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Legal approved 9/6/18 Rev. 3/4/2022
Project # WW2111.401
Page 1 of 2
Project Name: Chandler Heights Road Utility Relocations CO 1
CITY OF CHANDLER
CHANGE ORDER NO.
1
DATE
3/23/22
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates agreement
herewith, including any adjustments in the Contract Price or Contract Time.
Project Name:
Chandler Heights Road Utility Relocations – GMP 2
Project No.:
WW2111.401
User Dept.:
PW&U
NTP Date:
3/28/2022
TO:
Achen-Gardner Construction, LLC
550 S. 79th St. Chandler, AZ 85226
(CONTRACTOR)
(Address)
Contractor must make the following changes to this contract: (Detail scope change (Exh. A) /
Technical Specifications (Exh. B), if needed)
The following contract Change Order represents the GMP for the Phase II of the Chandler Heights
Road Utility Relocations as presented in Exhibit A for the proposed work along Lake Drive from
Chaparral Way to Alma School Road. The contract time will also be extended an additional 50
calendar days to allow the contractor to perform this portion of the work.
OWNER NAME & DATE APPROVAL:
Kim Moon 03/22/2022
Changes result in the following revised contract amount and time:
Original contract amount:
$1,371,579.28
Current contract amount, prior to this Change Order: (incl. previous Change
Orders)
$1,371,579.28
Net change resulting from this Change Order: (if over $50,000 from contract
amount previously approved by Council, Council approval is required)
$3,396,940.40
Revised contract amount, including this Change Order:
$4,768,519.68
Last contract amount approved by Council:
$1,371,579.28
Change Order % of last contract amount approved by Council: (if over 10%
of previous contract amount approved by Council, Council approval is required)
247%
Contract time or completion date prior to this Change Order: (incl.
previous Change Orders)
90
or
Days
Date
Net change resulting from this Change Order:
50
Days
Revised contract time OR completion date:
140
or
Days
Date
SIGNATURE PAGE TO FOLLOW
THE ABOVE IS AGREED TO BY:
Achen-Gardner Construction, LLC
CONTRACTOR
MAYOR
Approved as to Form
(initials):
E-copy:
Owner I Project Mgr. / Orig.- City Clerk
Legal approved 9/6/18 Rev. 3/4/2022
~~
knunez@achen.com
Signer Email Address
Date
Recommended By:
Date
Project# WJ\/2111 .401
Approved by
Council on:
Project Name: Chandler Heights Road Utility Relocations CO 1
3/29/2022
Date
----
Date
Date
Page 2 of 2
GMP PROPOSAL FOR CITY OF CHANDLER ‐ CHANDLER HEIGHTS ROAD UTILITY
RELOCATIONS. LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD CMAR PROJECT
March 18, 2022
City of Chandler
Mr. Paul Ahlas
215 E. Buffalo Street
Chandler, Arizona 85224
City of Chandler Project No.: WW2111.401
Achen‐Gardner Construction, LLC Project No.: 3938102
Dear Mr. Ahlas:
Attached please find Achen‐Gardner Construction, LLC’s (“Achen‐Gardner”) GMP Proposal (“Proposal”)
including Schedule of Values (SOV) for installation of 2”,8”, & 16” water lines and 10” sewer.
This GMP Proposal total for the Direct Cost and markups is $2,953,861.22 (excluding Owner Allowance
(Item 10700) or $443,079.18). Achen‐Gardner does not guarantee the Owner Allowance amount.
Should you have any questions and/or comments, please feel free to contact me Lat (480) 403‐9399 or
e‐mail dbroderick@achen.com.
Sincerely,
ACHEN‐GARDNER CONSTRUCTION, LLC
Dan Broderick, Sr. Project Manager
Attachments
Exhibit A
INDEX OF EXHIBITS
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
Exhibit D1:
Scope of Work
Exhibit D2:
Cost Model Form
Exhibit D3:
Schedule of Values
Exhibit D4:
List of GMP Documents
Exhibit D5
Clarifications and Assumptions
Exhibit D6:
Subcontractor and Supplier Solicitation Documentation, Award
Recommendations and Quotes
Exhibit D7:
Baseline Project Schedule
EXHIBIT D1: SCOPE OF WORK
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
The overall project scope includes the relocation of existing City‐ owned wastewater, reclaimed water
and potable water pipes to clear an alignment for a proposed SRP undergrounding of a 230‐Kilowatt
transmission system. These relocations will occur on Chaparral Way (Dobson Road to Lake Drive) ‐
Package no. 1, on Lake Drive (Chaparral to Alma School) ‐ Package no. 2, on Alma School Road (Lake
Drive to Chandler Heights Road) and Chandler Heights (Alma School Road to the Union Pacific Railroad) ‐
Package 3, then work on Chandler Heights east of the Union Pacific Railroad ‐ Package 4.
The Package 2 GMP project scope on Lake Drive includes the installations of approximately: 250 LF of 8”
waterline with valves and fittings, 30 LF of 16” waterline with valves and fittings, one 2” service, 30 LF of
3” reclaimed water and 1130 LF of 10” sewer with ten new Polymer manholes. The replacement of
existing concrete and asphalt surfaces due to the construction are included.
EXHIBIT D2: COST MODEL FORM
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
Page 1 of 2
Date: 18‐Mar‐22
Chandler Heights Road Utility Relocations
Amount
A. Cost of Work
A1 Cost of Work (self‐performed, subcontractors, suppliers no mark‐up)
$2,361,622.79
A2 Cost of Work (subcontractors, suppliers, materialmen)
TOTAL COST OF WORK:
$2,361,622.79
B. General Conditions
$156,321.70
$2,517,944.49
C. CM@Risk's Fee
$226,615.00
SUBTOTAL 2 (A + B + C):
$2,744,559.49
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$20,143.56
D2 Insurance
$49,099.92
$69,243.48
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$2,813,802.97
E. Sales Tax
E1 Sales Tax
$142,659.81
E2 Tax Exempt Material Adjustment
‐$2,601.56
$140,058.25
EXHIBIT D2
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
CM@RISK GMP SUMMARY
Project Name:
Project Location:
City of Chandler Project No.:
Lake ‐ Chaparral to Alma
WW2111.401
SUBTOTAL 1 (Cost of Work) (A + B):
EXHIBIT D2: COST MODEL FORM
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
Page 2 of 2
F. Approved Allowances
F1 Allowances with F2
$0.00
F2 Owner Allowance
$443,079.18
$443,079.18
G. Contingencies
G1
Construction Contingency
$0.00
G2
$0.00
$0.00
$3,396,940.40
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
TOTAL GMP PROPOSAL:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:
EXHIBIT D3: SCHEDULE OF VALUES
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
Page 1 of 3
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
3‐18‐22
PROJECT NO.: WW2111.401
90% GMP FOR LAKE DR: CHAPARRAL TO ALMA SCHOOL
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
1
MOBILIZATION/DEMOBILIZATION
LS
1
$41,563.96
41,563.96
$
2
SURVEY
LS
1
$3,660.00
3,660.00
$
3
INSTALL 8" DIP CL 350 WATERLINE & FITTINGS
LF
250
$1,025.79
256,447.50
$
4
INSTALL 24" STEEL CASING
LF
120
$764.94
91,792.80
$
5
INSTALL 8" GATE VALVE
EA
6
$3,288.53
19,731.18
$
6
INSTALL 16" DIP CL 350 WATERLINE & FITTINGS
LF
30
$881.48
26,444.40
$
7
INSTALL 16" GATE VALVE
EA
2
$8,237.88
16,475.76
$
8
INSTