
$ 73.45
$ 2.26
$ 2.30
$ 8.45
$ 4.31
$ 4.35
$ 75.08
$ 2.31
$ 2.35
$ 10.08
$ 4.36
$ 4.40
$ 76.70
$ 2.36
$ 2.40
$ 11.70
$ 4.41
$ 4.45
$ 78.33
$ 2.41
$ 2.45
$ 13.33
$ 4.46
$ 4.50
$ 79.95
$ 2.46
$ 2.50
$ 14.95
$ 4.51
$ 4.55
$ 81.58
$ 2.51
$ 2.55
$ 16.58
$ 4.56
$ 4.60
$ 83.20
$ 2.56
$ 2.60
$ 18.20
$ 4.61
$ 4.65
$ 84.83
$ 2.61
$ 2.65
$ 19.83
$ 4.66
$ 4.70
$ 86.45
$ 2.66
$ 2.70
$ 21.45
$ 4.71
$ 4.75
$ 88.08
$ 2.71
$ 2.75
$ 23.08
$ 4.76
$ 4.80
$ 89.70
$ 2.76
$ 2.80
$ 24.70
$ 4.81
$ 4.85
$ 91.33
$ 2.81
$ 2.85
$ 26.33
$ 4.86
$ 4.90
$ 92.95
$ 2.86
$ 2.90
$ 27.95
$ 4.91
$ 4.95
$ 94.58
$ 2.91
$ 2.95
$ 29.58
$ 4.96
$ 5.00
$ 96.20
$ 2.96
$ 3.00
$ 31.20
$ 5.01
$ 5.05
$ 97.83
$ 3.01
$ 3.05
$ 32.83
$ 5.06
$ 5.10
$ 99.45
$ 3.06
$ 3.10
$ 34.45
$ 5.11
$ 5.15
$ 101.08
$ 3.11
$ 3.15
$ 36.08
$ 5.16
$ 5.20
$ 102.70
$ 3.16
$ 3.20
$ 37.70
$ 5.21
$ 5.25
$ 104.33
$ 3.21
$ 3.25
$ 39.33
$ 5.26
$ 5.30
$ 105.95
$ 3.26
$ 3.30
$ 40.95
$ 5.31
$ 5.35
$ 107.58
$ 3.31
$ 3.35
$ 42.58
$ 5.36
$ 5.40
$ 109.20
$ 3.36
$ 3.40
$ 44.20
$ 5.41
$ 5.45
$ 110.83
$ 3.41
$ 3.45
$ 45.83
$ 5.46
$ 5.50
$ 112.45
$ 3.46
$ 3.50
$ 47.45
$ 5.51
$ 5.55
$ 114.08
$ 3.51
$ 3.55
$ 49.08
$ 5.56
$ 5.60
$ 115.70
$ 3.56
$ 3.60
$ 50.70
$ 5.61
$ 5.65
$ 117.33
$ 3.61
$ 3.65
$ 52.33
$ 5.66
$ 5.70
$ 118.95
$ 3.66
$ 3.70
$ 53.95
$ 5.71
$ 5.75
$ 120.58
$ 3.71
$ 3.75
$ 55.58
$ 5.76
$ 5.80
$ 122.20
$ 3.76
$ 3.80
$ 57.20
$ 5.81
$ 5.85
$ 123.83
$ 3.81
$ 3.85
$ 58.83
$ 5.86
$ 5.90
$ 125.45
$ 3.86
$ 3.90
$ 60.45
$ 5.91
$ 5.95
$ 127.08
$ 3.91
$ 3.95
$ 62.08
$ 5.96
$ 6.00
$ 128.70
$ 3.96
$ 4.00
$ 63.70
$ 6.01
$ 6.05
$ 130.33
For more information, please refer to https://www.eia.gov/dnav/pet/pet_pri_gnd_dcus_r1z_w.htm
QUO-986702-P7H2C2
3
Standard Terms and Condition
1.
These Standard Terms and Conditions of CEMEX Con Mat South,LLC and its affiliates (“Seller”), Buyer’s Credit Application, and Seller’s Quotation, if any, (collectively, “Agreement”) govern
any and all purchases made by Buyer from Seller and are incorporated herein by reference. This Agreement, and any other documents prepared by Seller for Buyer in connection with
Buyer’s purchase of materials contain the entire understanding between the parties concerning the subject matter hereof, and there are no other agreements or understandings except as
set forth herein. Any different or additional terms or conditions contained in any writing or instrument of Buyer, whether by purchase order or otherwise, are hereby objected to by Seller and
shall have no effect on, and not become part of, this Agreement.
2.
Technical Assistance. In no event shall Seller bear any responsibility for claims arising from technical advice or assistance provided to Buyer. Advice by Seller is for Buyers guidance only
and Buyer agrees to rely solely on its own architects, engineers or other technical experts.
3.
Prices and Price Increases. Prices for the materials are (i) subject to material availability at the time of delivery; (ii) shall remain firm until the date set forth on the Seller’s Quotation, if any, or
if no such date is given, for a period of thirty (30) days after the date the order was accepted by Seller, the price was quoted by Seller or such shorter period as set forth in the Seller’s quote;
thereafter prices are subject to change by Seller; and (iii) do not include Saturday, Sunday holiday, off-hour or overtime shipments, all of which are subject to additional charges. Prices are
applicable only to the job quoted or orders accepted by Seller and are available only to the specific Buyer referred to therein, are for a standard mix design, if applicable, and are only for the
quantities requested by Buyer at the time the prices were quoted. Seller reserves the right to (i) increase prices on any quote or accepted orders without notice to reflect any raw material
cost increases or surcharges incurred by Seller and (ii) defer or cancel any quote or accepted orders in the event Seller becomes delayed or prevented from performing due to shortages or
allocation of raw materials. In the event of a delay or cancellation resulting from shortages or allocations of raw materials, Seller shall not be liable to Buyer for any damages incurred by
Buyer as a result of any such delay or cancellation.
4.
Surcharges and Fees. Prices quoted may not include additional charges Buyer may be responsible for. Such additional charges include, but are not limited to, charges for additives,
accelerators, winterizers/summerset, water (hot or chilled), ice and stand-by, waiting time and delivery charges due to loads in amounts less than a full truckload. Such prices shall be
charged at the rate of Seller’s then-current price list for additional charges, which is incorporated into these Terms and Conditions by reference as if fully set forth herein and which is available
to Buyer upon request. Buyer acknowledges that surcharges and fees are to recoup Seller’s costs and achieve a return on investment.
5.
Tests. Seller reserves the right to levy an additional charge on Buyer for any nonstandard tests that Buyer may require to be performed on the materials sold to Buyer. Failure of Buyer to
witness any tests shall be deemed a waiver by Buyer of its right to do so and of any right to require repetition of such tests, and Buyer shall be deemed to have accepted any such test results
as sufficient to meet its specifications.
6.
Payment and Interest. Buyer shall make all payments due hereunder in accordance with the terms of this Agreement and as stated on Seller’s invoices or other notices of terms, without any
right of setoff or retention and without regard to any agreement Buyer may have with other parties. If Buyer fails to pay in full the invoice amount when due, Buyer agrees to pay interest on
the unpaid balance from the date when due until paid in full at the rate selected by Seller, not to exceed the lesser of 18% per annum or the highest lawful rate, specifically including post
judgment. Buyer agrees to pay any and all costs and expenses incurred by Seller in collecting from Buyer any past due amounts, including but not limited to reasonable attorney fees, court
costs and collection agency fees. Seller may suspend pending deliveries during any period when Buyer has overdue balances or evidence of a changed financial condition.
7.
Liens. Buyer agrees to timely provide in writing to Seller information regarding bonding companies, general contractors or owners for the purpose of filing preliminary notices and claims on
payment bonds or mechanic’s and material supplier’s liens.
8.
Delivery. Seller’s responsibility for delivery shall cease FOB shipping point or, if Seller agrees to deliver FOB delivery site, at the curbside or frontage of the address for delivery. Where
delivery of products is to an unattended site, Seller will not be liable for any loss or damage to products, property or for unsigned delivery tickets. In absence of a specific delivery date on
the Quotation, Seller will commence delivery of the materials on a date and at a rate mutually agreed upon by both Seller and Buyer.
9.
Default. If Buyer is in default under this Agreement or any of its contracts or obligations with Seller, Seller may at its option and without notice: (i) declare the entire unpaid balance owed by
Buyer due and payable; (ii) postpone further deliveries until such default is remedied; (iii) terminate any and all obligations under any contract; and (iv) refuse further performance without any
liability to Buyer.
10. Limited Warranty and Liability Disclaimer. Seller warrants that the materials sold under this Agreement meet solely the description and specifications for the same set forth in the applicable
Quotation, if any, and shall be free from defects in material and workmanship for a period of one (1) year from the date of delivery thereof. No other express warranties are made with respect
to said materials. Acceptance by Buyer of the materials shall constitute confirmation by Buyer that the materials meet the description and specifications, if any, set forth in such applicable
Quotation. The foregoing warranty is subject to standard manufacturing and color variations, efflorescence, tolerances and classifications or naturally occurring substances. Seller is not
responsible for installation or defective conditions caused by installation. Buyer’s exclusive remedy for breach of this warranty shall be to require Seller, at Seller’s option, to refund the
purchase price for the materials failing to comply, to repair or to provide Buyer with conforming replacements for any nonconforming materials. Seller shall not be responsible for any removal
or installation costs. THE FOREGOING WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WRITTEN OR ORAL WARRANTIES OR CONTRACTUAL AGREEMENTS, WHETHER
EXPRESS OR IMPLIED BY LAW OR OTHERWISE, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE, MERCHANTABILITY OR HABITABILITY.
Buyer agrees that in specific consideration for receiving this warranty, it will indemnify and hold harmless Seller from any and all damages in connection with any statutory, contractual or
warranty breach, negligence, strict liability, or other tortuous conduct by Seller. This Agreement may not be modified or amended except by a writing signed by both parties.
11. Delays. If Seller is unable to complete delivery of any part of an order, Buyer shall accept such part of the order as Seller is able to deliver and Buyer shall pay for the part delivered pro rata
at the same rate as the whole of the order agreed to be sold and on the same terms of payment. In the event Seller shall be delayed in or prevented from the performance of any act required
under this Agreement, or it shall become commercially unreasonable to perform by reason of governmental allocations, priorities, restrictions or regulations now or hereafter in effect, storm,
flood, fire, earthquake or other Acts of God, war, terrorism, riot, insurrection or other civil disturbance, strikes, lockouts, shortages of materials, labor, raw materials, fuel, power or production
facilities, breakdown of equipment, transportation shortages, changes in market conditions or other contingencies beyond Seller’s reasonable control whether of a similar or dissimilar nature
to the foregoing, Seller shall not be liable to Buyer for any damages incurred by Buyer as a result of any such delay or failure.
12. Claims. Buyer agrees that all claims against Seller are waived unless presented to Seller in writing within one week from the date of delivery of the materials. Seller shall have thirty days
from receipt to inspect and correct a defect if such claim is allowed. Buyer further agrees that in the event that Buyer disagrees with Seller’s decision about whether to allow the claim that
the Buyer’s remedy is to formally adjudicate the claim, but the Buyer further agrees that Seller’s invoices for all materials supplied shall be paid in the interim. No claim shall be allowed after
the materials purchased hereunder are incorporated, modified or processed by Buyer in any manner. SELLER’S LIABILITY ON ANY CLAIM FOR LOSS OR DAMAGE SHALL NOT EXCEED
THE PRICE OF THE MATERIALS ACTUALLY RECEIVED FROM BUYER BY SELLER WITH REGARD TO WHICH SUCH CLAIM FOR LOSS OR DAMAGE IS MADE.
13. Waiver. Seller may, at its option, permit Buyer to remedy any default under this Agreement without waiving the default so remedied or any other default by Buyer. Buyer waives notice of
default of this Agreement and waives presentment, demand, protest, and notice of dishonor as to any instrument issued or delivered to Seller.
14. Venue. This Agreement will be governed by the applicable state and federal laws without giving effect to conflict of laws principles. The Buyer agrees that any legal actions and proceedings
brought for the breach or the enforcement of this Agreement will lie in the state and county in this state of delivery. Buyer consents and submits to the jurisdiction and venue of any state,
county or federal court located within that county. As a material inducement to Seller to enter into this Agreement, Buyer waives the right to trial by jury in any proceeding arising out of poror
related to this Agreement.
15. Notice. Any notice sent to Seller shall be in writing and sent by Certified Mail, postage prepaid, to the 10100 Katy Freeway, Suite 300, Houston, TX 77043, Attn: CEMEX Customer Care.
16. Severability. If any term, provision, covenant or condition of this Agreement is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the provisions
shall remain in full force and effect and shall in no way be affected, impaired or invalidated. The parties agree that each term and provision of this Agreement shall be construed according to
its fair meaning and not strictly for or against any Party.
17. Offset and/or Setoff. Seller may exercise the right of set-off under this Agreement as to any sums owed by Buyer and/or its affiliates under any other contract or agreement with Seller and/or
its affiliates.
18. Remedies Cumulative. The duties and obligations imposed by this Agreement and the rights and remedies available under this Agreement are to be in addition to, and not a limitation of
rights and remedies at law or in equity.
19. Miscellaneous. Time is of the essence. Buyer consents to Seller sending information to Buyer regarding Seller’s products and prices at any time by fax to any fax number provided by Buyer,
other electronic means or otherwise. A facsimile copy or electronic transmission will be treated as an original. Buyer shall not assign the Agreement or any interest herein without the prior
written consent of Seller, and any attempted assignment, whether by operation of law or otherwise, shall be void without such prior written consent.
20. Authorization for Credit Review. Buyer consents to Seller’s use of a non-business consumer credit report on the Buyer in order to further evaluate the credit worthiness of the Buyer in
connection with the extension of business credit as contemplated hereby. Buyer authorizes Seller to utilize a consumer credit report from time to time in connection with the extension or
continuation of business credit. Buyer hereby knowingly consents to the use of such credit report consistent with the Federal Fair Credit Reporting Act as contained in 15 USC @ 1681 et
seq.
21. Representations. Buyer represents to Seller that it is solvent and that any financial information provided reflects the present financial condition of the Buyer. If Buyer is not a corporation or
limited liability entity, Buyer acknowledges that Seller is relying on the credit worthiness and financial ability of the owner(s) of Buyer. Each owner shall be joint and severally liable for all
indebtedness of Buyer to Seller under the Agreement. Buyer warrants that all information supplied to Seller is accurate and complete. Each representation and the information contained in
a Credit Application, if any, is material and given to induce Seller to provide credit. Buyer will notify Seller by certified mail, within forty-eight (48) hours after any material change in Buyer’s
financial or ownership status.
QUO-986702-P7H2C2
4
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Rebar Supply & Install
Harris Rebar
CMC
Camblin Steel
AWRF
$20,993.00
$22,903.00
$20,855.80
OWRF
$6,326.00
$6,800.00
$6,284.24
Total Price
$27,319.00
$29,703.00
$27,140.04
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Rebar Supply & Install
Camblin Steel Service, Inc. Since 1954
Reinforcing Service
548 Gibson Dr., Suite 150 –Roseville Ca. 95678 – 916-644-1300 – Fax 916-784-3070
PREPARED BY:
Chad Jones
Chad.Jones@camblinsteel.com
Camblin Steel Services, Inc.
1945 W Broadway Rd
Phoenix, AZ 85041
480.809.5191
ROC License # 338462
Camblin Steel Service, Inc. Since 1954
Reinforcing Service
548 Gibson Dr., Suite 150 –Roseville Ca. 95678 – 916-644-1300 – Fax 916-784-3070
Structural Reinforcing Bid Proposal
We are pleased to submit a bid for the Reclaimed Water Conveyance project located in Chandler, AZ.
Please see scope for inclusions & qualifications.
Scope
Proposal is based on the following Drawings and Dates:
Structural drawings by WILSON ENGINEERS
S-1 thru S-121 (10 Sheets) - Dt: 07/20/2023
Labor and material escalation is accounted for with anticipated start date for the concrete reinforcing
scope being 10/1/23 with a duration of 2 months, and is based on a (40) hour work week, M – F.
See “Additional Notes (Project Specific)” for additional inclusions/exclusions/qualifications
Contractor to provide the following at no cost to Camblin Steel:
•
All lines, grades, templates, levels, and elevations
•
Lane closures as required for reinforcing deliveries
•
Equipment for offloading & hoisting materials as needed
•
Power within 100 feet of stressing location
•
Stressing platforms that are 3’-0” wide minimum at all stressing edges of slab
•
Parking within walking distance of job site
Exclusions
•
Traffic control, permits, and lane closures
•
BIM / 3D Modeling
•
Site work (Except what is specifically noted)
•
Furnishing/installing/greasing smooth dowels
•
Pan filled stairs & landings
•
Clean-up of tie wire clippings
•
Rubatex | Plastic sheathing
•
Cost of inspection, & testing of material
•
Cost of pour watchman
•
Equipment for offloading/moving material
•
180-degree safety hooks
•
Liquidated Damages
•
OCIP/CCIP Credits
•
Prevailing Wages
•
Dumpster for Jobsite clean-up
•
Masonry reinforcing U.N.O.
•
Layout of masonry dowels
•
Form savers for patio slabs dowels
•
Patching of waterproofing
•
MEP trim for penetrations not shown on
structural & architectural drawings
•
Allowances
•
Cost of bond
•
Test panels / Mock-ups / Pick & Lift Steel
•
Composite clean-up crew participation
•
Work above waterproofing on elevated slabs
•
TERO Requirements and/or hiring preferences
•
Cost for 3rd Party billing
•
Supply and Maintenance of Safety Caps
•
Grinding or removal of staples on the
underside of exposed decks.
Camblin Steel Service, Inc. Since 1954
Reinforcing Service
548 Gibson Dr., Suite 150 –Roseville Ca. 95678 – 916-644-1300 – Fax 916-784-3070
Additional Notes (Project Specific)
Reinforcement:
- All bars conform to Grade ASTM A615 60.
Inclusions:
Electrical Building:
- Slab on grade
Site works:
- Reclaimed water pump station slab
- Pipe support
- Pipe support footing
- Transformer pad
- Inlet flow control slab
- Switch gear support pad
Exclusions:
1. location details are missing for pipe support pad shown in sheet M-7.01 & M-7.02.
Hence we excluded it.
2. All masonry reinforcement is excluded.
Payment & Contractual Terms:
1) Billings are due at the end of the month and Payment is due 30 days from billing date
2) Camblin Steel Service reserves the right to stop work if partial or full payment has not been received
within 60 days from billing through no fault of this sub-contractor
3) Camblin Steel Service will not accept any Flow-Down of contractual obligations between Owner &
Contractor
4) It is understood by both parties that this Proposal/Contract is based wholly on the above listed bid
documents, inclusions, exclusions, and notes
5) Proposal/Contract – Once this document is signed by both parties it is understood that this becomes
a binding Contract by both parties based on its terms and conditions.
6) Retention to be paid, no later than 7 days after “Contractor is paid, or 6 months after Camblin Steel
Service has completed their onsite work, whichever comes first
7) Time is of the essence. Subcontractor shall perform its Work according to a Mutually Agreed to
schedule, any adjustments must be agreed to in writing by both parties.
8) Warranty. If a warranty is required, it will be for 1 year and limited to “material defects”
9) Insurance. Subcontractor shall keep in effect the following coverages in the following policy limits –
CGL = $2,000,000.00, Vehicle Liability = $1,000,000.00, WC = $1,000,000.00, Umbrella Liability =
$2,000,000.00
10) Indemnity. To the extent allowed by law, subcontractor shall indemnify and hold contractor
harmless from and against any claims, loses, damages or expenses arising from any negligence or
omissions of subcontractor, its subs and or employees.
Camblin Steel Service, Inc. Since 1954
Reinforcing Service
548 Gibson Dr., Suite 150 –Roseville Ca. 95678 – 916-644-1300 – Fax 916-784-3070
Lump Sum
Our total cost for this project is $27,141.00 Price is good for thirty (30) days from the date above. See
below for alternates. Price is subject to change once 100% FOR CONSTRUCTION drawings are received.
Price noted above includes the following:
Concrete Deformed Reinforcing Steel Detailed, Furnished & Installed per ACI & CRSI Standards
Note 5% Retention max F&I – 0% on FOB Proposals
Alternates/Breakouts
Please contact me directly with questions regarding our proposal.
Sincerely,
Chad Jones
480.809.5191
Acceptance by: ____________________________
Signature: ________________________________
Date: ____________________________________
Company: ________________________________
THIS PROPSAL IS SUBJECT TO REVISION OR WITHDRAWAL IF NOT ACCEPTED IN WRITING OR BY FACSMILE TRANSMISSION WITHIN THIRTY (30)
DAYS. THIS PROPOSAL IS CONDITIONED UPON OUR APPROVAL OF FINAL QUANTITIES, CONTRACT DOCUMENTS, INSURANCE AND BONDING
REQUIREMENTS, AND CONSTRUCTION SCHEDULES. CAMBLIN STEEL SERVICE, INC. SHALL BE ENTITLED TO RECEOVER ITS COLLECTION COSTS
AND ATTORNEY’S FEES IF PAYMENT IS NOT MADE AS REQUIRED UNDER THE BUSINESS & PROFESSIONS CODE. CHANGE ORDER
NUMBER/WRITTEN AUTHORIZATION IS REQUIRED PRIOR TO ANY EXTRA WORK BEING PERFORMED.
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Fencing Sub
Liberty Fence
Adam's Fence
Biddle & Brown Fence Company
AWRF
$3,500.00
$5,446.00
OWRF
$1,500.00
$4,730.00
Total Price
$5,000.00
NON RESPONSIVE
$10,176.00
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Fence Remove & Replace
www.libertyfenceaz.com
Phone: 520-882-8779
2601 E. Ginter Road
Tucson, AZ 85705
ROC # 326365
August 10, 2023
To: PCL Construction
Re: Tony Spera
Liberty Fence & Supply Proposes to Furnish the Following Bid Items Complete and In Place in
Accordance with Plans and Specifications.
INCLUSIONS:
AWRF – Remove 40LF of Chain Link and posts. Supply and install new 40LF fence and posts. Submittals
if necessary. Total Price: $ 3,500.00
OWRF – Remove 16LF of chain link and posts with barbwire. Supply and install 16LF of chain link with
barb wire. Submittals if necessary. Total Price $1,500.00
TOTAL AWRF/OWRF -$5,000.00
*Due To the Recent Rapid Increases of Steel Materials This Proposal Is Only Valid For 30 Days. *
EXCLUSIONS:
• Grading
• Staking/Surveying
• Clearing of Fence Lines
• Grounding
• Permits
• Traffic Control
• Locks/Panic Hardware
• Saw Cutting
• Core Drilling
• Concrete Mow Curbs
• Bond Premium
• Engineering
• Location of Private Underground Utilities
Respectfully Submitted,
Liberty Fence & Supply
Michael hill
Project Manager
Tucson Branch
Mhill@libertyfenceaz.com
Phone: 928-940-0735
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Painting Sub
AO Painting
Revolution Industrial
Riley Industrial
AWRF
$17,245.00
$21,140.29
$21,837.00
OWRF
$12,245.00
$9,051.24
$12,458.00
Total Price
$29,490.00
$30,191.53
$34,295.00
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Painting and Coatings
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
PAINTING
EXHIBIT A
INSTRUCTIONS TO BIDDERS
Complete bid proposals will be received by PCL Construction, Inc., the Construction Manager at Risk
(CMAR) for the referenced project, at no later than August 18, 2023, at 2:00 PM MST (Arizona local
time), for furnish and install of painting and coating complete. Work shall include but not be limited to
the furnish and installation of coatings for metal coatings, exposed pipe and equipment coatings (both
exterior and interior), electrical conduit and equipment (both exterior and interior) coating touch-ups,
caulking and sealants. All bid proposals shall be submitted to Smartbidnet.com. All scopes shall be in
conformance to all drawings and specifications, specifically:
Reclaimed Water Conveyance Improvements – Agency Review Drawings Dated July 2023
Reclaimed Water Conveyance Improvements – Agency Review Specifications Dated July 2023
DIVISION 1 – GENERAL REQUIREMENTS (As it pertains to the Subcontractor’s work)
DIVISION 9 – PAINTING (As it pertains to the Subcontractor’s work)
Additional Clarifications:
•
All coatings, coating preparation, inspection and testing specified to be performed in the field as
stated and listed in Specification Section 09900 – 3.4 FINISHING MECHANICAL AND ELECTRICAL
EQUIPMENT.
•
Bidder shall include three (1) mobilizations/demobilizations for the AWRF Site and one (1)
mobilization/demobilization for the OWRF Site.
•
Bidder shall provide cleanup labor to ensure work area(s) are free of debris at the end of each
shift.
•
Scope includes compliance with PCL’s safety requirements.
1.
PCL reserves the right to hold bid clarification meetings with the bidders after the bid date to ensure
scope coverage and understanding of the project. After holding this clarification meeting, PCL reserves
the right to reject bids that do not cover the entire scope addressed in this bid package.
2.
All bids must be submitted on the enclosed Bid Proposal Form (Exhibit C) with no exceptions taken to
the scope. Through submission of a proposal, the Subcontractor will be bound by the terms and
conditions as indicated therein.
3.
All pricing shall remain valid for (120) one hundred twenty calendar days.
4.
All bidders must fill out, completely, the enclosed Subcontractor Acknowledgement Form (Exhibit B)
and include all required attachments with the Bid Proposal Form.
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
PAINTING
5.
Bidder shall provide a list of, if any, specification deviations and/or exceptions with their bid.
6.
Bid bond, builders risk insurance, performance and payment bonds, as well as Arizona gross receipts
taxes are to be excluded from the Subcontractor’s cost. Subcontractor’s general liability insurance
should be included in the base bid proposal.
7.
PCL reserves the right to waive any and all informalities or irregularities in any bid proposal
received. Furthermore, PCL, along with City’s approval, reserves the right to reject any and all bids.
8.
The Bidder is responsible to review the following:
a.
Prime Construction Services Agreement
b.
Sample Subcontract
c.
All contract documents listed in this Instruction to Bidders
9.
Questions and/or requests for additional information should be directed to: Tony Spera at
aspera@pcl.com . All comments and/or questions must contain the City’s project number in the
subject line WW2206.401. Written responses will be distributed as an addendum to all bidders. Only
communication between bidder and PCL Construction, Inc. addressed in a written addendum will be
considered during contract negotiations. Deadline for questions is August 8, 2023.
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
PAINTING
EXHIBIT B
SUBCONTRACTOR ACKNOWLEDGEMENT
The supplier shall demonstrate acceptance by initialing each of the following items:
Acknowledgement
Bidder Initial
Bidder acknowledges and accepts the PCL contract standard
Terms and conditions attached to bid package
____________
Bidder has reviewed and accepts division(s) 1 & 9 requirements
Of the Specifications
____________
Subcontractor is responsible for all cleanup of own debris and work area(s)
During and prior to the end of each shift.
____________
Subcontractor is responsible to protect other trade installations and existing
Facilities during installation of its scope of work to prevent any damage
Including overspray
____________
Provide EMR Safety Rating
____________
Reclaimed Water Conveyance Improvments – City of Chandler
OWRF/AWRF Onsite Improvements – GMP 2
PAINTING
EXHIBIT C
BID PROPOSAL FORM
Please indicate your quote in the spaces provided below:
Base Bid Items:
Total Price
AWRF Complete
$_________________
Includes Submittals
OWRF Complete
$_________________
Includes Submittals
TOTAL BID
$__________________
SIGNED BY:
(Subcontractor) __________________________________________
(Print Name) _______________________________________
(Title) _____________________________________________
(Signature and Date) _________________________________
17,245.00
12,245.00
29,490.00
A-O Painting, Inc.
A-O Painting, Inc.
General Manager
August 18 2023
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Pipe Supply
Ferguson Waterworks
Fortiline Waterworks
Core and Main
AWRF
$1,045,085.27
$1,069,659.57
$1,105,390.38
OWRF
$379,722.88
$395,187.79
$397,293.08
Total Price
$1,424,808.15
$1,464,847.36
$1,502,683.46
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Pipe & Fittings, Valves, Pipe Supports & Appurtenances Supply
Work Description
Sub / Supplier No.1
Sub / Supplier No.2
Sub / Supplier No.3
Electrical Sub
Ludvik Electric
AWRF
$1,334,470.00
OWRF
$275,190.00
Total Price
$1,609,660.00
Designates Selected Subcontractor /
Supplier
PCL CONSTRUCTION, INC.
City of Chandler
Reclaimed Water Conveyance Improvements - GMP 2 - WW2206.401
Electrical and I&C
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Bid Response Explanation
Quality Control – Ramm was selected as they are the low bidder of three bids received.
Survey – Lemme was selected as they are the low bidder of two bids received. Three firms were
solicited, but one declined to bid.
Landscape – AAA Landscaping was selected as they are the only one that provided a bid. Three firms
were solicited but, both declined to bid after originally stating they were interested in the project and
were going to bid the Landscape scope.
Asphalt/Flatwork/Curb & Gutter – Gonzalez Asphalt was selected as they are the low bidder of two bids
received. Three firms were solicited but, one after showing interest was non-responsive.
Concrete Supply – Cemex was selected as they are the low bidder of two concrete suppliers.
Rebar Supply & Install – Camblin Steel was selected as they are the low bidder of three bids received.
Fencing – Liberty Fence was selected as they are the low bidder of two quotes received. Three firms
were solicited, but one was non-responsive.
Painting & Coatings – AO painting was selected as they are the low bidder of three bids received.
Pipe & Valve Supply – Ferguson Waterworks was selected as they are the low bidder of three bids
received.
Electrical and I&C – Ludvik Electric is included as the proposed electrical supplier/subcontractor. They
have been proposed based on providing the best value for this project due to their previous experience
onsite.
PCL Construction, Inc. will self-perform the below scopes as proposed and approved of in the
procurement plan submitted prior to commencement of GMP 2 bid package solicitation. PCL asserts
that the scopes for the proposed self-perform work are of insignificant quantity at intermittent time
periods in the project schedule. Subcontracting these scopes would not be cost effective since multiple
mobilizations would be required for each scope, during which only small quantities of work would be
completed by the subcontractors. By self-performing, PCL resources can be spread across these scopes
to ensure work is continuous and more cost effective. PCL understands that self-perform work is cost
reimbursable.
•
Site prep, Earthwork, and backfill
•
Concrete (form/placement/strip)
•
Equipment Install (Vertical Turbine Pumps)
•
Buried and Exposed Mechanical Pipe Install
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Schedule Clarifications and Assumptions
1. The GMP assumes that a construction NTP and executed contract (GMP #2) will be in place for
the Onsite Improvements by January 16, 2024.
Technical Clarifications and Assumptions
2. The GMP excludes special inspections including 3rd party NACE coating inspection and certified
welding inspection.
3. The GMP excludes the cost of reclaimed water/ potable water for construction use at the OWRF
site.
4. The GMP assumes, per Geotechnical Reports provided, that native soils can be used for fill and
backfill at both the AWRF and OWRF sites.
5. The GMP excludes public outreach firm services.
6. The GMP assumes 4” thick of Asphalt wherever is it required to be replaced.
7. The GMP does not include any concrete thrust blocks for buried piping. All piping and fittings
will be restrained joint.
8. The GMP excludes cathodic protection for all buried ductile iron pipe.
9. The GMP includes pressure class 250 and cement lining for all Ductile Iron pipe 24” through 42”
at both the AWRF and OWRF facilities.
10. The GMP excludes price of inspection(s) for the interior of the existing pump cans and does not
include any potential coating repairs to them.
11. The GMP assumes three feet (3’-0” +/-) of over excavation, compaction, and import fill and
slopes scarified for the new prefab electrical building and transformer embankment fill area.
12. The GMP assumes that the existing flanges for the two pump cans, that are to be used of the
three existing, are within a tolerance that is manageable, and the flanges are thick enough to be
machined and resurfaced (if required). The GMP excludes any other modifications or repairs to
the existing pump cans including but not limited to; flange repair/replacement, vortex
suppressor fin repair or modification, and/or corrosion repairs. Two days of milling per pump
can flange is included in the GMP.
Contractual Clarifications and Assumptions
13. The GMP is based on the 90% Agency Design set of drawings and specifications dated July 2023
for the OWRF and AWRF Site Improvements.
14. The GMP does not include costs for abatement of asbestos/lead paint or remediation of
hazardous waste materials or archeological mitigation. The Contractor shall be responsible for
only those hazardous materials and/or chemicals as brought on site by contractor forces; and
shall not be responsible for any existing hazardous conditions not known or foreseen prior to
the start of construction.
15. The GMP excludes any costs associated with COC building permits, Fire Department approval
permit, utility permitting (SRP), approval to construct permit, grading permit or any additional
permitting outside of County dust suppression, ADEQ SWPPP, and Traffic Control permit
requirements.
16. The GMP excludes all costs associated with mitigating or monitoring archeological areas.
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
17. The GMP includes an unforeseen utility allowance. This allowance is to cover price impacts
associated with unknown utilities including but not limited to: relocating the utility, installation
of additional fittings to circumvent the utility, restraining of utility, and repair of the unmarked
utility.
18. The GMP includes a Construction Contingency which includes the following: Contractor’s
Contingency, Design Contingency, and an Escalation Contingency.
19. The GMP includes an allowance for temporary power for the office trailers and for the electrical
MOPO at AWRF. The allowance for the electrical MOPO is based on coordination with the City of
Chandler Plant Operations, Wilson Engineers, Ludvik Electric and PCL. The allowance includes
stand-by generators with associated labor and materials to set up and some fuel.
20. The GMP includes an Owner’s Allowance.
21. The GMP includes a 12’x60’ site office trailer for the Engineer at the AWRF Site for 13 months
and $15,000 for Office Materials and Furniture.
22. The GMP assumes General Conditions are lump sum.
23. All billable labor and equipment rates for self-perform reimbursable, allowance requests, time
and material, and owner contingency scope shall be billed per attached rate schedule. Overtime,
when authorized by COC, will be billed at 1.5 times the billable hourly rate(s). Billable rates may
contain an element of profit based on crew mix and timing of hire. Billable rates, as presented in
this GMP, are valid through July 2025.
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
PCL Billable Rates
Classification
Billable Hourly Rate ($/HR)
Construction Manager
$143.41
General Superintendent
$130.02
Project Manager
$133.85
Project Engineer
$93.53
Startup and Commissioning Manager
$133.85
Project Accountant
$45.50
Assistant Superintendent
$105.17
Field Engineer
$79.81
Safety Coordinator
$93.53
Foreman
$87.71
Equipment Operator
$56.93
Laborer
$46.17
Concrete Worker
$56.93
Crane Operator
$72.32
Carpenter
$56.93
Millwright
$56.93
Plumber/Pipefitter
$56.93
Pipe Layer
$56.93
Small Tool Assessment Rate
$1.25/MH
Expendable Assessment Rate
$0.70/MH
Safety Assessment Rate
5% of Total Hourly Labor Price
Project Bond Rate
0.8% Direct Price
Subcontract/Material Bond Rate
1.325% of Sub/Material Price
General Liability Insurance
1% Direct Price
Builders Risk Insurance
0.4% Direct Price
**Billable hourly equipment rates shall be FHWA operated rates published by Bluebook (Arizona
Specific Rates) on equipmentwatch.com.
Line
Description
QTY
UOM
Unit Price
Total
1
DIV 1-GENERAL REQUIREMENTS-AWRF
1 LS
660,001.00
$
1.1 Install SWPPP
1 LS
20,638.00
$
20,638.00
$
1.2 Maintain SWPPP
1 LS
52,651.00
$
52,651.00
$
1.3 Dust Control
1 LS
119,925.00
$
119,925.00
$
1.4 Construction Water
1 LS
6,235.00
$
6,235.00
$
1.5 Quality Control
1 LS
17,892.00
$
17,892.00
$
1.6 Survey
1 LS
40,830.00
$
40,830.00
$
1.7 Support Equipment (Fork Lift, etc.)
9.5 MO
15,239.05
$
144,771.00
$
1.8 Field Supervision
6 MO
25,906.67
$
155,440.00
$
1.9 Small Tools/Expendables
27085 MH
3.40
$
92,019.00
$
1.10 Dumpster
12 MO
800.00
$
9,600.00
$
2
Div 2-Site Construction-AWRF
1 LS
2,103,716.00
$
2.0 Demo 15 kV Switch Pads
1 LS
3,599.00
$
3,599.00
$
2.1 Site Prep-Laydown Yard
1 LS
24,456.00
$
24,456.00
$
2.2 Perimeter Fencing
1 LS
3,500.00
$
3,500.00
$
2.3 SOG Excavation
186 CY
84.86
$
15,784.00
$
2.4 ABC Subgrade
153 CY
217.10
$
33,217.00
$
2.5 SOG Backfill
68 CY
160.63
$
10,923.00
$
2.6 E-House Embankment Over-Ex
286 CY
27.40
$
7,837.00
$
2.7 E-House Embankment Subgrade Prep
6882 SF
2.33
$
16,058.00
$
2.8 Place E-house Embankment
920 CY
65.65
$
60,400.00
$
2.9 Fine Grade E-House Embankment
6882 SF
2.22
$
15,260.00
$
2.10 Rip Rap Swale
1 LS
28,339.00
$
28,339.00
$
2.11 Remove Asphalt Milllings
192 TN
98.69
$
18,949.00
$
2.12 Remove Rip Rap
136 CY
206.71
$
28,112.00
$
2.13 Site Rough Grade
8500 SY
0.84
$
7,168.00
$
2.14 Dirt Haul Off
394 CY
33.07
$
13,028.00
$
2.15 Asphalt Removal (including Haul Off)
10900 SF
2.53
$
27,556.00
$
2.16 Subgrade Prep
10900 SF
2.75
$
30,005.00
$
2.17 Asphalt Paving
10900 SF
14.05
$
153,175.00
$
2.18 Faltwork (R&R)
1 LS
2,629.00
$
2,629.00
$
2.19 Remove Trees & Shrubs
1 LS
32,054.00
$
32,054.00
$
2.20 Landscaping
1 LS
133,325.00
$
133,325.00
$
2.21 Yard Pipe Materials
1 LS
885,892.00
$
885,892.00
$
2.22 Pothole Tie Ins
2 EA
7,541.96
$
15,083.92
$
2.23 Unload & Handle Pipe
1 LS
13,570.47
$
13,570.47
$
2.24 DLB RW 42"
461 LF
209.09
$
96,390.49
$
2.25 Test RW 42"
1 LS
3,171.03
$
3,171.03
$
2.26 DLB RW 30"
924 LF
194.67
$
179,875.08
$
2.27 Test RW 30"
1 LS
3,171.04
$
3,171.04
$
2.28 DLB 6" Drain
53 LF
183.76
$
9,739.28
$
2.29 Test 6" Drain
1 LS
1,526.69
$
1,526.69
$
2.30 Pipe Connection MOPOs
2 EA
13,191.50
$
26,383.00
$
2.31 Flushing
1 LS
179,898.00
$
179,898.00
$
2.32 ARV Manhole
1 LS
23,641.00
$
23,641.00
$
3
DIV 3-Concrete-AWRF
1 LS
160,933.00
$
3.0 SOG Subgrade Prep
2090 SF
2.06
$
4,297.00
$
3.1 FPS Concrete
110 CY
1,234.36
$
135,780.00
$
3.2 Rebar Subcontractor
1 LS
20,856.00
$
20,856.00
$
4
DIV 5-Metals-AWRF
1 LS
5,819.00
$
4.0 Fabricate Bollards
2 EA
1,220.50
$
2,441.00
$
4.1 Install Bollards
2 EA
1,689.00
$
3,378.00
$
5
DIV 9-Finishes-AWRF
1 LS
17,245.00
$
5.0 Coatings Subcontractor
1 LS
17,245.00
$
17,245.00
$
6
DIV 11-Equipment-AWRF
1 LS
51,920.00
$
6.0 Machine Existing Pump Cans
2 EA
9,441.00
$
18,882.00
$
6.1 Install VT Pumps
2 EA
16,519.00
$
33,038.00
$
7
DIV 15-Mechanical-AWRF
1 LS
397,681.00
$
7.0 Pipe Materials
1 LS
281,283.00
$
281,283.00
$
WW2206.401 Reclaimed Water Conveyance Improvements - GMP 2 Construction
7.1 Unload Pipe Materials
1 LS
8,471.00
$
8,471.00
$
7.2 Install Exposed Mechanical
1 LS
103,127.00
$
103,127.00
$
7.3 Welding Subcontractor
1 LS
4,800.00
$
4,800.00
$
7.4 Exposed Pipe Testgin
1 LS
11,417.00
$
11,417.00
$
8
DIV 16/17-E&IC-AWRF
1 LS
1,334,470.00
$
8.0 Electrical Subcontractor
1 LS
1,334,470.00
$
1,334,470.00
$
9
DIV 1-GENERAL REQUIREMENTS-OWRF
1 LS
396,150.00
$
9.0 Install SWPPP
1 LS
20,638.00
$
20,638.00
$
9.1 Maintain SWPPP
1 LS
28,076.00
$
28,076.00
$
9.2 Dust Control
1 LS
89,466.00
$
89,466.00
$
9.4 Quality Control
1 LS
4,650.00
$
4,650.00
$
9.5 Survey
1 LS
19,932.00
$
19,932.00
$
9.6 Support Equipment (Fork Lift, etc.)
4.8 MO
15,239.17
$
73,148.00
$
9.7 Field Supervision
6 MO
25,906.67
$
155,440.00
$
9.9 Dumpster
6 MO
800.00
$
4,800.00
$
10
Div 2-Site Construction-OWRF
1 LS
650,627.00
$
10.1 Site Prep-Laydown Yard
1 LS
7,890.00
$
7,890.00
$
10.2 Perimeter Fencing
1 LS
1,500.00
$
1,500.00
$
10.3 SOG Excavation
88 CY
84.60
$
7,445.00
$
10.4 ABC Subgrade
56 CY
151.88
$
8,505.00
$
10.5 SOG Backfill
28 CY
245.00
$
6,860.00
$
10.6 Remove Rip Rap
20 CY
693.60
$
13,872.00
$
10.7 Ex & Grade Swale
380 LF
63.79
$
24,239.00
$
10.8 Rough Grade Site
6784 SF
1.88
$
12,773.00
$
10.9 Dirt Haul Off
235 CY
31.97
$
7,514.00
$
10.10 Ashpalt Removal
378 SF
15.96
$
6,033.00
$
10.11 Asphalt Subgrade Prep
378 SF
30.81
$
11,645.00
$
10.12 Asphalt Paving
378 SF
19.15
$
7,240.00
$
10.13 Landscaping Sub
1 LS
78,975.00
$
78,975.00
$
10.14 Remove Trees & Shrubs
1 LS
18,018.00
$
18,018.00
$
10.15 Yard Pipe Materials
1 LS
92,687.00
$
92,687.00
$
10.16 Pothole Tie Ins
4 EA
3,694.67
$
14,778.68
$
10.17 Unload & Handle Pipe
1 LS
1,476.87
$
1,476.87
$
10.18 DLB RW 24"
167 LF
280.54
$
46,849.76
$
10.19 Test RW 24"
2 EA
3,106.25
$
6,212.50
$
10.20 Valve Support Pads
1 EA
6,459.01
$
6,459.01
$
10.21 Tie Ins
2 EA
34,998.09
$
69,996.18
$
10.22 Hot Tap Subcontractor
1 LS
132,576.00
$
132,576.00
$
10.23 Flushing
1 LS
67,082.00
$
67,082.00
$
11
DIV 3-Concrete-OWRF
1 LS
51,405.00
$
11.0 SOG Subgrade Prep
706 SF
3.16
$
2,233.00
$
11.1 FPS Concrete
36 CY
1,191.33
$
42,888.00
$
11.2 Rebar Subcontractor
1 LS
6,284.00
$
6,284.00
$
12
DIV 9-Finishes-OWRF
1 LS
12,245.00
$
12.0 Coatings Subcontractor
1 LS
12,245.00
$
12,245.00
$
13
DIV 15-Mechanical-OWRF
1 LS
405,163.00
$
13.0 Pipe Materials
1 LS
323,122.00
$
323,122.00
$
13.1 Unload Pipe Materials
1 LS
7,970.00
$
7,970.00
$
13.2 Install Exposed Mechanical
1 LS
74,071.00
$
74,071.00
$
14
DIV 16/17-E&IC-OWRF
1 LS
275,190.00
$
14.0 Electrical Subcontractor
1 LS
275,190.00
$
275,190.00
$
15
GENERAL CONDITIONS
1 LS
1,701,226.00
$
15.0 Mobilization
1 LS
14,554.00
$
14,554.00
$
15.1 Demobilization
1 LS
14,554.00
$
14,554.00
$
15.2 Set Up Water Supplies
1 LS
26,557.00
$
26,557.00
$
15.3 Toilets
18 MO
2,394.33
$
43,098.00
$
15.4 Site Restoration
1 LS
36,238.00
$
36,238.00
$
15.5 Field Offices, Connexes, Facilities AWRF
25 MO
7,304.64
$
182,616.00
$
15.6 Field Offices, Connexes, Facilities OWRF
6 MO
5,217.33
$
31,304.00
$
15.7 Project Staff
68.5 MO
19,741.68
$
1,352,305.00
$
16
BONDS AND INSURANCE
1 LS
228,516.00
$
16.0 BOND
1 LS
65,790.00
$
65,790.00
$
16.1 SUBCONTRACT BONDS
1 LS
47,593.00
$
47,593.00
$
16.2 GL INSURANCE
1 LS
82,238.00
$
82,238.00
$
16.3 BUILDERS RISK INSURANCE
1 LS
32,895.00
$
32,895.00
$
17
TAXES
1 LS
368,995.00
$
17.0 Taxes
1 LS
368,995.00
$
368,995.00
$
18
CONSTRUCTION CONTINGENCY
1 LS
449,999.00
$
18.0 Construction Contingency
1 LS
449,999.00
$
449,999.00
$
19
ALLOWANCES
1 LS
1,099,682.00
$
19.0 Unforeseen Utility Allowance
1 LS
100,000.00
$
100,000.00
$
19.2 MOPO Temporary Power Allowance
1 LS
273,607.00
$
273,607.00
$
19.3 Intel Property Access Allowance
1 LS
26,075.00
$
26,075.00
$
19.4 Owner's Allowance
1 LS
700,000.00
$
700,000.00
$
20
FEE
1 LS
596,225.00
$
20.0 Fee
1 LS
596,225.00
$
596,225.00
$
TOTAL
10,967,208.00
$
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
1
Chandler Reclaim Water Conv
Chandler Reclaim Water Conveyance Improvements Proje
1018 01-Nov-22 A
12-Jul-25
0
Calendar Days
2
Phase 1- On-Site Improvemen
Phase 1- On-Site Improvements
1018 01-Nov-22 A
12-Jul-25
0
Calendar Days
3
Design
Design
381 01-Nov-22 A
31-Oct-23
0
Calendar Days
4
DES1000
Submit 30% Design Price Model
40 01-Nov-22 A
09-Dec-22 A
Calendar Days
5
DES1010
30% Design Received
0 01-Nov-22 A
Calendar Days
6
DES1020
Submit Early Procurement Package GM
35 14-Mar-23 A
20-Apr-23 A
Calendar Days
7
DES1030
Early Procurement Specs Received
0 15-Mar-23 A
Calendar Days
8
DES1040
60% Design Received
0 13-Apr-23 A
Calendar Days
9
DES1050
90% Design Development
84 14-Apr-23 A
20-Jul-23 A
Calendar Days
10
DES1060
Submit 60% Design Price Model
35 14-Apr-23 A
01-Jun-23 A
Calendar Days
11
DES1070
Prepare GMP 2 (From 90% Design)
44 20-Jul-23 A
31-Aug-23 A
Calendar Days
12
DES1080
90% Design Receive
0 20-Jul-23 A
Calendar Days
13
DES1090
Final Design
14 02-Aug-23 A
31-Oct-23
0
Calendar Days
14
General CondiƟons
General CondiƟons
729 21-Apr-23 A
12-Jul-25
0
Calendar Days
15
GMP1-GC1000
GMP 1-Early Procurement - NegoƟaƟon and Council Approval
86 21-Apr-23 A
30-Aug-23 A
Calendar Days
16
GMP1-GC1010
GMP-1 NTP
0 31-Aug-23 A
Calendar Days
17
GMP1-GC1020
GMP-1 Issue Contracts
31 01-Sep-23 A
02-Oct-23 A
Calendar Days
18
GMP2-GC1000
GMP 2-Onsite Imp. ConstrucƟon - Review, NegoƟaƟon, and Council Approval
183 02-Sep-23 A
31-Oct-23
0
Calendar Days
19
GMP2-GC1010
GMP-2 Council Date
37 01-Nov-23
07-Dec-23
0
Calendar Days
20
GMP2-GC1020
GMP 2-NTP
40 08-Dec-23
16-Jan-24
0
Calendar Days
21
GMP2-GC1030
GMP 2-Issue Contracts
30 17-Jan-24
15-Feb-24
0
Calendar Days
22
GMP2-GC1040
GMP 2-Delayed ConsrucƟon MobilizaƟon Start
0 28-Jun-24*
0
Calendar Days
23
GMP2-GC1050
OcoƟllio Complete
0
19-Nov-24*
0
Calendar Days
24
GMP1-GC1030
GMP 1-Delivery CompleƟon
0
14-Feb-25*
0
Calendar Days
25
GMP2-GC1060
GMP 2- SubstanƟal CompleƟon
0
12-Jun-25
0
Calendar Days
26
GMP2-GC1070
Punchlist
30 13-Jun-25
12-Jul-25
0
Calendar Days
27
GMP2-GC1080
Final CompleƟon
0
12-Jul-25
0
Calendar Days
28
Procurement
Procurement
483 03-Oct-23 A
11-Feb-25
106
Calendar Days
29
SubmiƩals
SubmiƩals
205 03-Oct-23 A
09-May-24
354
Calendar Days
30
Prepare & Submit
Prepare & Submit
191 03-Oct-23 A
25-Apr-24
354
Calendar Days
31
GMP1-P&S1000
VT Pumps (Floway)
84 03-Oct-23 A
25-Dec-23
9
Calendar Days
32
GMP1-P&S1010
E-house
84 03-Oct-23 A
25-Dec-23
151
Calendar Days
33
GMP1-P&S1020
Xfmrs (Expedited)
35 18-Oct-23
21-Nov-23
30
Calendar Days
34
GMP1-P&S1030
Control Panels
56 18-Oct-23
12-Dec-23
164
Calendar Days
35
GMP1-P&S1040
MCC (Expedited)
105 18-Oct-23
30-Jan-24
3
Calendar Days
36
GMP1-P&S1050
VFD
70 18-Oct-23
26-Dec-23
10
Calendar Days
37
GMP1-P&S1060
15 kV Switches
42 18-Oct-23
28-Nov-23
147
Calendar Days
38
GMP2-P&S1210
Pipe, Valves, & Fiƫngs
28 16-Feb-24
14-Mar-24
31
Calendar Days
39
GMP2-P&S1220
Electrical Disconnects
28 16-Feb-24
14-Mar-24
145
Calendar Days
40
GMP2-P&S1230
InstrumentaƟon
28 16-Feb-24
14-Mar-24
54
Calendar Days
41
GMP2-P&S1130
OWRF Yard Pipe and Fiƫngs
14 16-Feb-24
29-Feb-24
14
Calendar Days
42
GMP2-P&S1140
OWRF Flow Meter (Badger)
21 16-Feb-24
07-Mar-24
21
Calendar Days
43
GMP2-P&S1150
OWRF Exposed Pipe and Fiƫngs
14 16-Feb-24
29-Feb-24
59
Calendar Days
44
GMP2-P&S1160
OWRF 4" ARVs
14 16-Feb-24
29-Feb-24
31
Calendar Days
45
GMP2-P&S1170
OWRF 4" BFVs
14 16-Feb-24
29-Feb-24
45
Calendar Days
46
GMP2-P&S1180
OWRF Pressure Gauge
14 16-Feb-24
29-Feb-24
59
Calendar Days
47
GMP2-P&S1190
OWRF Cla-Val
14 16-Feb-24
29-Feb-24
66
Calendar Days
48
GMP2-P&S1200
OWRF 20" Plug Valve
14 16-Feb-24
29-Feb-24
0
Calendar Days
49
GMP2-P&S1260
02318 Aggregates
21 16-Feb-24
07-Mar-24
64
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
Submit 30% Design Price Model
30% Design Received
Submit Early Procurement Package GMP-1
Early Procurement Specs Received
60% Design Received
90% Design Development
Submit 60% Design Price Model
Prepare GMP 2 (From 90% Design)
90% Design Receive
Final Design
GMP 1-Early Procurement - NegoƟaƟon and Council Approval
GMP-1 NTP
GMP-1 Issue Contracts
GMP 2-Onsite Imp. ConstrucƟon - Review, NegoƟaƟon, and Council Approval
GMP-2 Council Date
GMP 2-NTP
GMP 2-Issue Contracts
GMP 2-Delayed ConsrucƟon MobilizaƟon Start
OcoƟllio Complete
GMP 1-Delivery CompleƟon
GMP 2- SubstanƟal CompleƟ
Punchlist
Final CompleƟon
VT Pumps (Floway)
E-house
Xfmrs (Expedited)
Control Panels
MCC (Expedited)
VFD
15 kV Switches
Pipe, Valves, & Fiƫngs
Electrical Disconnects
InstrumentaƟon
OWRF Yard Pipe and Fiƫngs
OWRF Flow Meter (Badger)
OWRF Exposed Pipe and Fiƫngs
OWRF 4" ARVs
OWRF 4" BFVs
OWRF Pressure Gauge
OWRF Cla-Val
OWRF 20" Plug Valve
02318 Aggregates
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 1 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
50
GMP2-P&S1270
02319 RipRap
21 16-Feb-24
07-Mar-24
338
Calendar Days
51
GMP2-P&S1280
02371 Filter Fabric
21 16-Feb-24
07-Mar-24
338
Calendar Days
52
GMP2-P&S1290
02480 Landscaping
21 16-Feb-24
07-Mar-24
336
Calendar Days
53
GMP2-P&S1300
02500 Asphalt
21 16-Feb-24
07-Mar-24
336
Calendar Days
54
GMP2-P&S1310
03200 Concrete Reinforcement
21 16-Feb-24
07-Mar-24
68
Calendar Days
55
GMP2-P&S1320
03251 Concrete Joint Materials
21 16-Feb-24
07-Mar-24
68
Calendar Days
56
GMP2-P&S1330
03300 Cast In Place Concrete
21 16-Feb-24
07-Mar-24
68
Calendar Days
57
GMP2-P&S1360
09900 CoaƟngs
21 16-Feb-24
07-Mar-24
361
Calendar Days
58
GMP2-P&S1370
1611 Conduits and Electrical CommodiƟes
21 16-Feb-24
07-Mar-24
12
Calendar Days
59
GMP2-P&S1380
16170 Grounding and Bonding
21 16-Feb-24
07-Mar-24
252
Calendar Days
60
GMP2-P&S1390
16117 Manholes, Handholes, Pull Boxe
21 16-Feb-24
07-Mar-24
12
Calendar Days
61
GMP2-P&S1400
16123 600V Cable
21 16-Feb-24
07-Mar-24
119
Calendar Days
62
GMP2-P&S1410
16305 5 kV Cable
21 16-Feb-24
07-Mar-24
119
Calendar Days
63
GMP2-P&S1430
16611 UPS
21 16-Feb-24
07-Mar-24
261
Calendar Days
64
GMP2-P&S1440
16913 FO Cable
21 16-Feb-24
07-Mar-24
119
Calendar Days
65
GMP2-P&S1450
16290 Electrical Acceptance TesƟng-AWRF
21 16-Feb-24
07-Mar-24
331
Calendar Days
66
GMP2-P&S1460
16290 Electrical Acceptance TesƟng-OWRF
21 16-Feb-24
07-Mar-24
131
Calendar Days
67
GMP2-P&S1470
17456 Programming
21 16-Feb-24
07-Mar-24
131
Calendar Days
68
Revise & Resubmit
Revise & Resubmit
128 20-Dec-23
25-Apr-24
354
Calendar Days
69
GMP1-R&R1000
Xfmrs (Expedited)
14 20-Dec-23
02-Jan-24
30
Calendar Days
70
GMP1-R&R1010
15 kV Switches
14 27-Dec-23
09-Jan-24
147
Calendar Days
71
GMP1-R&R1020
Control Panels
14 10-Jan-24
23-Jan-24
164
Calendar Days
72
GMP1-R&R1040
VT Pumps
14 23-Jan-24
05-Feb-24
9
Calendar Days
73
GMP1-R&R1050
E-house
14 23-Jan-24
05-Feb-24
151
Calendar Days
74
GMP1-R&R1030
VFD
14 24-Jan-24
06-Feb-24
10
Calendar Days
75
GMP1-R&R1060
MCC (Expedited)
14 28-Feb-24
12-Mar-24
3
Calendar Days
76
GMP2-R&R1010
OWRF Yard Pipe and Fiƫngs
14 29-Mar-24
11-Apr-24
14
Calendar Days
77
GMP2-R&R1020
OWRF Exposed Pipe and Fiƫngs
14 29-Mar-24
11-Apr-24
59
Calendar Days
78
GMP2-R&R1030
OWRF 4" ARVs
14 29-Mar-24
11-Apr-24
31
Calendar Days
79
GMP2-R&R1000
OWRF 4" BFVs
14 29-Mar-24
11-Apr-24
45
Calendar Days
80
GMP2-R&R1040
OWRF Pressure Gauge
14 29-Mar-24
11-Apr-24
59
Calendar Days
81
GMP2-R&R1050
OWRF Cla-Val
14 29-Mar-24
11-Apr-24
66
Calendar Days
82
GMP2-R&R1060
OWRF 20" Plug Valve
14 29-Mar-24
11-Apr-24
0
Calendar Days
83
GMP2-R&R1070
OWRF Flow Meter (Badger)
14 05-Apr-24
18-Apr-24
21
Calendar Days
84
GMP2-R&R1110
02318 Aggregates
14 05-Apr-24
18-Apr-24
64
Calendar Days
85
GMP2-R&R1120
02319 RipRap
14 05-Apr-24
18-Apr-24
338
Calendar Days
86
GMP2-R&R1130
02371 Filter Fabric
14 05-Apr-24
18-Apr-24
338
Calendar Days
87
GMP2-R&R1140
02480 Landscaping
14 05-Apr-24
18-Apr-24
336
Calendar Days
88
GMP2-R&R1150
02500 Asphalt
14 05-Apr-24
18-Apr-24
336
Calendar Days
89
GMP2-R&R1160
03200 Concrete Reinforcement
14 05-Apr-24
18-Apr-24
68
Calendar Days
90
GMP2-R&R1170
03251 Concrete Joint Materials
14 05-Apr-24
18-Apr-24
68
Calendar Days
91
GMP2-R&R1180
03300 Cast In Place Concrete
14 05-Apr-24
18-Apr-24
68
Calendar Days
92
GMP2-R&R1200
09900 CoaƟngs
14 05-Apr-24
18-Apr-24
361
Calendar Days
93
GMP2-R&R1210
1611 Conduits and Electrical CommodiƟes
14 05-Apr-24
18-Apr-24
12
Calendar Days
94
GMP2-R&R1220
16170 Grounding and Bonding
14 05-Apr-24
18-Apr-24
252
Calendar Days
95
GMP2-R&R1230
16117 Manholes, Handholes, Pull Boxe
14 05-Apr-24
18-Apr-24
12
Calendar Days
96
GMP2-R&R1240
16123 600V Cable
14 05-Apr-24
18-Apr-24
119
Calendar Days
97
GMP2-R&R1250
16305 5 kV Cable
14 05-Apr-24
18-Apr-24
119
Calendar Days
98
GMP2-R&R1270
16611 UPS
14 05-Apr-24
18-Apr-24
261
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
02319 RipRap
02371 Filter Fabric
02480 Landscaping
02500 Asphalt
03200 Concrete Reinforcement
03251 Concrete Joint Materials
03300 Cast In Place Concrete
09900 CoaƟngs
1611 Conduits and Electrical CommodiƟes
16170 Grounding and Bonding
16117 Manholes, Handholes, Pull Boxes
16123 600V Cable
16305 5 kV Cable
16611 UPS
16913 FO Cable
16290 Electrical Acceptance TesƟng-AWRF
16290 Electrical Acceptance TesƟng-OWRF
17456 Programming
Xfmrs (Expedited)
15 kV Switches
Control Panels
VT Pumps
E-house
VFD
MCC (Expedited)
OWRF Yard Pipe and Fiƫngs
OWRF Exposed Pipe and Fiƫngs
OWRF 4" ARVs
OWRF 4" BFVs
OWRF Pressure Gauge
OWRF Cla-Val
OWRF 20" Plug Valve
OWRF Flow Meter (Badger)
02318 Aggregates
02319 RipRap
02371 Filter Fabric
02480 Landscaping
02500 Asphalt
03200 Concrete Reinforcement
03251 Concrete Joint Materials
03300 Cast In Place Concrete
09900 CoaƟngs
1611 Conduits and Electrical CommodiƟes
16170 Grounding and Bonding
16117 Manholes, Handholes, Pull Boxes
16123 600V Cable
16305 5 kV Cable
16611 UPS
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 2 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
99
GMP2-R&R1280
16913 FO Cable
14 05-Apr-24
18-Apr-24
119
Calendar Days
100
GMP2-R&R1290
16290 Electrical Acceptance TesƟng-AWRF
14 05-Apr-24
18-Apr-24
331
Calendar Days
101
GMP2-R&R1300
16290 Electrical Acceptance TesƟng-OWRF
14 05-Apr-24
18-Apr-24
131
Calendar Days
102
GMP2-R&R1310
17456 Programming
14 05-Apr-24
18-Apr-24
131
Calendar Days
103
GMP2-R&R1080
Pipe, Valves, & Fiƫngs
14 12-Apr-24
25-Apr-24
31
Calendar Days
104
GMP2-R&R1090
Electrical Disconnects
14 12-Apr-24
25-Apr-24
145
Calendar Days
105
GMP2-R&R1100
InstrumentaƟon
14 12-Apr-24
25-Apr-24
54
Calendar Days
106
Engineer IniƟal Review
Engineer IniƟal Review
170 22-Nov-23
09-May-24
354
Calendar Days
107
GMP1-ER1000
Xfmrs (Expedited)
28 22-Nov-23
19-Dec-23
30
Calendar Days
108
GMP1-ER1010
15 kV Switches
28 29-Nov-23
26-Dec-23
147
Calendar Days
109
GMP1-ER1020
Control Panels
28 13-Dec-23
09-Jan-24
164
Calendar Days
110
GMP1-ER1040
VT Pumps
28 26-Dec-23
22-Jan-24
9
Calendar Days
111
GMP1-ER1050
E-house
28 26-Dec-23
22-Jan-24
151
Calendar Days
112
GMP1-ER1030
VFD
28 27-Dec-23
23-Jan-24
10
Calendar Days
113
GMP1-1200
MCC (Expedited)
28 31-Jan-24
27-Feb-24
3
Calendar Days
114
GMP2-ER1010
OWRF Yard Pipe and Fiƫngs
28 01-Mar-24
28-Mar-24
14
Calendar Days
115
GMP2-ER1020
OWRF Exposed Pipe and Fiƫngs
28 01-Mar-24
28-Mar-24
59
Calendar Days
116
GMP2-ER1030
OWRF 4" ARVs
28 01-Mar-24
28-Mar-24
31
Calendar Days
117
GMP2-ER1000
OWRF 4" BFVs
28 01-Mar-24
28-Mar-24
45
Calendar Days
118
GMP2-ER1040
OWRF Pressure Gauge
28 01-Mar-24
28-Mar-24
59
Calendar Days
119
GMP2-ER1050
OWRF Cla-Val
28 01-Mar-24
28-Mar-24
66
Calendar Days
120
GMP2-ER1060
OWRF 20" Plug Valve
28 01-Mar-24
28-Mar-24
0
Calendar Days
121
GMP2-ER1070
OWRF Flow Meter (Badger)
28 08-Mar-24
04-Apr-24
21
Calendar Days
122
GMP2-ER1110
02318 Aggregates
28 08-Mar-24
04-Apr-24
64
Calendar Days
123
GMP2-ER1120
02319 RipRap
28 08-Mar-24
04-Apr-24
338
Calendar Days
124
GMP2-ER1130
02371 Filter Fabric
28 08-Mar-24
04-Apr-24
338
Calendar Days
125
GMP2-ER1140
02480 Landscaping
28 08-Mar-24
04-Apr-24
336
Calendar Days
126
GMP2-ER1150
02500 Asphalt
28 08-Mar-24
04-Apr-24
336
Calendar Days
127
GMP2-ER1160
03200 Concrete Reinforcement
28 08-Mar-24
04-Apr-24
68
Calendar Days
128
GMP2-ER1170
03251 Concrete Joint Materials
28 08-Mar-24
04-Apr-24
68
Calendar Days
129
GMP2-ER1180
03300 Cast In Place Concrete
28 08-Mar-24
04-Apr-24
68
Calendar Days
130
GMP2-ER1200
09900 CoaƟngs
28 08-Mar-24
04-Apr-24
361
Calendar Days
131
GMP2-ER1210
1611 Conduits and Electrical CommodiƟes
28 08-Mar-24
04-Apr-24
12
Calendar Days
132
GMP2-ER1220
16170 Grounding and Bonding
28 08-Mar-24
04-Apr-24
252
Calendar Days
133
GMP2-ER1230
16117 Manholes, Handholes, Pull Boxe
28 08-Mar-24
04-Apr-24
12
Calendar Days
134
GMP2-ER1240
16123 600V Cable
28 08-Mar-24
04-Apr-24
119
Calendar Days
135
GMP2-ER1250
16305 5 kV Cable
28 08-Mar-24
04-Apr-24
119
Calendar Days
136
GMP2-ER1270
16611 UPS
28 08-Mar-24
04-Apr-24
261
Calendar Days
137
GMP2-ER1280
16913 FO Cable
28 08-Mar-24
04-Apr-24
119
Calendar Days
138
GMP2-ER1290
16290 Electrical Acceptance TesƟng-AWRF
28 08-Mar-24
04-Apr-24
331
Calendar Days
139
GMP2-ER1300
16290 Electrical Acceptance TesƟng-OWRF
28 08-Mar-24
04-Apr-24
131
Calendar Days
140
GMP2-ER1310
17456 Programming
28 08-Mar-24
04-Apr-24
131
Calendar Days
141
GMP2-ER1080
Pipe, Valves, and Fiƫngs
28 15-Mar-24
11-Apr-24
31
Calendar Days
142
GMP2-ER1090
Electrical Disconnects
28 15-Mar-24
11-Apr-24
145
Calendar Days
143
GMP2-ER1100
InstrumentaƟon
28 15-Mar-24
11-Apr-24
54
Calendar Days
144
Engineer Final Review
Engineer Final Review
128 03-Jan-24
09-May-24
354
Calendar Days
145
GMP1-FR1000
Xfmrs (Expedited)
14 03-Jan-24
16-Jan-24
30
Calendar Days
146
GMP1-FR1010
15 kV Switches
14 10-Jan-24
23-Jan-24
147
Calendar Days
147
GMP1-FR1020
Control Panels
14 24-Jan-24
06-Feb-24
164
Calendar Days
148
GMP1-FR1040
VT Pumps
14 06-Feb-24
19-Feb-24
9
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
16913 FO Cable
16290 Electrical Acceptance TesƟng-AWRF
16290 Electrical Acceptance TesƟng-OWRF
17456 Programming
Pipe, Valves, & Fiƫngs
Electrical Disconnects
InstrumentaƟon
Xfmrs (Expedited)
15 kV Switches
Control Panels
VT Pumps
E-house
VFD
MCC (Expedited)
OWRF Yard Pipe and Fiƫngs
OWRF Exposed Pipe and Fiƫngs
OWRF 4" ARVs
OWRF 4" BFVs
OWRF Pressure Gauge
OWRF Cla-Val
OWRF 20" Plug Valve
OWRF Flow Meter (Badger)
02318 Aggregates
02319 RipRap
02371 Filter Fabric
02480 Landscaping
02500 Asphalt
03200 Concrete Reinforcement
03251 Concrete Joint Materials
03300 Cast In Place Concrete
09900 CoaƟngs
1611 Conduits and Electrical CommodiƟes
16170 Grounding and Bonding
16117 Manholes, Handholes, Pull Boxes
16123 600V Cable
16305 5 kV Cable
16611 UPS
16913 FO Cable
16290 Electrical Acceptance TesƟng-AWRF
16290 Electrical Acceptance TesƟng-OWRF
17456 Programming
Pipe, Valves, and Fiƫngs
Electrical Disconnects
InstrumentaƟon
Xfmrs (Expedited)
15 kV Switches
Control Panels
VT Pumps
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 3 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
149
GMP1-FR1050
E-house
14 06-Feb-24
19-Feb-24
151
Calendar Days
150
GMP1-FR1030
VFD
14 07-Feb-24
20-Feb-24
10
Calendar Days
151
GMP1-FR1060
MCC (Expedited)
14 13-Mar-24
26-Mar-24
3
Calendar Days
152
GMP2-FR1010
OWRF Yard Pipe and Fiƫngs
14 12-Apr-24
25-Apr-24
14
Calendar Days
153
GMP2-FR1020
OWRF Exposed Pipe and Fiƫngs
14 12-Apr-24
25-Apr-24
59
Calendar Days
154
GMP2-FR1030
OWRF 4" ARVs
14 12-Apr-24
25-Apr-24
31
Calendar Days
155
GMP2-FR1000
OWRF 4" BFVs
14 12-Apr-24
25-Apr-24
45
Calendar Days
156
GMP2-FR1040
OWRF Pressure Gauge
14 12-Apr-24
25-Apr-24
59
Calendar Days
157
GMP2-FR1050
OWRF Cla-Val
14 12-Apr-24
25-Apr-24
66
Calendar Days
158
GMP2-FR1060
OWRF 20" Plug Valve
14 12-Apr-24
25-Apr-24
0
Calendar Days
159
GMP2-FR1070
OWRF Flow Meter (Badger)
14 19-Apr-24
02-May-24
21
Calendar Days
160
GMP2-FR1110
02318 Aggregates
14 19-Apr-24
02-May-24
64
Calendar Days
161
GMP2-FR1120
02319 RipRap
14 19-Apr-24
02-May-24
338
Calendar Days
162
GMP2-FR1130
02371 Filter Fabric
14 19-Apr-24
02-May-24
338
Calendar Days
163
GMP2-FR1140
02480 Landscaping
14 19-Apr-24
02-May-24
336
Calendar Days
164
GMP2-FR1150
02500 Asphalt
14 19-Apr-24
02-May-24
336
Calendar Days
165
GMP2-FR1160
03200 Concrete Reinforcement
14 19-Apr-24
02-May-24
68
Calendar Days
166
GMP2-FR1170
03251 Concrete Joint Materials
14 19-Apr-24
02-May-24
68
Calendar Days
167
GMP2-FR1180
03300 Cast In Place Concrete
14 19-Apr-24
02-May-24
68
Calendar Days
168
GMP2-FR1200
09900 CoaƟngs
14 19-Apr-24
02-May-24
361
Calendar Days
169
GMP2-FR1210
1611 Conduits and Electrical CommodiƟes
14 19-Apr-24
02-May-24
12
Calendar Days
170
GMP2-FR1220
16170 Grounding and Bonding
14 19-Apr-24
02-May-24
252
Calendar Days
171
GMP2-FR1230
16117 Manholes, Handholes, Pull Boxe
14 19-Apr-24
02-May-24
12
Calendar Days
172
GMP2-FR1240
16123 600V Cable
14 19-Apr-24
02-May-24
119
Calendar Days
173
GMP2-FR1250
16305 5 kV Cable
14 19-Apr-24
02-May-24
119
Calendar Days
174
GMP2-FR1270
16611 UPS
14 19-Apr-24
02-May-24
261
Calendar Days
175
GMP2-FR1280
16913 FO Cable
14 19-Apr-24
02-May-24
119
Calendar Days
176
GMP2-FR1290
16290 Electrical Acceptance TesƟng-AWRF
14 19-Apr-24
02-May-24
331
Calendar Days
177
GMP2-FR1300
16290 Electrical Acceptance TesƟng-OWRF
14 19-Apr-24
02-May-24
131
Calendar Days
178
GMP2-FR1310
17456 Programming
14 19-Apr-24
02-May-24
131
Calendar Days
179
GMP2-FR1080
Pipe, Valves, and Fiƫngs
14 26-Apr-24
09-May-24
31
Calendar Days
180
GMP2-FR1090
Electrical Disconnects
14 26-Apr-24
09-May-24
145
Calendar Days
181
GMP2-FR1100
InstrumentaƟon
14 26-Apr-24
09-May-24
54
Calendar Days
182
Fabricate & Deliver
Fabricate & Deliver
392 17-Jan-24
11-Feb-25
106
Calendar Days
183
GMP1-F&D1000
Xfmrs (Expedited)
365 17-Jan-24
15-Jan-25
30
Calendar Days
184
GMP1-F&D1010
15 kV Switches
238 24-Jan-24
17-Sep-24
147
Calendar Days
185
GMP1-F&D1020
Control Panels
210 07-Feb-24
03-Sep-24
164
Calendar Days
186
GMP1-F&D1040
VT Pumps (Floway)
336 20-Feb-24
20-Jan-25
9
Calendar Days
187
GMP1-F&D1050
E-house
210 20-Feb-24
16-Sep-24
151
Calendar Days
188
GMP1-F&D1030
VFD
350 21-Feb-24
04-Feb-25
10
Calendar Days
189
GMP1-F&D1060
MCC (Expedited)
322 27-Mar-24
11-Feb-25
3
Calendar Days
190
GMP2-F&D1010
OWRF Yard Pipe and Fiƫngs
35 26-Apr-24
30-May-24
14
Calendar Days
191
GMP2-F&D1020
OWRF Exposed Pipe and Fiƫngs
56 26-Apr-24
20-Jun-24
59
Calendar Days
192
GMP2-F&D1030
OWRF 4" ARVs
84 26-Apr-24
18-Jul-24
31
Calendar Days
193
GMP2-F&D1000
OWRF 4" BFVs
70 26-Apr-24
04-Jul-24
45
Calendar Days
194
GMP2-F&D1040
OWRF Pressure Gauge
56 26-Apr-24
20-Jun-24
59
Calendar Days
195
GMP2-F&D1050
OWRF Cla-Val
49 26-Apr-24
13-Jun-24
66
Calendar Days
196
GMP2-F&D1060
OWRF 20" Plug Valve
126 26-Apr-24
29-Aug-24
0
Calendar Days
197
GMP2-F&D1070
OWRF Flow Meter
98 03-May-24
08-Aug-24
21
Calendar Days
198
GMP2-F&D1110
02318 Aggregates
30 03-May-24
01-Jun-24
64
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
E-house
VFD
MCC (Expedited)
OWRF Yard Pipe and Fiƫngs
OWRF Exposed Pipe and Fiƫngs
OWRF 4" ARVs
OWRF 4" BFVs
OWRF Pressure Gauge
OWRF Cla-Val
OWRF 20" Plug Valve
OWRF Flow Meter (Badger)
02318 Aggregates
02319 RipRap
02371 Filter Fabric
02480 Landscaping
02500 Asphalt
03200 Concrete Reinforcement
03251 Concrete Joint Materials
03300 Cast In Place Concrete
09900 CoaƟngs
1611 Conduits and Electrical CommodiƟes
16170 Grounding and Bonding
16117 Manholes, Handholes, Pull Boxes
16123 600V Cable
16305 5 kV Cable
16611 UPS
16913 FO Cable
16290 Electrical Acceptance TesƟng-AWRF
16290 Electrical Acceptance TesƟng-OWRF
17456 Programming
Pipe, Valves, and Fiƫngs
Electrical Disconnects
InstrumentaƟon
Xfmrs (Expedited)
15 kV Switches
Control Panels
VT Pumps (Floway)
E-house
VFD
MCC (Expedited)
OWRF Yard Pipe and Fiƫngs
OWRF Exposed Pipe and Fiƫngs
OWRF 4" ARVs
OWRF 4" BFVs
OWRF Pressure Gauge
OWRF Cla-Val
OWRF 20" Plug Valve
OWRF Flow Meter
02318 Aggregates
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 4 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
199
GMP2-F&D1120
02319 RipRap
30 03-May-24
01-Jun-24
338
Calendar Days
200
GMP2-F&D1130
02371 Filter Fabric
30 03-May-24
01-Jun-24
338
Calendar Days
201
GMP2-F&D1140
02480 Landscaping
30 03-May-24
01-Jun-24
336
Calendar Days
202
GMP2-F&D1150
02500 Asphalt
30 03-May-24
01-Jun-24
336
Calendar Days
203
GMP2-F&D1160
03200 Concrete Reinforcement
30 03-May-24
01-Jun-24
68
Calendar Days
204
GMP2-F&D1170
03251 Concrete Joint Materials
30 03-May-24
01-Jun-24
68
Calendar Days
205
GMP2-F&D1180
03300 Cast In Place Concrete
30 03-May-24
01-Jun-24
68
Calendar Days
206
GMP2-F&D1200
09900 CoaƟngs
30 03-May-24
01-Jun-24
361
Calendar Days
207
GMP2-F&D1210
1611 Conduits and Electrical CommodiƟes
30 03-May-24
01-Jun-24
12
Calendar Days
208
GMP2-F&D1220
16170 Grounding and Bonding
30 03-May-24
01-Jun-24
252
Calendar Days
209
GMP2-F&D1230
16117 Manholes, Handholes, Pull Boxe
30 03-May-24
01-Jun-24
12
Calendar Days
210
GMP2-F&D1240
16123 600V Cable
30 03-May-24
01-Jun-24
119
Calendar Days
211
GMP2-F&D1250
16305 5 kV Cable
30 03-May-24
01-Jun-24
119
Calendar Days
212
GMP2-F&D1270
16611 UPS
30 03-May-24
01-Jun-24
261
Calendar Days
213
GMP2-F&D1280
16913 FO Cable
30 03-May-24
01-Jun-24
119
Calendar Days
214
GMP2-F&D1290
16290 Electrical Acceptance TesƟng-AWRF
30 03-May-24
01-Jun-24
331
Calendar Days
215
GMP2-F&D1300
16290 Electrical Acceptance TesƟng-OWRF
30 03-May-24
01-Jun-24
131
Calendar Days
216
GMP2-F&D1310
17456 Programming
30 03-May-24
01-Jun-24
131
Calendar Days
217
GMP2-F&D1080
Pipe, Valves, and Fiƫngs
84 10-May-24
01-Aug-24
31
Calendar Days
218
GMP2-F&D1090
Electrical Disconnects
140 10-May-24
26-Sep-24
145
Calendar Days
219
GMP2-F&D1100
InstrumentaƟon
196 10-May-24
21-Nov-24
54
Calendar Days
220
ConstrucƟon
ConstrucƟon
378 31-May-24
12-Jun-25
0
Calendar Days
221
AWRF
AWRF
350 28-Jun-24
12-Jun-25
0
Calendar Days
222
A1910
Mobilize AWRF
14 28-Jun-24
11-Jul-24
0
Calendar Days
223
A1320
BPS Subgrade Ex
7 12-Jul-24
18-Jul-24
0
Calendar Days
224
A1370
Install Ductbank from Switchgear to E-
9 12-Jul-24
20-Jul-24
124
Calendar Days
225
A1160
Under Slab Conduit
10 19-Jul-24
28-Jul-24
0
Calendar Days
226
A1900
E-house Slope Subgrade Prep/Over Ex
7 19-Jul-24
25-Jul-24
38
Calendar Days
227
A1920
Install Ductbank E-house to EMH-RW-0
13 21-Jul-24
02-Aug-24
124
Calendar Days
228
A1170
Slab Drain Piping
7 29-Jul-24
04-Aug-24
0
Calendar Days
229
A1940
Install Ductbank CMH-RW3-01 to CMH
17 03-Aug-24
19-Aug-24
124
Calendar Days
230
A1330
BPS Subgrade Prep
7 05-Aug-24
11-Aug-24
0
Calendar Days
231
A1180
FPRS Pump StaƟon SOG 1
10 12-Aug-24
21-Aug-24
0
Calendar Days
232
A2710
Install Ductbank CMH-RW3-01 to CMH
17 20-Aug-24
05-Sep-24
124
Calendar Days
233
A1290
FRPS Pump StaƟon SOG 2
11 22-Aug-24
01-Sep-24
0
Calendar Days
234
DLB1000
DLB 42" STA 13+76 to 12+01
9 02-Sep-24
10-Sep-24
0
Calendar Days
235
A1380
BPS 42" Header
10 02-Sep-24
11-Sep-24
125
Calendar Days
236
A1960
Install Ductbank CMH-RW3-02 to BPS
15 06-Sep-24
20-Sep-24
124
Calendar Days
237
DLB1010
DLB 42" 12+01 to 10+26
9 11-Sep-24
19-Sep-24
0
Calendar Days
238
DLB1020
DLB 42" 10+26 to 9+01
6 20-Sep-24
25-Sep-24
0
Calendar Days
239
A1950
Install Ductbank CMH-RW3-02 to ExisƟng Elect Building
17 21-Sep-24
07-Oct-24
124
Calendar Days
240
DLB1030
Intermediate Tie In 42" & 30"
5 26-Sep-24
30-Sep-24
0
Calendar Days
241
DLB1040
DLB 30" 9+01 to 8+51
4 01-Oct-24
04-Oct-24
0
Calendar Days
242
DLB1050
DLB 8+51 to 6+76
9 05-Oct-24
13-Oct-24
0
Calendar Days
243
DLB1060
DLB 6+76 to 5+01
9 14-Oct-24
22-Oct-24
0
Calendar Days
244
DLB1070
DLB 5+01 to 3+26
9 23-Oct-24
31-Oct-24
0
Calendar Days
245
DLB1080
DLB 3+26 to 1+51
9 01-Nov-24
09-Nov-24
0
Calendar Days
246
DLB1090
DLB 1+51 to 0
9 10-Nov-24
18-Nov-24
0
Calendar Days
247
DLB 1100
Tie In-Queen Creek Rd
3 19-Nov-24
21-Nov-24
0
Calendar Days
248
A1210
BPS Exposed Mechanical PMP-09
8 22-Nov-24
29-Nov-24
54
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
02319 RipRap
02371 Filter Fabric
02480 Landscaping
02500 Asphalt
03200 Concrete Reinforcement
03251 Concrete Joint Materials
03300 Cast In Place Concrete
09900 CoaƟngs
1611 Conduits and Electrical CommodiƟes
16170 Grounding and Bonding
16117 Manholes, Handholes, Pull Boxes
16123 600V Cable
16305 5 kV Cable
16611 UPS
16913 FO Cable
16290 Electrical Acceptance TesƟng-AWRF
16290 Electrical Acceptance TesƟng-OWRF
17456 Programming
Pipe, Valves, and Fiƫngs
Electrical Disconnects
InstrumentaƟon
Mobilize AWRF
BPS Subgrade Ex
Install Ductbank from Switchgear to E-house
Under Slab Conduit
E-house Slope Subgrade Prep/Over Ex
Install Ductbank E-house to EMH-RW-01 and CMH-RW3-01
Slab Drain Piping
Install Ductbank CMH-RW3-01 to CMH-RW3-02 South
BPS Subgrade Prep
FPRS Pump StaƟon SOG 1
Install Ductbank CMH-RW3-01 to CMH-RW3-02 North
FRPS Pump StaƟon SOG 2
DLB 42" STA 13+76 to 12+01
BPS 42" Header
Install Ductbank CMH-RW3-02 to BPS
DLB 42" 12+01 to 10+26
DLB 42" 10+26 to 9+01
Install Ductbank CMH-RW3-02 to ExisƟng Elect Building
Intermediate Tie In 42" & 30"
DLB 30" 9+01 to 8+51
DLB 8+51 to 6+76
DLB 6+76 to 5+01
DLB 5+01 to 3+26
DLB 3+26 to 1+51
DLB 1+51 to 0
Tie In-Queen Creek Rd
BPS Exposed Mechanical PMP-09
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 5 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
249
A1840
Fill E-House Area
14 22-Nov-24
05-Dec-24
0
Calendar Days
250
A1230
BPS Exposed Mechanical PMP-10
7 30-Nov-24
06-Dec-24
54
Calendar Days
251
A1830
Ex E-house SOG
4 06-Dec-24
09-Dec-24
0
Calendar Days
252
A1270
E-house below grade Conduit
35 10-Dec-24
13-Jan-25
0
Calendar Days
253
A1400
15 kV Switchgear Excavate SOG
7 10-Dec-24
16-Dec-24
15
Calendar Days
254
A1440
15 kV Switchgear DB & Conduit Stub U
21 17-Dec-24
06-Jan-25
15
Calendar Days
255
A1450
15 kV Switchgear Backfil
5 07-Jan-25
11-Jan-25
15
Calendar Days
256
A1460
15 kV Switchgear Subgrade Prep
5 12-Jan-25
16-Jan-25
15
Calendar Days
257
A1860
E-House Sub Prep
5 14-Jan-25
18-Jan-25
0
Calendar Days
258
A1470
15 kV Switchgear FRPS SOG
11 17-Jan-25
27-Jan-25
15
Calendar Days
259
A1970
E-House SOG 1
11 19-Jan-25
29-Jan-25
0
Calendar Days
260
A1190
Set VT Pumps
6 21-Jan-25
26-Jan-25
9
Calendar Days
261
A1220
FRPS Pipe Supports
14 27-Jan-25
09-Feb-25
9
Calendar Days
262
A1480
15 kv Switchgear Set
7 28-Jan-25
03-Feb-25
15
Calendar Days
263
A1850
E-house SOG 2
10 30-Jan-25
08-Feb-25
0
Calendar Days
264
A1870
Set E-House
3 09-Feb-25
11-Feb-25
6
Calendar Days
265
A1360
Install E-house and Gear Grounding
15 09-Feb-25
23-Feb-25
0
Calendar Days
266
A1200
BPS Exposed Conduit PMP-RW-010
10 10-Feb-25
19-Feb-25
9
Calendar Days
267
A1300
Set Xmfrs-Intall E-house Equipment
21 12-Feb-25
04-Mar-25
6
Calendar Days
268
A1340
BPS Exposed Conduit Pump PMP-RW-
10 20-Feb-25
01-Mar-25
9
Calendar Days
269
A1350
Install BPS Grounding
15 24-Feb-25
10-Mar-25
0
Calendar Days
270
A1880
Pull Conductors
14 11-Mar-25
24-Mar-25
0
Calendar Days
271
A2200
Make TerminaƟons
14 25-Mar-25
07-Apr-25
0
Calendar Days
272
A1930
Electrical Checkout
14 08-Apr-25
21-Apr-25
0
Calendar Days
273
A2210
Green Tag
7 22-Apr-25
28-Apr-25
0
Calendar Days
274
A1890
Energize Site
5 29-Apr-25
03-May-25
0
Calendar Days
275
A1310
Startup and TesƟng
40 04-May-25
12-Jun-25
0
Calendar Days
276
A1980
Site RestoraƟon
40 04-May-25
12-Jun-25
0
Calendar Days
277
A1390
AWRF CoaƟngs
15 04-May-25
18-May-25
25
Calendar Days
278
OWRF
OWRF
176 31-May-24
22-Nov-24
202
Calendar Days
279
A1760
Mobilize Ocoƫllo
14 31-May-24*
13-Jun-24
0
Calendar Days
280
A1520
Yard Ductbank SecƟon 1 (ASR to Handholes)
10 14-Jun-24
23-Jun-24
0
Calendar Days
281
A1780
DLB Intel Flow Control to 24" RW
11 14-Jun-24
24-Jun-24
0
Calendar Days
282
A1530
Yard Ductbank SecƟon 2
10 24-Jun-24
03-Jul-24
0
Calendar Days
283
A2240
DLB 20" RW to Intel Flow Control
14 25-Jun-24
08-Jul-24
5
Calendar Days
284
A1790
Yard Ductbank SecƟon 3
10 04-Jul-24
13-Jul-24
0
Calendar Days
285
A1770
Hot Tap-24" RW
3 09-Jul-24
11-Jul-24
5
Calendar Days
286
A2230
Hot Tap-20" RW
3 12-Jul-24
14-Jul-24
5
Calendar Days
287
A1550
Yard Ductbank-SecƟon 4 (To FCS)
10 14-Jul-24
23-Jul-24
0
Calendar Days
288
A2160
Site RestoraƟon
20 19-Oct-24
07-Nov-24
202
Calendar Days
289
A2300
OWRF CoaƟngs
15 08-Nov-24
22-Nov-24
202
Calendar Days
290
Intel Flow Control Structure
Intel Flow Control Structure
128 15-Jul-24
19-Nov-24
170
Calendar Days
291
A2110
Exc. SOGs
4 15-Jul-24
18-Jul-24
5
Calendar Days
292
A2120
Below Grade Conduit
7 24-Jul-24
30-Jul-24
0
Calendar Days
293
A2250
CLSM Backfill
5 31-Jul-24
04-Aug-24
0
Calendar Days
294
A2130
SOG Subgrade Prep
4 05-Aug-24
08-Aug-24
0
Calendar Days
295
A2140
FRPS SOG
10 09-Aug-24
18-Aug-24
0
Calendar Days
296
A2150
Exposed Mechanical (North)
11 19-Aug-24
29-Aug-24
0
Calendar Days
297
A2280
Exposed Mechanical (South)
11 30-Aug-24
09-Sep-24
0
Calendar Days
298
A2170
Exposed Conduits-FCS
14 10-Sep-24
23-Sep-24
0
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
Fill E-House Area
BPS Exposed Mechanical PMP-10
Ex E-house SOG
E-house below grade Conduit
15 kV Switchgear Excavate SOG
15 kV Switchgear DB & Conduit Stub Ups
15 kV Switchgear Backfil
15 kV Switchgear Subgrade Prep
E-House Sub Prep
15 kV Switchgear FRPS SOG
E-House SOG 1
Set VT Pumps
FRPS Pipe Supports
15 kv Switchgear Set
E-house SOG 2
Set E-House
Install E-house and Gear Grounding
BPS Exposed Conduit PMP-RW-010
Set Xmfrs-Intall E-house Equipment
BPS Exposed Conduit Pump PMP-RW-0
Install BPS Grounding
Pull Conductors
Make TerminaƟons
Electrical Checkout
Green Tag
Energize Site
Startup and TesƟng
Site RestoraƟon
AWRF CoaƟngs
Mobilize Ocoƫllo
Yard Ductbank SecƟon 1 (ASR to Handholes)
DLB Intel Flow Control to 24" RW
Yard Ductbank SecƟon 2
DLB 20" RW to Intel Flow Control
Yard Ductbank SecƟon 3
Hot Tap-24" RW
Hot Tap-20" RW
Yard Ductbank-SecƟon 4 (To FCS)
Site RestoraƟon
OWRF CoaƟngs
Exc. SOGs
Below Grade Conduit
CLSM Backfill
SOG Subgrade Prep
FRPS SOG
Exposed Mechanical (North)
Exposed Mechanical (South)
Exposed Conduits-FCS
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 6 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
#
AcƟvity ID
AcƟvity Name
Original
DuraƟon
Start
Finish
Total
Float
Calendar
299
A2290
Exposed Conduits-ASR
5 24-Sep-24
28-Sep-24
0
Calendar Days
300
A2180
Pull Conductors
7 29-Sep-24
05-Oct-24
0
Calendar Days
301
A2260
Make TerminaƟons
5 06-Oct-24
10-Oct-24
0
Calendar Days
302
A2190
Drainage Grading
5 11-Oct-24
15-Oct-24
202
Calendar Days
303
A2270
Startup & TesƟng
40 11-Oct-24
19-Nov-24
0
Calendar Days
304
A2220
Place Rip Rap
3 16-Oct-24
18-Oct-24
202
Calendar Days
N
D Jan
F
M Apr M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct
N
D Jan
F
M
A
M Jun Jul
A
S Oct N
2023
2024
2025
Exposed Conduits-ASR
Pull Conductors
Make TerminaƟons
Drainage Grading
Startup & TesƟng
Place Rip Rap
PCL Construction
Chandler Reclaim Water Conveyance Improvements Project-GMP-2 Schedule D*
Data Date: 18-Oct-23
Print Date: 24-Oct-23
Page 7 of 7
Actual Work
Remaining Work
Critical Remaining Work
Remaining Level of Effort
Actual Level of Effort
Milestone
GMP #2
Specification Section
Specification Title
# of Pages
Dated
Jul-23
01010
SUMMARY OF WORK
4
Jul-23
01012
PLANT OPERATION DURING
CONSTRUCTION
14
Jul-23
01013
ENGINEERING SERVICES
2
Jul-23
01040
COORDINATION
2
Jul-23
01050
FIELD ENGINEERING/SURVEYING
1
Jul-23
01090
REFERENCE STANDARDS/ABBREVIATIONS
5
Jul-23
01201
PRE-CONSTRUCTION CONFERENCE
2
Jul-23
01202
PROGRESS MEETINGS
2
Jul-23
01300
SUBMITTALS
60
Jul-23
01310
PROGRESS SCHEDULE
10
Jul-23
01380
CONSTRUCTION PHOTOGRAPHS
3
Jul-23
01400
QUALITY CONTROL
2
Jul-23
01410
TESTING
1
Jul-23
01412
STORMWATER POLLUTION PREVENTION
PLAN AND PERMIT
3
Jul-23
01414
EARTHMOVING AND DUST CONTROL
2
Jul-23
01451
TESTING LABORATORY SERVICES
FURNISHED BY OWNER
3
Jul-23
01500
CONSTRUCTION FACILITIES AND
TEMPORARY CONTROLS
13
Jul-23
01640
MATERIALS AND EQUIPMENT
5
Jul-23
01650
STARTING OF SYSTEMS
9
Jul-23
01660
FIELD TESTS OF EQUIPMENT
3
Jul-23
01700
CONTRACT CLOSEOUT
2
Jul-23
01710
CLEANING
3
Jul-23
01720
RECORD DOCUMENTS
4
Jul-23
01730
OPERATION AND MAINTENANCE DATA
4
Jul-23
01750
SPARE PARTS AND MAINTENANCE
2
Jul-23
LIST OF TECHNICAL SPECIFICATIONS
CITY OF CHANDLER
RECLAIMED WATER CONVEYANCE IMPROVEMENTS PROJECT COC PROJECT NO. WW2206.401
DIVISION 1 - GENERAL REQUIREMENTS
Specification Section
Specification Title
# of Pages
Dated
01800
EQUIPMENT SCHEDULE
4
Jul-23
01821
INSTRUCTION OF OPERATIONS AND
MAINTENANCE PERSONNEL
6
Jul-23
02050
DEMOLITIONS
7
Jul-23
02100
SITE PREPARATION
5
Jul-23
02150
SHORING
3
Jul-23
02315
EARTHWORK, EXCAVATION, AND
BACKFILL
21
Jul-23
02318
CRUSHED STONE, GRAVEL, AND
DECOMPOSED GRANITE
3
Jul-23
02319
RIPRAP
3
Jul-23
02371
FILTER FABRIC FOR RIPRAP CHANNELS
4
Jul-23
02480
LANDSCAPE
12
Jul-23
02500
ASPHALT PAVEMENT
3
Jul-23
02580
PAVEMENT MARKINGS
3
Jul-23
02751
PORTLAND CEMENT CONCRETE PAVING
7
Jul-23
03100
CONCRETE FORMWORK
10
Jul-23
03200
CONCRETE REINFORCEMENT
8
Jul-23
03251
CONCRETE JOINTS
11
Jul-23
03300
CAST-IN-PLACE CONCRETE
23
Jul-23
03600
GROUT
8
Jul-23
05051
ANCHOR BOLTS, TOGGLE BOLTS, AND
CONCRETE INSERTS
7
Jul-23
05500
METAL FABRICATIONS
9
Jul-23
DIVISION 6 - WOOD AND PLASTICS (NOT USED)
DIVISION 7 - THERMAL AND MOISTURE PROTECTION (NOT USED)
DIVISION 4 – MASONRY (NOT USED)
DIVISION 5 - METALS
DIVISION 1 - GENERAL REQUIREMENTS (CONT’D)
DIVISION 2 - SITE CONSTRUCTION
DIVISION 3 - CONCRETE
Specification Section
Specification Title
# of Pages
Dated
09900
PAINTING
22
Jul-23
09920
COATING SYSTEMS
8
Jul-23
10400
EQUIPMENT IDENTIFICATION PLATES
5
Jul-23
10425
SIGNS
7
Jul-23
10523
FIRE PROTECTION SPECIALTIES
1
Jul-23
11295
HYDRAULIC VALVES
10
Jul-23
11310
VERTICAL TURBINE PUMPS (GMP 1)
13122
PRE-ENGINEERED BUILDING (GMP 1)
13447
ELECTRIC MOTOR ACTUATORS
12
Jul-23
15010
BASIC MECHANICAL REQUIREMENTS
3
Jul-23
15030
CLEANING MECHANICAL SYSTEMS
1
Jul-23
15050
PIPING SYSTEMS
17
Jul-23
15051
BURIED PIPING INSTALLATION
15
Jul-23
15052
EXPOSED PIPING INSTALLATION
12
Jul-23
15061
DUCTILE IRON PIPE
8
Jul-23
15062
STEEL PIPE
7
Jul-23
15119
SPECIALTY VALVES
7
Jul-23
15120
PIPING SPECIALTIES AND ACCESSORIES
6
Jul-23
15140
SUPPORTS AND ANCHORS
6
Jul-23
15260
PIPING INSULATION
5
Jul-23
15290
DUCT WORK INSULATION
4
Jul-23
DIVISION 14 - HOISTING AND CONVEYING SYSTEMS (NOT USED)
DIVISION 15 - MECHANICAL
DIVISION 12 – FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 9 - FINISHING
DIVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT
DIVISION 8 - DOORS AND WINDOWS (NOT USED)
Specification Section
Specification Title
# of Pages
Dated
15781
AIR CONDITIONING UNIT
2
Jul-23
15890
DUCT WORK
4
Jul-23
15910
DUCT WORK ACCESSORIES
3
Jul-23
15936
AIR OUTLETS AND INLETS
2
Jul-23
15982
LINE VOLTAGE THERMOSTAT
4
Jul-23
15990
TESTING, ADJUSTING, AND BALANCING
3
Jul-23
16000
GENERAL ELECTRICAL REQUIREMENTS
10
Jul-23
16001
PACKAGED SYSTEMS AND PACKAGED
CONTROL PANELS
4
Jul-23
16010
ELECTRICAL: BASIC REQUIREMENTS
8
Jul-23
16050
BASIC MATERIALS AND METHODS
3
Jul-23
16060
ELECTRICAL DEMOLITION
3
Jul-23
16062
LIGHTNING PROTECTION
8
Jul-23
16111
CONDUITS
6
Jul-23
16117
CONCRETE MANHOLES, HANDHOLES AND
PULL BOXES
9
Jul-23
16123
600 VOLT CLASS CABLE
5
Jul-23
16124
INSTRUMENTATION CLASS CABLE
3
Jul-23
16130
OUTLET, PULL, AND JUNCTION BOXES
5
Jul-23
16137
UNDERGROUND DUCT BANKS
4
Jul-23
16141
WIRING DEVICES
6
Jul-23
16142
WEATHERPROOF WHILE IN USE OUTLET
ENCLOSURES
3
Jul-23
16143
TERMINAL BLOCKS
3
Jul-23
16160
ENCLOSURES
2
Jul-23
16161
CONTROL PANELS
34
Jul-23
16170
GROUNDING AND BONDING
9
Jul-23
16190
SUPPORTING DEVICES
5
Jul-23
16195
ELECTRICAL IDENTIFICATION
6
Jul-23
16225
ELECTRIC MOTORS 250 HORSEPOWER OR
LESS (GMP 1)
16282
SURGE PROTECTIVE DEVICE
5
Jul-23
16307
15000 VOLT CLASS CABLE
6
Jul-23
16321
OIL FILLED SUBSTATION TRANSFORMERS (GMP 1)
16435
PAD-MOUNTED SWITCHGEAR (GMP 1)
DIVISION 15 – MECHANICAL (CONT’D)
DIVISION 16 - ELECTRICAL
Specification Section
Specification Title
# of Pages
Dated
16440
DISCONNECT SWITCHES
2
Jul-23
16461
TRANSFORMERS - DRY TYPE (GMP 1)
16470
PANELBOARDS
8
Jul-23
16477
600 V FUSES
4
Jul-23
16481
MOTOR CONTROL CENTERS (MCC) (GMP 1)
16485
VARIABLE FREQUENCY DRIVES – LOW
VOLTAGE (GMP 1)
16500
LIGHTING
5
Jul-23
16611
STATIC UNINTERRUPTIBLE POWER SUPPLY
3
Jul-23
16720
FIRE SURVEILLANCE AND ALARM SYSTEM
7
Jul-23
16912
ETHERNET NETWORK EQUIPMENT
4
Jul-23
16913
SINGLE MODE FIBER OPTIC CABLING
9
Jul-23
16920
ELECTRICAL ACCEPTANCE TESTING
8
Jul-23
16951
SHORT CIRCUIT, COORDINATION AND ARC
FLASH HAZARD REPORT
5
Jul-23
17000
INSTRUMENTATION
14
Jul-23
17111
FLOAT SWITCHES
3
Jul-23
17120
PRESSURE TRANSMITTERS
3
Jul-23
17121
PRESSURE SWITCHES AND GAUGES
4
Jul-23
17137
MAGNETIC FLOW METERS
5
Jul-23
17138
INSERTION MASS FLOW METERS
3
Jul-23
17150
LIMIT AND POSITION SWITCHES
4
Jul-23
17221
ELECTRONIC 4 –20 MA INDICATORS
3
Jul-23
17222
SIGNAL CONDITIONERS (NOT INCLUDED)
17451
MODICON M340 PROGRAMMABLE LOGIC
CONTROLLER SYSTEM
7
Jul-23
17452
MODICON UNITY PLC SYSTEM SOFTWARE
AND ACCESSORIES
7
Jul-23
17454
OPERATIONS AND CONTROL
DESCRIPTIONS
8
Jul-23
17456
PROGRAMMING GENERAL
5
Jul-23
17670
PROCESS CONTROL SYSTEM INSTRUMENT
INDEX
1
Jul-23
DIVISION 17 – INSTRUMENTATION
DIVISION 16 – ELECTRICAL (CONT’D)
LIST OF DRAWINGS
GMP #2
CITY OF CHANDLER
RECLAIMED WATER CONVEYANCE IMPORVEMENTS PROJECT
PROJECT NO. WW2206.401
GENERAL
SHEET #
SHEET NAME
DATED
G-1
COVER
Jul-23
G-2
SHEET INDEX
Jul-23
G-3
GENERAL NOTES - 1
Jul-23
G-4
GENERAL NOTES - 2
Jul-23
G-5
LEGENDS, SYMBOLS, ABBREVIATIONS, AND CODES
Jul-23
G-6
AWRF HYDRAULIC PROFILE
Jul-23
G-7
OWRF HYDRAULIC PROFILE
Jul-23
G-8
AWRF PROCESS SCHEMATIC
Jul-23
G-9
OWRF PROCESS SCHEMATIC
Jul-23
DEMOLITION
SHEET #
SHEET NAME
DATED
D-1.01
AWRF - OVERALL DEMOLITION PLAN
Jul-23
D-1.02
AWRF - PARTIAL DEMOLITION PLAN - 1
Jul-23
D-1.03
AWRF - PARTIAL DEMOLITION PLAN - 2
Jul-23
D-1.04
AWRF - PARTIAL DEMOLITION PLAN - 3
Jul-23
CIVIL
SHEET #
SHEET NAME
DATED
C-1.0
AWRF- SURVEY CONTROL SHEET
Jul-23
C-1.01
AWRF - OVERALL SITE PLAN
Jul-23
C-1.02
AWRF - PARTIAL SITE PLAN - 1
Jul-23
C-1.21
AWRF - OVERALL YARD PIPING PLAN
Jul-23
C-1.22
AWRF - PARTIAL YARD PIPING PLAN - 1
Jul-23
C-1.23
AWRF - PARTIAL YARD PIPING PLAN - 2
Jul-23
C-1.24
AWRF - PARTIAL YARD PIPING PLAN - 3
Jul-23
C-1.25
AWRF - PARTIAL YARD PIPING PLAN - 4
Jul-23
C-1.41
AWRF - GRADING AND DRAINAGE OVERALL SITE PLAN
Jul-23
C-1.42
AWRF - GRADING AND DRAINAGE SITE PLAN - 1
Jul-23
C-1.91
AWRF - YARD PIPING PROFILE
Jul-23
C-3.0
OWRF - SURVEY CONTROL SHEET
Jul-23
C-3.01
OWRF - OVERALL SITE PLAN
Jul-23
C-3.02
OWRF - PARTIAL SITE PLAN - 1
Jul-23
C-3.21
OWRF - OVERALL YARD PIPING PLAN
Jul-23
C-3.22
OWRF - PARTIAL YARD PIPING PLAN - 1
Jul-23
C-3.41
OWRF - GRADING AND DRAINAGE OVERALL SITE PLAN
Jul-23
C-3.42
OWRF - GRADING AND DRAINAGE SITE PLAN - 1
Jul-23
C-3.91
OWRF - YARD PIPING PROFILE
Jul-23
MECHANICAL
SHEET #
SHEET NAME
DATED
M-1.01
AWRF - RECLAIMED WATER PUMP STATION RENDERING
Jul-23
M-1.02
AWRF - RECLAIMED WATER PUMP STATION PLAN
Jul-23
M-1.03
AWRF - RECLAIMED WATER PUMP STATION SECTIONS
Jul-23
M-3.01
OWRF - INTEL FLOW CONTROL STRUCTURE RENDERING
Jul-23
M-3.02
OWRF - INTEL FLOW CONTROL STRUCTURE PLAN AND SECTION
Jul-23
M-7.01
TYPICAL DETAILS - 1
Jul-23
M-7.02
TYPICAL DETAILS - 2
Jul-23
M-7.03
TYPICAL DETAILS - 3
Jul-23
STRUCTURAL
SHEET #
SHEET NAME
DATED
S-1
GENERAL STRUCTURAL DETAILS - 1
Jul-23
S-2
GENERAL STRUCTURAL DETAILS - 2
Jul-23
S-3
GENERAL STRUCTURAL DETAILS - 3
Jul-23
S-4
STANDARD SECTIONS AND DETAILS - 1
Jul-23
S-5
STANDARD SECTIONS AND DETAILS - 2
Jul-23
S-1.01
RECLAIMED WATER PUMP STATION PLAN AND SECTION
Jul-23
S-1.10
ELECTRICAL BUILDING PLAN
Jul-23
S-1.11
ELECTRICAL BUILDING SECTION AND DETAILS
Jul-23
S-1.21
INTEL FLOW CONTROL PLAN AND SECTION
Jul-23
ELECTRICAL
SHEET #
SHEET NAME
DATED
E-1.00
ELECTRICAL SYMBOLS AND LEGEND
Jul-23
E-1.01
AWRF OVERALL ELECTRICAL SITE PLAN
Jul-23
E-1.02
AWRF PARTIAL SITE PLAN
Jul-23
E-1.21
AWRF OVERALL SINGLE LINE DIAGRAM DEMOLITION
Jul-23
E-1.22
AWRF OVERALL SINGLE LINE DIAGRAM MODIFICATIONS
Jul-23
E-1.23
AWRF MCC-RW3 SINGLE LINE DIAGRAM
Jul-23
E-1.24
PANEL SCHEDULE - NEW ELECTRICAL BUILDING
Jul-23
E-1.41
AWRF RECLAIMED WATER AREA DEMOLITION POWER PLAN
Jul-23
E-1.42
AWRF RECLAIMED WATER AREA ADDITIONS POWER PLAN
Jul-23
E-1.43
AWRF RECLAIMED WATER AREA ADDITIONS GROUNDING AND LIGHTING PLAN
Jul-23
E-1.44
AWRF RECLAIMED WATER PUMP STATION MODIFICATIONS
Jul-23
E-1.51
POWER CONDUIT BLOCK DIAGRAMS
Jul-23
E-1.52
CONTROL CONDUIT BLOCK DIAGRAMS
Jul-23
E-1.61
AWRF RELAIMED WATER PUMP STATION SCHEMATIC DIAGRAM - 1
Jul-23
E-1.62
AWRF RELAIMED WATER PUMP STATION SCHEMATIC DIAGRAM - 2
Jul-23
E-3.01
OWRF OVERALL ELECTRICAL SITE PLAN
Jul-23
E-3.02
OWRF PARTIAL SITE ELECTRICAL PLAN - 1
Jul-23
E-3.21
OWRF PANEL SCHEDULES MODIFICATIONS
Jul-23
E-3.41
INTEL FLOW CONTROL STRUCTURE ELECTRICAL PLAN
Jul-23
E-6.01
STANDARD ELECTRICAL DETAILS 1
Jul-23
E-6.02
STANDARD ELECTRICAL DETAILS 2
Jul-23
E-6.03
STANDARD ELECTRICAL DETAILS 3
Jul-23
E-6.04
STANDARD ELECTRICAL DETAILS 4
Jul-23
INSTRUMENTAL
SHEET #
SHEET NAME
DATED
I-0.00
INSTRUMENTATION STANDARD SYMBOLS AND LEGEND
Jul-23
I-1.01
AWRF ETHERNET COMMUNICATION ARCHITECTURE
Jul-23
I-2.01
AWRF RECLAIMED WATER PUMP STATION MODIFICATIONS P&ID - 1
Jul-23
I-2.02
AWRF RECLAIMED WATER PUMP STATION MODIFICATIONS P&ID - 2
Jul-23
I-3.01
INTEL FLOW CONTROL STRUCTURE P&ID
Jul-23
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Section 6
CMAR Deliverables
RECLAIMED WATER CONVEYANCE IMPROVEMENTS
PROJECT NO. WW2206.401 – GMP 2
CHANDLER, ARIZONA
JULY 24, 2023 – Submitted plan to City of Chandler
PROCURMENT
SELECTION PLAN
INTRODUCTION
The purpose of this document is to provide detail of PCL Procurement Plan procedure
related to subcontractor and supplier selection for GMP 2. The following sections detail
our procurement approach for this phase of the project:
1)
Subcontractor and Supplier Work Package Defintion
2)
PCL Self-Perform Scopes
3)
Prequalification Process
4)
Bid Solicitation Process
5)
Bid Openings
6)
Bid Evaluation Process
7)
Key Dates
1) SUBCONTRACTOR AND SUPPLIER WORK PACKAGE
DEFINITION
After reviewing the 90% documents, the project team determined the appropriate work
categories for the GMP 2 bid packages. The bid package approach consists of smaller
packages to encourage the maximum subcontractor bid participation. The matrix
(scopes and subcontractor/suppliers) will be finalized after receiving input from City of
Chandler. A list of the bid packages and subcontractors and suppliers that will be invited
to bid is attached.
2) PCL SELF-PERFORM SCOPES
In order to control the schedule and maintain direct control over the critical scopes of
work, PCL will self-perform:
Site Work and Demolition
Forming and Placing Structural Concrete
Underground Pipe, Process Mechanical, and Process Equipment Installation
2
PCL will provide detailed, open-book pricing for all self-performed scopes of work. The
major scopes of supply (concrete readymix, rebar, process equipment, and piping
materials) will be competitively bid as shown in the Selection Matrix.
3) PREQUALIFICATION PROCESS
A project team’s success depends upon selecting reliable and highly qualified
subcontractor partners. For this reason, PCL reviews subcontractors financials to pre-
qualify subcontractors through our Subcontractor default insurance programs.
The process requires Subcontractors to provide key financial information, licenses held,
and their current Experience Modification Rating (EMR) score for safety.
Upon completion of this process, a maximum contract amount is established for the
subcontractor. If the anticipated scope of work is going to be over the maximum
contract amount or their current EMR score is over 1.0, PCL will complete another
evaluation to establish the risk for using this company on the project and will have to be
approved by PCL’s Senior Management Team. In order to expedite the prequalification
process for GMP 2, PCL may request the subcontractor provide a bonding capacity
letter and current EMR rate for immediate review and approval.
4) BID SOLICITATION PROCESS
PCL will solicit all bids and track the communication from all potential bidders by using a
software program called SmartBid. PCL will create a project within the system that will
provide the bidder with an overview of the project, the official bid date, instructions to
bid, and location of the bid submission/opening. In addition to this information, PCL will
upload all necessary bid documents including but not limited to specifications, contract
drawings, relevant bid exhibits, addendums, and bid forms. All communication
regarding bid addendums, requests for information, and any project notes will be sent
through SmartBid as well.
5) BID OPENINGS
All bids will be received by PCL via the SmartBid platform. All submissions will be
recorded by bid package including the company’s name and the amount submitted by
the bidder. Any bid that is received after the bid time will be considered late and may
not be considered for evaluation. All required documentation that is requested to be
submitted with the bid will then enter the Bid Evaluation Process.
3
6) BID EVALUATION PROCESS
The PCL evaluation process of proposals will be performed by leveling the bids. This
process includes the review of all exclusions, assumptions, and clarifications found in
the bidders proposal. After an initial review of the bid, PCL may hold a meeting with
each subcontractor to discuss their proposal and discuss the items entered in the
leveling form. The final process in the bid evaluation process will be a final meeting with
the Project Team to discuss the successful bidders and the leveled items. All bidders
will be notified through SmartBid regardless if they are successful or unsuccessful.
8) KEY DATES
The following are the timeframes associated with subcontractor/supplier selection, GMP
2 submittal and prime contract execution:
Draft Procurement Plan Submitted to City of Chandler
July 24, 2023 (Complete)
Subcontractor/Supplier Solicitation Process Begins
July 28, 2023 (Complete)
Subcontractor/Supplier Bids Due
August 18, 2023 (Complete)
GMP 2 Submittal
September 1, 2023 (Complete)
GMP 2 Revision Submittal
October, 25, 2023
*Please note that this is a preliminary team selection. Team Members may change based on date of contract execution and construction
schedule.
City of
Chandler
OWNER
Seth Richards
PROJECT MANAGER
Quinton Slack
PROJECT ENGINEER
Clay
Gunzenhauser
FIELD ENGINEER
Subcontractors
& Supplies
Subs & Suppliers
Shawn Lohnes
GENERAL
SUPERINTENDENT
Zachary
Piersall
ASSISTANT
SUPERINTENDENT
Josef Garcia
FOREMAN
Jared Fay
ASSISTANT
SUPERINTENDENT
Josh Tomita
CONSTRUCTION MANAGER
Title
Responsibilities
CM (Airport and Ocotillo)
Attend Weekly Meetings, General Project Oversite
PM (Airport and Ocotillo)
Pay Applications, Schedule Ownership/Maintenance, Project Execution Oversite,
Overall Budget Management/Forecasting, Administer the Construction Contract,
Review All Subcontracts and Purchase Orders, Writes critical subcontracts and
purchase orders, Administer Quality Program, Negotiated Allowance Requests
and Contingency Pricing Requests, Mentors Project and Field Engineering Staff,
Develops Heath, Safety, and Environment Plan, oversees Health, Safety, and
Environmental Plan, Ensures Accountability of Subcontractors and Suppliers to
Meet Overall Project Goals, ensure City Project Goals are met. Main point of
Contact
General Superintendent (Airport
and Ocotillo)
Over Responsibility for Field Operations, Overall Responsibility for Project Safety,
Quality, Schedule, Temp Facilities/Yard, Mentors Project and Field Engineering
Staff, Subcontractor Field Management, Develop 3 Week Look Ahead Schedules,
Long term strategic planning in conjunction with project manager
PE (Airport and Ocotillo)
Review Submittals, Assist in development of MOPO plans, Review Critical Lift
Plans, RFIs, Coordination with CED, Subs, and Suppliers, Write Subcontracts,
Reviews and compiles QC Testing requirements for FEs (Inspection and Testing
Log), Procures permanent Materials, Coordinate Deliveries, Review Sub and
Supplier Billings, Inventory and inspect materials upon arrival, Track T&M Work
by compiling field tickets electronically for billing, Assist with Safety, Responsible
ensuring the maintenance and storage requirements of materials are met.
Assistant Superintendent For
Ocotillo
Assist Project Super with Subcontractor Field Management Support, Responsible
for day to day self-perform forces management at the site of work, Oversee
SWPPP installation and Maintenance, Dust Control Operations, Track T&M work
through field tickets, track quantities, assist with safety planning and
documentation, assist with QC inspections, conduct small material purchases,
plan tools and equipment, completes daily diaries documenting events at
assigned site
FE for Ocotillo
Coordinate with subs/self perform forces in the field, Survey and Layout, Ensure
Div 1 Facilities are planned and maintained, Assist Superintendents with field
operation management, Assist PEs when needed with scopes specific to their
sites, Inventory Management (prepares delivered materials for use by trades),
Ensures supplies of consumable materials are adequate, Schedules and
supervises, logs, and tracks quality control testing for thier assigned site and
scopes in accordance with project requirements, performs daily inspections to
ensure conformance to the drawings and specs, resolves non-conformances in
the field when applicable, reports non-conformances to PE when a corrective
action plan is required.
Assistant Superintendent For
Airport
Assist Project Super with Subcontractor Field Management Support, Responsible
for day to day self-perform forces management at the site of work, Oversee
SWPPP installation and Maintenance, Dust Control Operations, Track T&M work
through field tickets, track quantities, assist with safety planning and
documentation, assist with QC inspections, conduct small material purchases,
plan tools and equipment, completes daily diaries documenting events at
assigned site
FE for Airport
Coordinate with subs/self perform forces in the field, Survey and Layout, Ensure
Div 1 Facilities are planned and maintained, Assist Superintendents with field
operation management, Assist PEs when needed with scopes specific to their
sites, Inventory Management (prepares delivered materials for use by trades),
Ensures supplies of consumable materials are adequate, Schedules and
supervises, logs, and tracks quality control testing for thier assigned site and
scopes in accordance with project requirements, performs daily inspections to
ensure conformance to the drawings and specs, resolves non-conformances in
the field when applicable, reports non-conformances to PE when a corrective
action plan is required.
HSE (Airport and Ocotillo)
Safety oversight, including weekly Audits
RELEVANT PROJECT EXPERIENCE
West Area Water Reclamation Facility Odor Control and Disinfection
System Improvements
Glendale, Arizona
Delivery Method: Design-Bid-Build | Role: Project Manager
Construction Value: $2.5 million
This project consisted of demolition of the chemical wet scrubber odor
control system, chemical metering pumps, and chemical storage tanks
and installation of a biotrickling filter system, foul air blowers, chemical
metering pumps, bulk chemical storage tanks, electrical panel upgrades,
and system integration.
Zone 3D and 4A Improvements Program Water Treatment Plant
Booster Pump Stations - CMAR
Phoenix, Arizona
Delivery Method: CMAR | Role: Sr. Project Manager
Construction Value: $35 million
PCL is providing CMAR services at the 24th Street WTP for a 76-MGD
booster pump station with pump cans and vertical turbine pumps, a
supporting surge system consisting of one suction surge tank and two
discharge tanks, 66- to 84-inch-diameter suction and discharge piping,
and a PRV station with pressure-reducing valves and isolation valves. The
pump station has control valves, isolation butterfly valves, and gate valves.
Construction also includes a 15 kV unified electrical building, a site wall,
grading, and drainage.
Booster Pump Station Replacement 3SE-B1/2S-B3- CMAR
Phoenix, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $16.5 million
This CMAR project consists of replacement of two booster pump stations
that help supply water to the Ahwatukee area of Phoenix. The 3SE-B1 BPS
were replaced with a 44-MGD BPS, and the 2S-B3 BPS was replaced with
a 20-MGD pressure-reducing valve station. The existing BPSs were kept
in service during three large-diameter pipe (30-, 36-, and 48-inch) tie-ins.
These tie-ins were performed simultaneously and in conjunction with
work for the Scenario 3B Lining Project shutdown.
Booster Pump Station Replacement: 3B-B3 & 3B-B4- CMAR
Phoenix, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $13.1 million
This CMAR project was for the replacement of the booster pump stations
at the 64th Street Reservoir Facility and 24th Street Water Treatment
Plant. Construction included installation of four vertical turbine pumps
installed in pump can barrels, suction valve vault structure, 10,000 gallon
hydropneumatic surge tank, air compressor, and controls.
JOSH
TOMITA
PROJECT MANAGER
Josh has 14 years of experience,
including 12 years at PCL with
construction of water/wastewater
infrastructure. Josh has experience in
all aspects of construction, including
surveying, estimating, BIM, and
coordination of structural, mechanical
and equipment scopes of work. Josh’s
project management experience
includes budget management,
coordinating projects that have multiple
sites, coordinating with multiple design
firms, scheduling, subcontractor
management, and start-up and
commissioning.
YEARS WITH PCL
12
YEARS OF EXPERIENCE
14
EDUCATIONAL BACKGROUND
Bachelor of Science, Business
Administration (Finance), New Mexico
State University
TRAINING
OSHA 30-Hour
Erosion Control Coordinator
Certification
CPR and First Aid
2
RELEVANT PROJECT EXPERIENCE
Jomax Booster Pump Station Upgrades- CMAR
Peoria, Arizona
Delivery Method: CMAR | Role: Sr. Project Manager
Construction Value: $2 million
The overall project will consist of constructing upgrades
to the existing Jomax Booster Pump Station. PCL will
install a new waterline and turnout structure from 67th
Avenue to the Jomax Booster Pump Station site; con-
struct a new Terramar Pressure Reducing Station at the
site; and decommission the existing Terramar Booster
Pump Station. Completion of this project will ensure the
City’s infrastructure is capable of accommodating the
increased flow allocation from the Pyramid Peak Water
Treatment Plant.
64th St. Reservoir and 24th St. Water Treatment Plant
(2C-B1 and 3A-B1) BPS Replacement- CMAR
Scottsdale, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $15.5 million
This project included a new 15-MGD (2C-B4) BPS and
a new 10-MGD (3A-B3) BPS at the 64th Street reservoir
and 24th Street WTP. Each BPS consisted of excavation,
shoring design and installation; structural concrete;
vertical turbine pumps and cans; hydropneumatic surge
tanks; buried and exposed mechanical piping; electrical
and instrumentation; and demolition and removal of the
existing BPSs. PCL also performed start-up and testing.
Paradise Valley Phoenix Interconnect - CMAR
Paradise Valley, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $6 million
This project included installation of 11,400 LF of 24-inch
DIP through the right-of-way of a highly traveled cor-
ridor. PCL expanded an existing booster pump station to
accommodate the additional supply from the new inter-
connect transmission line. PCL installed a new booster
pump, new process piping (including connections to
existing systems), and electrical upgrades for the new
pump in an existing electrical building. The expansion of
the BPS was done at the end of the project to allow for a
complete design analysis and procurement of building
permits.
San Jacinto Valley Regional Water Reclamation
Facility Title 22 Tertiary Treatment Upgrade and Plant
2 Facilities
San Jacinto, California
Delivery Method: Design-Bid-Build | Role: Field Engi-
neer
Construction Value: $122 million
Josh was responsible for the coordination of the design
for the pipe support system, including seismic bracing
and expansion control, coordination of process piping
and equipment. This expansion project to the existing
facility allows a maximum capacity of 14 MGD. Con-
struction included a new effluent pump station with ten
vertical turbine pumps with a total operating capacity of
46 MGD, retrofitting existing plant facilities, new digester
structures, sludge storage, additional chlorine contact
structure, primary and secondary clarifiers, aerobic ba-
sin structure, new headworks, biofilters, flocculation ba-
sin, new operations and administration buildings, a main
electrical building, minor electrical buildings throughout
the project site, and a warehouse.
Jordan Basin Water Reclamation Facility
Riverton, Utah
Delivery Method: Design-Bid-Build | Role: Field Engi-
neer
Construction Value: $97 million
Josh was responsible for coordination of multiple
masonry structures, structural steel, process pipe and
underground pipe. This $98 million project was the
construction of a 15 MGD membrane bioreactor water
reclamation facility, including an influent pump station,
headworks building, process basins and building with
aerobic and anaerobic zones, UV disinfection build-
ing, and a dewatering building which houses centrifuge
equipment and related polymer system. The project
included approximately 6 miles of underground piping
and two miles of exposed piping.
3
RELEVANT PROJECT EXPERIENCE
EPCOR Water Well Equipping Projects - Bullhead Well
16-4, Laredo Vista Well 2, Sun City Well 8.3, Corta Bella
Well 2 - CMAR
Bullhead City and Sun City, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $3 million
Josh was responsible for preparing the GMP while coor-
dinating with two design firms and the client and man-
aging all aspects of construction for three separate well
sites, including start-up and close-out activities. The
project included installation of 3,100 feet of off-site pipe-
line, 2,800 feet of off-site primary power duct bank, well
pumps, chlorination systems, electrical gear, masonry
site walls, and buried and process pipe.
Trash Rake Installation at Mark Wilmer Pumping Plant
- CMAR
Parker, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $2.9 million
This CMAR project included removal of the existing
manual trash rakes and procurement and installation
of six new automated trash rakes and the support-
ing frames. A specialized commercial diving team was
brought in since a portion of the trash rakes were 30 feet
underwater. Construction included a conveyor system,
controls and an electrical system to support the trash
rakes, and integration of the trash rake system with the
existing pumping plant systems.
PRIOR TO JOINING PCL
CAP Water Treatment Plant Expansion
Scottsdale, Arizona
Role: Project Engineer
Josh was a Project Engineer responsible for the engi-
neering coordination of the underground piping, con-
struction of the blower facility, chemical facility, and
multiple yard structures. This project was a 30 MGD
expansion of an existing potable water treatment plant
facility consisting of the addition of four major facili-
ties, a pre-treatment contact basin, a six-million-gallon
pre-stressed reservoir, a dissolved air flocculation basin
and a pressurized membrane filtration facility. It also
included multiple yard structures and underground utili-
ties, including ductile iron and steel pipe ranging in size
from 4 inches to 66 inches in diameter.
1
RELEVANT PROJECT EXPERIENCE
Zone 3D and 4A Improvements Program Water Treatment Plant
Booster Pump Stations - CMAR
Phoenix, Arizona
Delivery Method: CMAR | Role: Project Manager
Construction Value: $48.6 million
PCL provided CMR services and carried out construction of a new 76 MGD
pump and PRV station. This pump station was the linchpin project for
the City of Phoenix’s Water Redundancy Program to mitigate drought
conditions and the effects cuts to Colorado River Water Allocations.
Construction included consists of 8 pump cans, 6 vertical turbine pumps
with 1150 HP motors, a surge suppression system consisting of two
discharge and one suction surge tank, and large diameter piping ranging
from 66” to 84” in diameter. The project also included significant electrical
scope. Two new redundant electric feeds were provided to each area
of the plant through a new 15 kV electrical building. A new 5kV electrical
building to power the new pump station was also constructed. Another
site improvement was an artist designed colored-masonry security
wall that features a unique artist’s design of monsoon poppy flowers to
represent the precious resource of water in Arizona.
Gilbert Reservoir, Pump Station and Well
Gilbert, Arizona
Delivery Method: Design-Bid-Build | Role: Project Engineer
Construction Value: $16.3 million
Construction of a 4-MG concrete reservoir, pump station, and ancillary
components. The reservoir structure required over 6,000 cubic yards
of conventional concrete, including 1,000 cubic yards of concrete for
the reservoir’s suspended slab roof. Inside the reservoir, an FRP baffle
system was installed. The pump station connected four vertical turbine
pumps powered by 150-HP motors to a 16-inch header feeding the Town
of Gilbert. This header system included flow control and surge anticipator
valves. Underground yard piping exceeded 3,000 linear feet. A new well
site and well rehabilitation were also part of the scope as well as electrical,
communication, and instrumentation.
Florence - Casa Grande Canal Reach 1, Rehabilitation and Lining
Project
Florence, Arizona
Delivery Method: Design-Bid-Build | Role: Project Engineer
Construction Value: $21.7 million
PCL lined the first 3.75 miles of a 35-mile, 800 CFS canal with shotcrete
slopes and a conventional concrete bottom as part of a canal lining
program for the San Carlos Irrigation and Drainage District. It is one of
the first major canals in Arizona to be lined with shotcrete. Prior to the
project, water loss through the unlined canal was more than 40%, and this
SETH
RICHARDS
PROJECT MANAGER
Seth has 12 years of heavy civil
construction and experience. Seth’s
expertise includes estimating,
surveying, quality control, safety,
assisting with installation of all
scopes of work, RFIs, submittals, and
coordination of subcontractor, vendor,
and self-perform work.
YEARS WITH PCL
5
YEARS OF EXPERIENCE
12
EDUCATIONAL BACKGROUND
Bachelor of Science, Surveying
Engineering Technology, State
University of New York College of
Technology at Alfred
TRAINING
FAA Remote Pilot Certified
2
RELEVANT PROJECT EXPERIENCE
project, along with the remainder of the lining program,
eliminated those losses to allow more efficient trans-
port of irrigation water from the Coolidge Dam to one
of Arizona’s major cotton-growing areas. Construction
included over 50,000 cubic yards of earthmoving, two
108-inch siphons; inlet/outlet structures; well rehabilita-
tion; numerous turnouts and associated piping; a flow
measurement flume; flow control gates; spillways; an
access bridge; and O&M roads. The scope also included
demolition of the existing China Wash aqueduct, associ-
ated canal transitions, and some abandoned turn-outs.
PCL worked with the owner to deliver irrigation water
via bypasses in order to place the newly-lined canal in
service approximately one year early.
City of Chandler Reclaimed Water Conveyance
Improvements
Chandler, Arizona
Delivery Method: CMAR | Role: Project Manager
This CMAR project consists of improvements to water
production and conveyance facilities to serve Intel’s
expansion of its manufacturing facility. Construction
includes new pumps, electrical improvements, pip-
ing improvements, and up to four aquifer storage and
recovery wells.
Verrado Water Reclamation Facility Expansion
Tolleson, Arizona
Delivery Method: Progressive Design-Build | Role:
Project Manager
Construction Value: $4.7 million
This design-build project consists of expanding the
existing conventional activated sludge plant from 1 MGD
to 1.54 MGD to accommodate faster than expected popu-
lation growth rates. Construction includes an additional
equalization basin, anoxic basin, bioreactor, solids hold-
ing tank, post-anoxic basin, and odor scrubber.
Arkansas River Levee Improvements - Phase III*
Pueblo, Colorado
Role: Project Manager
This project consisted of the demolition and replace-
ment of concrete levee facing panels. To perform the
work along 3,300 LF of the levee, a cofferdam was
installed to create a drier work site. Existing panels were
removed and crushed using an on-site mobile crushing
plant; the crushed concrete was later used for a surfac-
ing material for the top of the levee. Once removed, the
levee subgrade was prepared and key trenches were
excavated. Conventional concrete was batched on-site
using a mobile batch plant and was placed and finished
using a slope paving operation. In addition, a concrete
water intake structure was built which included four
sluice gates.
Willow Creek Dam Rehabilitation*
Steamboat, Colorado
Role: Project Manager
This project included installation of 300 linear feet of
72-inch-diameter steel outlet pipe lining with grouted
annulus in an existing outlet works and installation of a
custom-fabricated grouted steel chamber at the base
of the outlet tower. Work also included replacement of
two 48-inch hydraulic sluice gates, one 72-inch sluice
gate, and one 60-inch sluice gate, along with associated
hydraulic, electrical, and communications lines. The site
was dewatered and an earthen buttress was built at the
downstream base of the dam. A concrete outlet struc-
ture and an outlet tower building were rebuilt. Construc-
tion required a deep dive team working off of barges at
high altitude.
Green River Raw Water Reservoir*
Green River, Wyoming
This project involved installation of approximately 3,300
linear feet of exterior 30-inch and 36-inch PVC reservoir
supply and discharge piping, including connections to
the existing system. Work also included interior pump
*Project completed prior to joining PCL.
3
RELEVANT PROJECT EXPERIENCE
and 30-inch steel piping modifications to the existing
river intake structure. Secondary project components
included normal project administration, reservoir instru-
mentation, roadway and bridge construction, fencing
and security, irrigation systems, and seeding and rec-
lamation. Notable mechanical/electrical work included
installation of four vertical turbine pumps, along with
four 121 horsepower motors, and four 323-528 volt VFDs
and installation of new 30-inch fabricated steel header
to tie new pumps into plant system. Work also included
installation of two 24-inch sluice gates, one 42 inch sluice
gate, and one 24-inch canal gate and installation of two
30-inch flowmeters, and one 36-inch flowmeter, used
to control flow to and from the reservoir and plant. The
project also included 50,000 square yards of HDPE lining.
Frog Pond Reservoir - Chino Mine*
Grant County, New Mexico
This was one of the first construction project’s under
New Mexico’s “Copper Rules” water regulations. The
project was a small earthen water storage reservoir
with a HDPE liner and leak detection system, a dual tank
brine system, and approximately 2,500 feet of 16-inch to
36-inch-diameter HDPE pipe.
1
RELEVANT PROJECT EXPERIENCE
Glendale Cholla Water Treatment Plant Process Improvements and
Booster Pump Station Improvements CMAR
Glendale, Arizona
Delivery Method: CMAR | Role: Superintendent
Construction Value: $30.9 million
PCL provided CMAR services for upgrades and improvements at the
30-MGD Cholla WTP to optimize treatment process efficiency, including
replacing several vertical turbine pumps and rehabilitating two booster
pump stations within Zones 1A, 1B, and 2. Construction included modifying
the raw water flow meter, low-lift pump station, bypass pipeline, and
splitter box; improving the chemical feed system, site/electrical systems,
and communication; and upgrading UPS/PLC. Additionally, PCL upgraded
two 10-MG reservoirs, including replacing a reservoir roof and installing
new security vents and additional hatches and access points on the other
reservoir. PCL also recoated and installed new drives in seven secondary
clarifiers, replaced two flocculators, and replaced a chemical tank and
piping and containment coatings.
Lift Station 85 Albert Whitted Master, Force Main
Part E
St. Petersburg, Florida
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $10.5 million
PCL constructed a new 36-MGD lift station within the existing Albert
Whitted Water Reclamation Facility. Work included a 33-foot-below-
grade concrete wet well and dry pit, climate-controlled electrical room,
storage area and restroom, and six 330-HP pumps with valves/piping and
related electrical instrumentation systems. Existing water, sewer, odor
control, and power supply systems were relocated as part of the project.
Work included storm drainage improvements and installation of 2,800 feet
of 30-inch-diameter ductile iron pipe and RCW distribution pipelines, as
well as “reward well” injection piping connections.
North Avondale Water Supply Project - CMAR
Avondale, Arizona
Delivery Method:CMAR | Role: Superintendent
Construction Value: $7.8 million
This project included installation of over 9,000 LF of 10- to 18-inch DIP
through the right-of-way on 107th Avenue, Indian School Road, and
Thomas Road. PCL also installed fiber optic conduit in a joint trench with
the water line. The project includes two jack-and-bore operations; a tie-
in to a 24-inch City of Phoenix main; a Roosevelt Irrigation District canal
crossing; and coordination with businesses, utility companies, residents,
and a school.
SHAWN
LOHNES
SUPERINTENDENT
Shawn has 30 years of experience in
the construction of large water and
wastewater treatment infrastructure.
Shawn specializes in the installation
of large-diameter underground pipe
and has served as a superintendent
for 19 years. His responsibilities
include management of multiple
crews, subcontractor and supplier
coordination, and quality control.
YEARS WITH PCL
9
YEARS OF EXPERIENCE
30
EDUCATIONAL BACKGROUND
Certificate, Pipe Fitting and Welding,
The Industrial Company Pipe Fitting
School
TRAINING
Safety Trained Supervisor
CPR/First Aid
Excavation and Trenching
HDPE Pipe Fusion Certification
2
RELEVANT PROJECT EXPERIENCE
Paradise Valley Phoenix Interconnect - CMAR
Paradise Valley, Arizona
Delivery Method: CMAR | Role: Superintendent
Construction Value: $5.9 million
This project included installation of 11,400 LF of 24-
inch DIP through the right-of-way of a highly travelled
corridor. The installation required four jack-and-bore
operations to cross under existing culverts and storm
drains, an open trench crossing of a traffic intersection,
and detailed traffic control coordination to maintain
access to the numerous churches, resorts, businesses,
and residents along the route.
Largo WWRF Influent Pumping Station and
Headworks
Clearwater, Florida
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $24.9 million
This project consisted of an 18-MGD influent pump
station with six 100-HP submersible pumps, a new
5-MG open-top equalization tank, a headworks facility,
a gravity sludge thickener, and an odor control system
at an existing 15-MGD wastewater reclamation facility.
PCL demolished one influent pump station and three
headworks facilities, constructed modifications to a
second influent pump station and the digester tanks,
and converted the existing chlorine gas storage building
to a new electrical building.
Hillsborough South County Wastewater Treatment
Plant
Ruskin, Florida
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $69.2 million
This project included construction of a new 10 MGD
facility that incorporates features of the existing
plant into the new plant, all while staying completely
operational. The major new facilities included a new
headworks, bioreactor basins, clarifiers and filters, UV
disinfection facility, storage tanks and pump stations,
chemical feed systems, and administration building.
Construction also included complete electrical and
instrumentation.
Gilbert Reservoir, Pump Station, & Well
Gilbert, Arizona
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $16.2 million
This project consisted of a new 4-MG, in-ground,
concrete, hopper-bottom reservoir; a 9-MGD pump
station; connecting two wells to the reservoir; and all
associated electrical and instrumentation. The project
included an influent pipeline to the reservoir and
discharge from the pump station.
Jomax Booster Pump Station Upgrades and Terramar
Booster Pump Station Rehabilitation - CMAR
Peoria, Arizona
Delivery Method: CMAR | Role: Superintendent
Construction Value: $9.4million
This project consisted of upgrades to the existing Jomax
Booster Pump Station. PCL will install a new waterline
and turnout structure from 67th Avenue to the Jomax
Booster Pump Station site; construct a new Terramar
Pressure Reducing.
Blacks Ford Water Reclamation Facility Phase 4
Expansion
St. Johns, Florida
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $54.1 million
The project consisted of a variety of upgrades to
expand the capacity of the wastewater treatment
plant to 6 MGD to accommodate recent growth in the
Jacksonville area. Construction included new treatment
process equipment and chemical systems, , RAS/WAS
pump stations, new equalization tank blowers, new
submersible aerators, expansion of the existing filters
and ultraviolet disinfection channels, and upgrades to
electrical, instrumentation and control systems.
R127A and TARP Advanced Oxidation Process
Improvements - CMAR
Tucson, Arizona
Delivery Method: CMAR | Role: Superintendent
Construction Value: $32.6 million
*Experience prior to PCL.
3
RELEVANT PROJECT EXPERIENCE
This CMAR project for City of Tucson Water is a 1,400-
GPM expansion to an existing groundwater treatment
system that uses an ultraviolet advanced oxidation
process (UV/AOP) and granular activated carbon
(GAC), including a new 1,300-GPM well for groundwater
treatment. Construction includes drilling and equipping
a new off-site remediation well, new booster pumps,
effluent re-lift pump station expansion, mechanical
piping, and approximately 1,500 feet of well piping
in a residential neighborhood with tie-in to existing
underground pipe.
Gilbert Water & Wastewater Treatment & Remote
Facilities Job Order Contract
Gilbert, Arizona
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $16.2million
This job order contract consists of construction of new
facilities and rehabilitation of existing facilities within
water treatment plants, booster pump stations, potable
water wells, reservoirs, water reclamation facilities, lift
stations, and other water, wastewater, and reclaimed
water facilities.
Phoenix Water Facilities General Construction Job
Order Contract
Phoenix, Arizona
Delivery Method: CMAR | Role: Superintendent
Construction Value: $24.4 million
Work performed under this contract included
structural concrete placement and repairs, process
pipe installation and replacement, underground utility
installation.
Florence-Casa Grande Canal Reach 1, Rehabilitation
and Lining Project
Florence, Arizona
Delivery Method: Bid-Build | Role: Superintendent
Construction Value: $21.8 million
PCL lined the first 3.75 miles of a 35-mile canal with
shotcrete as part of a canal lining program for the San
Carlos Irrigation and Drainage District. Construction
included two 108-inch siphons; inlet/outlet structures;
well rehabilitation; and numerous turnouts and
associated piping.
Festival Ranch Water Reclamation Facility - CMAR*
Buckeye, Arizona
Shawn served as the superintendent for the project for
the construction of the water reclamation facility that
serves Pulte Homes.
Water Reclamation Facility Phase 3 Expansion*
Casa Grande, Arizona
Construction Value: $48 million
$48 million major expansion to the existing water
reclamation facility, including new and expanded
aeration basins with mixers, new blowers and solids
handling facility, new odor-control and chlorination
systems, and headworks modifications.
Johnny G. Martinez Water Treatment Plant - CMAR*
Tempe, Arizona
Delivery Method: CMAR
This was a six-year, multi-phase CMAR project for the
construction of a 12-MG concrete reservoir and water
pump station that included installation of 10,200 feet
of underground water and sewer utilities, placement
of 8,000 yards of structural concrete, and civil
improvements. Shawn supervised the installation of
6,000 feet of 60-inch RCP water transmission line along
Curry Road and Scottsdale Road
Water and Wastewater Lines - Design-Build*
Goodyear, Arizona
Delivery Method: Design-Build| Role: Superintendent
Design-build project for the replacement of 4,000 feet
of existing influent sewer and installation of 60-inch
pipe, 12- and 16-inch well water pipelines, 12- and 15-
inch sewer lines, and 16- and 24-inch waterlines. Well
transmission tie-ins, O&M pipe replacement, and right-
of-way easement was also completed.
*Experience prior to PCL.
4
RELEVANT PROJECT EXPERIENCE
City of Mesa 30-inch Transmission Waterline on
McKellips from Val Vista to Higley*
Mesa, Arizona
Delivery Method: Design-Bid-Build
Construction Value: $2.3 million
$2.3 million design-bid-build project consisted of
Installation of 6,000 LF of 30-inch water transmission
line and an additional 12-inch DIP waterline as well as
removal and replacement of pavement, curb and gutter.
Southeast Mesa Water Reclamation Plant Expansion*
Mesa, Arizona
Construction Value: $23 million
$23 million, expansion of an existing water reclamation
plant. Work included furnishing and installing three
blowers and aeration basins, SST piping, 15,000 cubic
yards of concrete for construction of aeration basins,
and underground piping.
Ft. McDowell Wastewater Treatment Plant*
Ft. McDowell Yavapai Nation, Arizona
Construction Value: $10.7 million
$10.7 million new 0.5 MGD wastewater treatment plant
included 3,500 feet of 24-inch force main, influent pump
station, SBR facility, administration building, backwash
filters, headworks with screening facility, odor control
facility, chemical feed facility, and an effluent pump
station.
Central Arizona Project- Superstition Mountains
South Recharge, Phase 1*
Queen Creek, Arizona
Construction Value: $6 million
$6 million construction of a bridge-mounted pump
structure, installation of six vertical turbine pumps
and pump station header assembly, control building,
54-inch transmission pipeline and 30-inch lateral
pipes, recharge basins, access roadways, site fencing,
electrical and communication installations, and
monitoring wells and piezometers.
Ft. McDowell Sewer Collection*
Ft. McDowell Yavapai Nation, Arizona
Construction Value: $5.3 million
$5.3 million project for the construction of a sewer
collection system, lift station and generator, residential
hook-ups, septic system abandonment, water meter
installation, telecommunication duct bank construction,
and minor improvements.
*Experience prior to PCL.
1
RELEVANT PROJECT EXPERIENCE
BPS 3D & 4D WTP Improvements
Phoenix, Arizona
Delivery Method: Construction Management- At Risk [CMR] | Role: Op-
erations Team
Construction Value: $49 million
PCL provided CMAR services at the 24th Street WTP for a 76-MGD booster
pump station with pump cans and vertical turbine pumps, a supporting
surge system consisting of one suction surge tank and two discharge
tanks, 66- to 84-inch-diameter suction and discharge piping, and a PRV
station with pressure-reducing valves and isolation valves. The pump
station has control valves, isolation butterfly valves, and gate valves.
Construction includes a 15 kV unified electrical building, a site wall,
grading, drainage, and site paving.
Manatee SEWRF Grease Facility
Bradenton, Florida
Delivery Method:Traditional Delivery (Bid-Build) | Role: Operations Team
Construction Value: $3 million
Upgrading grease receiving system at the 6-MGD Manatee County SEWRF.
Construction includes demolition of existing screening system and
replacement with an upgraded system, which includes landfill gas and hot
water systems and retrofit of tank mixing systems.
Lake Manatee Upgrade
Bradenton, Florida
Delivery Method: Traditional Delivery (Bid-Build) | Role: Operations Team
Construction Value: $52 million
This project will replace the existing water filtration system with more
advanced filtration technology that will improve water filtration levels as
required by the Florida Department of Environmental Protection for the
54-mgd WTP. PCL’s scope of work included retrofitting the existing filter
building with ultrafiltration membrane trains and associated equipment,
including air scour blowers, a compressed air system, a clean-in-
place system, and chemical storage. Construction includes electrical,
instrumentation and controls, and relocation of fiber optic communication
cables.
QUINTON
SLACK
PROJECT ENGINEER
Quinton has 7 years of construction
experience in water / wastewater and
transportation infrastructure projects.
YEARS WITH PCL
7
YEARS OF EXPERIENCE
7
EDUCATIONAL BACKGROUND Civil
Engineering, University of South
Florida
LICENSES / ACCREDITATIONS
Florida Board of Professional
Engineers
2
RELEVANT PROJECT EXPERIENCE
Bonner Bridge Replacement
Rodanthe, North Carolina
Delivery Method: Traditional Design Build | Role: Op-
erations Team
Construction Value: $296 million
The project scope included complete replacement of the
2.7-mile-long bridge, including 71 low-level approach
spans and 11 spans with clearance for navigation. The
low-level approach spans consist of 160-foot-long,
96-inch-wide concrete I-Beams, with a cast-in-place
deck. The navigation spans are 3,550 feet in total length
and consist of balanced cantilever, post-tensioned,
precast, segmental box girder superstructure.
Foundations are comprised of both 36-inch square
and 54-inch cylinder pre-stressed concrete pilings.
The bridge is the only access route across Oregon Inlet
between Bodie Island and Hatieras Island. Innovations
developed through the proposal phase of the project
allowed our team to deliver a savings of $60 million to
the owner.
Brattleboro I91 Bridge Improvement
Brattleboro, Vermont
Delivery Method: Traditional Design Build | Role: Op-
erations Team
Construction Value: $60 million
This design-build project included the removal of
two existing steel truss bridges over the West River
in Brattleboro, VT and replacing them with a single
segmental bridge using cast-in-place balanced
cantilever form traveler construction. The bridge was
built on 65-inch drilled shaft foundations with aesthetic
piers replicating Vermont’s iconic stone look. The new
bridge is a signature bridge for the state of Vermont and
replaced the original bridges that were built in 1956. The
bridge has a minimum design life of 100 years with a
510-foot main span and each back span at 263 feet for
a total bridge length of 1,036 feet. The project included
a tie-in to an existing nature trail that ran beneath the
bridge.
1
RELEVANT PROJECT EXPERIENCE
Tempe JOC - Underground Utility Construction
Tempe, Arizona
Delivery Method: CMAR | Role: Project Engineer
Construction Value: $2.9million
Job order contract for underground utility construction.
Phoenix Wastewater Facilities General Construction Job order
Contract
Tolleson, Arizona
Delivery Method: CMAR | Role: Operations Team
Construction Value: $20million
PCL has been providing preconstruction and construction services on a
job order basis for wastewater projects in multiple locations throughout
Phoenix. Job orders have included upgrading and repairing treatment
plants and facilities; installing new booster pump stations, lift stations,
and pipelines; rehabilitating digesters and replacing digester domes;
creating process improvements; performing site work; installing electrical
and instrumentation controls; UCOS programming; installing wet/dry utili-
ties, cast-in-place concrete, and CMU block walls; security improvements;
and completing other minor jobs as needed. This JOC has continually
been renewed since 2007 based upon successful performance.
North Avondale Water Supply Project Distribution Pressure
Improvements
Avondale, Arizona
Delivery Method: CMAR | Role: Project Engineer
Construction Value: $4.6million
PCL is constructing five Pressure Reducing Valve (PRV) Stations at
various points along the Thomas Road alignment. The project includes
construction of the vaulted PRV station equipment, including precast
vault and buried piping to connect the PRV Stations to the City distribution
system. The project also includes improvements to the existing Well #23,
a 725-GPM well that discharges directly into the City water distribution
system.
91st Ave. Wastewater Treatment Plant Digester Dome Replacement
Tolleson, Arizona
Delivery Method: CMAR | Role: Operations Team
Construction Value: $2.2 million
PCL has been the on-site Job Order Contractor for the City of Phoenix
at the 91st Ave. Wastewater Treatment Plant for more than five years. A
recent inspection of the digesters revealed significant corrosion, material
loss, and reduction in section geometry on the tension ring and members
resulting in a 10% loss of structural capacity. PCL completed the scope
of work necessary to replace the steel dome roof on digester No. 11. We
CLAY
GUNZENHAUSER
PROJECT ENGINEER
Clay has over 2 years of experience
in water and wastewater treatment
plants construction. His responsibilities
include: field engineering, coordinating
RFIs, pricing and managing change
orders, managing subcontractors,
reviewing and tracking submittals,
reviewing and approving shop
drawings, updating schedules,
performing safety and environmental
inspections.
YEARS WITH PCL
2
YEARS OF EXPERIENCE
5
EDUCATIONAL BACKGROUND
BS, Civil Engineering, Iowa State
University
LICENSES / ACCREDITATIONS
Dust Control Certification
2
RELEVANT PROJECT EXPERIENCE
worked in the early stages of design to plan, schedule,
and develop safety measures to ensure the project met
the highest level of quality. We assisted in the design for
the internal shoring and false work to enable the support
of the center ring. Once supported in place, demolition
and removal operations commenced allowing crews to
safely eliminate sections of the existing dome and struc-
ture. After removal, PCL provided necessary structural
improvements and modifications, replaced the dome
using in-place welding operations, and replaced de-
teriorating manways and handrails, and applied finish
coating.
Ludvik Boiler Building
Tolleson, Arizona
Delivery Method: Bid-Build | Role: Project Enginner
Construction Value: $280 Thousand
Subcontract to Ludvik for misc mechanical work.
Water Facilities General Construction Job Order
Contract
Phoenix, Arizona
Delivery Method: CMAR | Role: Operations Team
Construction Value: $24.4million
Preconstruction and construction services on a job
order basis for water projects throughout the City of
Phoenix. PCL s work under this contract is mainly at the
24th Street and Val Vista Water Treatment Plants (WTPs),
and occasionally includes other facilities such as the
Deer Valley and Union Hills WTPs. Work performed
under this contract includes structural concrete
placement and repairs, process pipe installation and
replacement, underground utility installation, electrical
procurement and installation, instrumentation, and
controls. As with our other JOCs, PCL manages multiple
trade subcontractors, vendors, and suppliers throughout
the contract. We have continuously received renewals
based upon successful contractor performance.
1
RELEVANT PROJECT EXPERIENCE
Luke 303 Water Reclamation Facility Phase 1 Expansion - Design-Build
Litchfield Park, Arizona
Delivery Method: Design-Build | Role: Assistant Superintendent
Construction Value: $43 million
PCL is teaming with Stantec to design and build an expansion of the
existing 0.18-MGD water reclamation facility, located next to the runway
at Luke AFB, to a 1-MGD sequencing batch reactor (SBR) plant. The
project also includes a 0.25-MGD packaged treatment plant to provide
a total capacity of 1.75 MGD. Construction includes modifications to an
existing lift station, SBR basins, a chlorine contact tank, disc filters, a
chemical facility, a solids handling facility, a blower facility, recharge
basins, and odor control. This expansion will allow the facility to treat
wastewater from a new residential development and a new beverage
manufacturing facility.
Wastewater Treatment and Reclaim Facility (WaTR) - Progressive
Design-Build
Chandler, Arizona
Delivery Method: Progressive Design-Build | Role: Assistant Superin-
tendent
Construction Value: $2.6 million
This project is a 12-MGD wastewater treatment and reclaim facility to
treat industrial wastewater (IWW) for reuse for a large semiconductor
manufacturing client. The facility uses multiple treatment processes,
including chemical quenching of the IWW influent stream, biological
nutrient removal, membrane bioreactor, biosolids dewatering treatment
by screw presses, Hp reverse osmosis system, ion exchange system,
thermal/brine treatment system, dewatering salt centrifuges, and
multiple chemical systems to assist in the treatment processes.
Booster Pump Station Replacement 3SE-B1/2S-B3 - CMAR
Phoenix, Arizona
Delivery Method: CMAR | Role: Assistant Superintendent
Construction Value: $16.5 million
This CMAR project consists of replacement of two booster pump
stations that help supply water to the Ahwatukee area of Phoenix. The
3SE-B1 BPS was replaced with a 44-MGD BPS, and the 2S-B3 BPS was
replaced with a 20-MGD pressure-reducing valve station. The existing
BPSs were kept in service during three large-diameter pipe (30-, 36-,
and 48-inch) tie-ins. These tie-ins were performed simultaneously
and in conjunction with work for the Scenario 3B Lining Project
shutdown. The tie-ins were located in 42nd Place, the sole access point
to a neighborhood, school, reservoir site, and fire station, requiring
extensive public outreach and temporary provisions for vehicular
access.
JARED FAY
ASSISTANT SUPERINTENDENT
Jared has over 16 years of experience
in the construction of large water and
wastewater treatment infrastructure.
As an assistant superintendent, his
responsibilities include management
of multiple crews, equipment and
subcontractor coordination, and quality
control. He completes quality projects
in a safe work environment, within
budget, and on schedule.
YEARS WITH PCL
16
YEARS OF EXPERIENCE
16
TRAINING
OSHA 30
2
RELEVANT PROJECT EXPERIENCE
91st Ave Wastewater Treatment Plant Expansion
UP01 Completion Project - CMAR
Tolleson, Arizona
Delivery Method: CMAR | Role: Laborer/Pipelifter
Construction Value: $2.2 million
This CMAR project consisted of a 30-MGD expansion to
the City’s wastewater treatment plant. This expansion
project consisted of upgrades and new construction
throughout the plant, including: 84-inch interceptors,
junction box, influent channels, influent junction
structure and headworks facility, influent metering
station, reuse water system, primary and secondary
clarifiers, aeration basins, blower facility, centrate
treatment, odor control, chemical handling building,
chlorination building, and an electrical building.
Clifton Water District Microfiltration/Ultrafiltration
Water Treatment Plant
Clifton, Colorado
Delivery Method: Progressive Design-Build | Role:
Lead man/Pipefitter
Construction Value: $13.1 million
PCL constructed a new ultrafiltration facility, including
the conversion of the existing flocculation and
sedimentation basins that were not currently in use to
a wetwell for the membrane feed pumps. Construction
included installation of membrane racks, a compressed
air system, air scour blowers, a washwater recovery
system, finished water wetwell, a clean-in-place
system, a hot water system, a neutralization system,
and bulk storage of chemicals, including citric acid and
sodium bisulfite in the main process building.
Willcox Wastewater Treatment Plant
Willcox, Arizona
Delivery Method: Design-Bid-Build | Role: Foreman
Construction Value: $14.2 million
PCL constructed a new 1.8-MGD plant to replace the
existing lagoon treatment system to meet the City of
Willcox’s current and future wastewater treatment
needs. Construction included an oxidation ditch,
clarifiers, headworks, dewatering facility, disc filter
system, RAS/WAS pump station, chlorine contact
basin, sludge holding tank, and electrical and
maintenance buildings.
San Jacinto Valley Regional Water Reclamation
Facility Title 22 Tertiary Treatment Upgrade & Plant 2
Facilities
San Jacinto, California
Delivery Method: Design-Bid-Build | Role: Carpenter
Construction Value: $122 million
This project was an expansion to the existing regional
water reclamation facility to allow for a capacity of 14
MGD. Construction included retrofitting existing plant
facilities; a new digester structures; sludge storage;
additional chlorine contact structure; primary and
secondary clarifiers; new headworks consisting of two
bar screens, screenings conveyor, and a grit facility;
two additional cloth disc filter trains; biofilter odor
control; rotary drum thickeners; flocculation basin; new
operations and administration buildings; new chemical
storage facilities; main electrical building; minor
electrical buildings throughout the project site; and a
warehouse.
Jordan Basin Water Reclamation Facility
Riverton, Utah
Delivery Method: Design-Bid-Build | Role: Carpenter/
Pipefitter
Construction Value: $97.7 million
PCL constructed a new 15-MGD membrane bioreactor
water reclamation facility expandable to 30 MGD.
Construction included an influent pump station,
headworks building, aeration basins, membrane
bioreactor (MBR) facility, UV disinfection building,
and solids dewatering building. In addition, an
administration building and a maintenance building
were included, both of which achieved LEED gold
certification.
Clifton Water Treatment Plant Piping Improvements
Clifton, Colorado
Delivery Method: Design-Bid-Build | Role: Foreman
Construction Value: $1 million
Modifications to the water treatment plant effluent
manifold included installation of new manifold piping,
installation of 550 LF of above ground 24-inch PVC SDR
18-inch transmission pipe, 500 LF of above ground
30-inch welded steel pressure transmission pipe,
two 30-inch butterfly valves, five 24-inch butterfly
3
RELEVANT PROJECT EXPERIENCE
valves, three 8-inch butterfly valves, a concrete valve
vault, associated fittings and supports, and surface
restoration. Minor bypass operations were required
during the installation.
Southside Water Reclamation Plant Preliminary
Treatment Facility
Albuquerque, New Mexico
Delivery Method: Design-Bid-Build | Role: Millwright
Construction Value: $35 million
This new preliminary treatment facility included a
76-MGD headworks facility, a grit removal structure,
a 21-MGD lift station with the associated 84-inch and
72-inch reinforced concrete pipe and junction boxes,
removal of an abandoned ferrous chloride feed system,
several buildings, a fire protection system, and biofilter
odor control for all facilities. Through the use of 111 MGD
of bypass pumping systems, no shutdowns occurred
on this project. In addition, new electrical connections,
controls and instrumentation were installed and tied
into the existing system.
North Avondale Water Supply Project
Avondale, Arizona
Delivery Method: CMAR | Role: Assistant Superinten-
dent
Construction Value: $7.8 million
This project included installing more than 9,000 LF of
10-to 18-inch DIP through the right-of-way on 107th
Avenue, Indian School Road, and Thomas Road. PCL also
installed fiber optic conduit in a joint trench with the
water line, GAC treatment, chemical system upgrades,
and on-site utilities. Open cuts were performed instead
of jack-and-bores, providing significant savings.
Phoenix Water JOC
Phoenix, Arizona
Delivery Method: CMAR | Role: Foreman
Construction Value: $24.3million
Preconstruction and construction services on a job
order basis for water projects throughout the City of
Phoenix. PCL s work under this contract is mainly at the
24th Street and Val Vista Water Treatment Plants (WTPs),
and occasionally includes other facilities such as the
Deer Valley and Union Hills WTPs. Work performed
under this contract includes structural concrete
placement and repairs, process pipe installation and
replacement, underground utility installation, electrical
procurement and installation, instrumentation, and
controls. As with our other JOCs, PCL manages multiple
trade subcontractors, vendors, and suppliers throughout
the contract. We have continuously received renewals
based upon successful contractor performance.
Phoenix Wastewater JOC
Tolleson, Arizona
Delivery Method: CMAR | Role: Foreman
Construction Value: $20 million
PCL has been providing preconstruction and
construction services on a job order basis for
wastewater projects in multiple locations throughout
Phoenix. Job orders have included upgrading and
repairing treatment plants and facilities; installing
new booster pump stations, lift stations, and pipelines;
rehabilitating digesters and replacing digester domes;
creating process improvements; performing site work;
installing electrical and instrumentation controls; UCOS
programming; installing wet/dry utilities, cast-in-place
concrete, and CMU block walls; security improvements;
and completing other minor jobs as needed. This JOC
has continually been renewed since 2007 based upon
successful performance.
Cholla Water Treatment Plant Process Improvements
& Booster Pump Station Improvements
Glendale, Arizona
Delivery Method: CMAR | Role: Assistant Superinten-
dent
Construction Value: $12.8 million
Upgrades and improvements at the 30-MGD WTP,
including raw water flow meter modifications, low
lift pump station modifications, bypass pipeline and
splitter box modifications, rehabilitation of two 10-MG
reservoirs, chemical feed system improvements, and
site and electrical improvements.
4
RELEVANT PROJECT EXPERIENCE
SRP NGS Unit 1, 2, & 3 Carbon Injection System
Foundation
Page, Arizona
Delivery Method: Bid-Build | Role: Foreman
Construction Value: $207K
The PCL project team demolished existing pavement and
installed concrete pads to hold a powdered activated
carbon (PAC) silo, tank, and pump skid. PCL performed
all demolition, reinforcing, grounding, and concrete work
on this project. During construction, PCL conformed to
SRP’s strict safety policies while completing work in a
high traffic area.
Avondale Water Reclamation Facility Improvements
Avondale, Arizona
Delivery Method: CMAR | Role: Pipefitter
Construction Value: $19.5M
This CMAR water reclamation facility improvement
project expanded the capacity from 4.2 MGD to 9 MGD.
Project elements included upgrading the aeration
equipment and constructing a new vactor truck facility,
digesters, primary clarifier, influent pump station,
headworks structure, equalization basin, primary
sludge pump station, odor control facility, chemical
facility, chlorine contact basin, effluent pump station,
thickener building, and a digester heat exchanger
building. Structures that were obsolete were demolished.
Start-up, testing, and commissioning were performed,
without impacting the daily operations of the existing
facility. PCL self-performed much of the work including
installation of 800LF of process piping, a new blower,
7,000 CY of concrete, 27,000 feet of various sized
underground piping and exposed piping, and all major
equipment.
1
RELEVANT PROJECT EXPERIENCE
San Luis Obispo Water Resource Recover Facility
San Luis Obispo, California
Role: Assistant Superintendent
Construction Value: $115 million
PCL is constructing improvements throughout the facility that will expand
the capacity to 5.4 MGD while meeting new waste discharge requirements,
treat future flows, replace aging equipment, maximize the production of
recycled water, and incorporate interpretive features and public ameni-
ties.
Glacier Club Wastewater Treatment Facility Improvements Project -
CMAR
Durango, Colorado
Role: Assistant Superintendent
Construction Value: $3 million
PCL replaced the clarifier at the existing 3.6-MGD wastewater treatment
plant that serves the Glacier Club. Construction consists of replacing the
effluent pump, blowers, mixers, HVAC system, and RAS/WAS pumps, in
addition to repairing concrete and demolishing and rebuilding the sludge
drying beds.
Clifton Middle Water Storage Tank - CMAR
Clifton, Colorado
Role: Assistant Superintendent
Construction Value: $1.1 million
PCL Construction was selected as the CMAR by the Clifton Water District
for this emergency project after a valve fractured on a segment of buried
piping connecting two of the District’s water storage tanks. PCL replaced
the 16-inch buried butterfly valve and installed two 16-inch, one 20-inch,
two 24-inch, and two 30-inch Flex-Tend double ball expansion joints.
Gilbert Reservoir, Pump Station, & Well
Gilbert, Arizona
Role: Assistant Superintendent
Construction Value: $16 million
This project consists of a new 4-MG, in-ground, concrete, hopper-bottom
reservoir; a 9-MGD pump station; connecting two wells to the reservoir;
and all associated electrical and instrumentation. The project also in-
cluded an influent pipeline to the reservoir and discharge from the pump
station. This project will expand the town’s water storage capacity to meet
the increasing water demand as the town continues to grow.
ZACH
PIERSALL
ASSISTANT SUPERINTENDENT
Zach has 13 years of experience
constructing water and wastewater
projects, including five years operating
equipment and three years as a pipe/
labor foreman. As a superintendent,
Zach managed crews, laid underground
and above ground pipe, conducted
large and small dirt operations, set and
established grade, and operated heavy
equipment.
YEARS WITH PCL
13
YEARS OF EXPERIENCE
13
EDUCATIONAL BACKGROUND
Civil Engineering Classes, Glendale
Community College
LICENSES / ACCREDITATIONS
Operator Apprenticeship Program,
Associated General Contractors (AGC)
Swing Cab Crane Operator
Certification, National Commission for
the Certification of Crane Operator
TRAINING
First Aid/CPR/AED
2
RELEVANT PROJECT EXPERIENCE
Greeley WPCF Solids Processing Improvements
Greeley, Colorado
Role: Hourly Foreman
Construction Value: $6.7 million
This project includes converting the existing sludge
storage tank to a primary digester, two new digester
covers, conversion of digester boiler to hot water heat-
ing, upgrades to allow the facility to burn digester gas
for heat, and associated pump piping and electrical
improvements.
PAR 1280 Nuisance Struvite and Dewaterability
Improvements
Denver, Colorado
Role: General Foreman
Construction Value: $11.4 million
This project entails installation and commissioning of
the pre-dewatering phosphorus recovery equipment
(PDPRE) at the wastewater treatment plant. Specific
work elements include a new phosphorus recovery
facility and reactor, improvements to the acid storage
facility, new digester effluent pumps in the digester
complex, a new magnesium chloride feed system in the
solids processing building, improvements to the sludge
holding tank complex, and civil improvements.
Gregory Hill Pump Station and Tanks
Westminster, Colorado
Role: General Foreman
Construction Value: $13 million
This project includes demolition of two steel water tanks
and a pump station, and construction of two new DYK
type 3-MGD storage tanks and a 13.8-MGD expandable
pump station containing three 300-HP pumps and two
100-HP pumps.
Longmont Wastewater Treatment Plant Ammonia
Treatment and Biosolids Dewatering Improvements -
Design-Build
Longmont, Colorado
Role: Hourly Foreman
Construction Value: $33 million
PCL constructed improvements to the Longmont
Wastewater Treatment Plant to meet new ammonia lim-
its set by the Colorado Department of Public Health and
Environment. Construction includes a new secondary
clarifier, a new aeration basin, new RAS/WAS pump sta-
tion, improvements to the dewatering facility including
odor control, cogeneration facility improvements, and a
new maintenance building.
San Jacinto Valley Regional Water Reclamation
Facility Title 22 Tertiary Treatment Upgrade and Plant
2 Facilities
San Jacinto, California
Role: Equipment Operator
Construction Value: $122 million
This expansion project to the existing facility allows a
maximum capacity of 14-MGD. Construction included
a new effluent pump station with 10 vertical turbine
pumps with a total operating capacity of 46-MGD, retro-
fitting existing plant facilities, new digester structures,
sludge storage, additional chlorine contact structure,
primary and secondary clarifiers, aerobic basin struc-
ture, new headworks, biofilters, flocculation basin, new
operations and administration buildings, a main electri-
cal building, minor electrical buildings throughout the
project site, and a warehouse.
Southside Water Reclamation Plant Preliminary
Treatment Facility
Albuquerque, New Mexico
Role: Equipment Operator
Construction Value: $35.6 million
This project consisted of a new 72-MGD headworks
facility, including grit removal, 21-MGD lift station, odor
control facilities, and associated 72-inch and 84-inch
RCP piping and junction boxes.
South Bay International Wastewater Treatment Plant
San Diego, California
Role: Laborer
Construction Value: $93 million
This project consisted of a new secondary treatment
system for this 25-MGD treatment plant, including civil
site work (deep dynamic compaction), 31,000 yards of
cast-in-place concrete, landscaping and irrigation, ar-
chitectural, fire protection, plumbing, HVAC, mechanical,
equipment installation, electrical, and instrumentation.
3
RELEVANT PROJECT EXPERIENCE
Riverside Regional Water Quality Control Plant Phase
1 Expansion
Riverside, California
Role: Equipment Operator
Construction Value: $198 million
This project was a conversion of an existing traditional
treatment facility to a 26-MGD membrane bioreactor
facility. It included construction of a new stormwater
equalization basin, clarifiers, conversion of secondary
clarifiers to an MBR basin, and ancillary facilities. Work
also included retrofitting an existing activated train, re-
pairing and replacing clarifier mechanisms, and upgrad-
ing electrical generators.
Zone 4C Pump Station Project
Highlands Ranch, Colorado
Role: General Foreman
Construction Value: $7.7 million
This project consists of a 16-MGD potable water pump
station, including a new pump station building with elec-
trical room, bathroom, PLC room, HVAC room, and main
pump area.
1
RELEVANT PROJECT EXPERIENCE
Gilbert Reservoir, Pump Station and Well
Gilbert, Arizona
Delivery Method: Bid-Build | Role: Foreman
Construction Value: $16.2 million
This project consisted of a new 4-MG, in-ground, concrete, hopper-
bottom reservoir; a 9-MGD pump station; connecting two wells to the
reservoir; and all associated electrical and instrumentation. The project
included an influent pipeline to the reservoir and discharge from the
pump station.
Zone 3D and 4A WTP Booster Pump Stations
Phoenix, Arizona
Delivery Method: CMAR | Role: General Foreman
Construction Value: $48.6 million
PCL provided CMAR services and carried out construction of a new 76 MGD
pump and PRV station. This pump station was the linchpin project for the
City of Phoenix’s Water Redundancy Program to mitigate drought condi-
tions and the effects cuts to Colorado River Water Allocations. Construc-
tion included consists of 8 pump cans, 6 vertical turbine pumps with 1150
HP motors, a surge suppression system consisting of two discharge and
one suction surge tank, and large diameter piping ranging from 66” to 84”
in diameter. The project also included significant electrical scope. Two
new redundant electric feeds were provided to each area of the plant
through a new 15 kV electrical building. A new 5kV electrical building to
power the new pump station was also constructed. Another site improve-
ment was an artist designed colored-masonry security wall that features
a unique artist’s design of monsoon poppy flowers to represent the pre-
cious resource of water in Arizona.
Glendale Cholla Water Treatment Plant Process Improvements and
Booster Pump Station Improvements CMAR
Glendale, Arizona
Delivery Method: CMAR | Role: Carpenter
Construction Value: $30.9 million
PCL provided CMAR services for upgrades and improvements at the
30-MGD Cholla WTP to optimize treatment process efficiency, including
replacing several vertical turbine pumps and rehabilitating two booster
pump stations within Zones 1A, 1B, and 2. Construction included modifying
the raw water flow meter, low-lift pump station, bypass pipeline, and
splitter box; improving the chemical feed system, site/electrical systems,
and communication; and upgrading UPS/PLC. Additionally, PCL upgraded
two 10-MG reservoirs, including replacing a reservoir roof and installing
new security vents and additional hatches and access points on the other
reservoir. PCL also recoated and installed new drives in seven secondary
clarifiers, replaced two flocculators, and replaced a chemical tank and
piping and containment coatings.
JOSEF
GARCIA
GENERAL FOREMAN
Josef has over 6 years of experience
in water and wastewater treatment
plants construction. His responsibilities
include management of multiple
crews, subcontractor and supplier
coordination, quality control,
and management of mechanical
installations.
YEARS WITH PCL
6
YEARS OF EXPERIENCE
6
EDUCATIONAL BACKGROUND
Diploma, Hunter High School
2
RELEVANT PROJECT EXPERIENCE
Charles M. Wolf Water Reclamation Facility Upgrades
Avondale, Arizona
Delivery Method: CMAR | Role: Carpenter
Construction Value: $11.9 million
The project consisted of installation of a primary and
secondary clarifier, a RAS pumping vault for the second-
ary clarifier, installation of 4,286-linear- feet of pipe, and
modifications to existing equipment.
APS Train 5 Clarifier Refurbishment
Tonopah, Arizona
Delivery Method: Design-Bid-Build | Role: Carpenter
Construction Value: $5.6 million
This project is located at the Arizona Public Service
Palo Verde Nuclear Generating Station. Work included
structural concrete rebuild and structural steel mainte-
nance of tanks; removal of effluent boxes; replacement
of mechanical components such as the clarifier drive
mechanisms, sludge pumps, associated electronics,
launders, and piping systems; and re-coating of metallic
components.
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
Project Phasing & Site Logistics Plan
GMP Approach
PCL suggests a three GMP approach for this project. GMP-1 (already executed) is for the early
procurement of long lead materials for the On-Site Improvements scope. This allows the
preconstruction process to proceed without impacting schedule. GMP-2 will be for the remainder of the
On-Site Improvements scope. GMP-3 will be for the development and equipping of the two well sites
currently under design. Depending on schedule constraints for the completion of these well sites, it may
be prudent to add another early procurement GMP for the well equipment.
Site Facilities Plan
PCL has attached a proposed site facilities plan for review. The plan should be updated throughout the
project as needed.
AWRF On-Site Improvements
Construction work at the AWRF will interface with plant operations at multiple points in the project. PCL
will work with City of Chandler staff to minimize the impacts to the plant. The following are the key
areas of discussion:
1.) Chemical Storage: PCL will be installing new 15 kV Switchgears and ductbanks immediately
adjacent to Chemical Unloading and Storage Facilities. City staff will notify PCL one week in
advance of potential chemical deliveries. PCL will ensure delivery access is unobstructed on
chemical delivery days. This will be done using road plates and for the short period of time that
duct bank trenches are open excavations. Work on the switchgears should not cause long term
interruptions and crews working on the switchgears can temporarily relocate while deliveries
occur.
2.) Existing Pump Station Tie In: PCL will connect to the south end of the existing pump station
header. In order to do this, an existing blind flange will be removed. PCL will have the new
header completely assembled, and will connect with two new FLGxPE pieces, pre-cut to fit, and
a coupling to complete the tie in. PCL will need a one-day shutdown for this work to occur.
3.) New Pump Installation: New pumps will be installed after verifying suction header laterals are
properly isolated by closed valves. This will not require any shutdown of existing plant facilities.
4.) New RW Line Tie Ins: The new RW line will be tied into existing plant lines at three (3) locations.
One at an existing tee west of the Reclaim Water Reservoir 3, one just south of that same
existing TEE at an existing ninety-degree bend, and one at an existing lateral running south from
the RW-36-DIP line in Queen Creek Road. The tie-in to the Queen Creek Road Lateral will occur
first. This lateral can be isolated using an existing valve and will not impact plant operations. The
tie-in to the existing tee west of the reservoir and ninety-degree bend will be completed once all
RW Conveyance Improvements
City of Chandler
GMP 2 – Project No. WW2206.401
pipe is laid and connections have been made to the existing pump station discharge header and
the Queen Creek lateral. This tie in will take approximately one day and will require a shutdown
of the existing pump station for one day.
5.) Electrical MOPOs: PCL, in conjunction with Wilson Engineering, Ludvik Electric, and City of
Chandler Personnel have developed a plan to install new 15 kV switchgears with minimal impact
to the plant. Since the two existing switchgears are fully redundant, one switchgear will be taken
down and replaced at a time. This leaves the other switchgear on-line, backed up by existing on
site generator backup. A backup generator will also be on standby for extra redundancy and can
be connected should it be needed. Further MOPOS will be required and coordinated with plant
staff.
OWRF On-Site Improvements
Minimal MOPOs will be required at the OWRF site but are identified below:
1.) New Flow Control Structure Tie Ins: The new lines connecting the reclaim water distribution and
intel through the flow control structure will be tied in using hot taps. This means that little
impact to plant will occur. Coordination will take place for emergency planning and isolation and
repair procedures will be in place.
2.) Electrical MOPOs: New facilities will need to be connected to existing power and controls panels
for ASR Well 3. Periodic isolations will be required, and PCL will work with Ludvik and plant staff
to plan and coordinate.
Construction Access
Laydown and Parking
NEW RW LINE
Office Trailers
2 Ea. Single Wides.
Construction Entrance
PARKING
AND
LAYDOWN
Small Connex Office.
Generator Power.
Port-a-Potty.
Construction Access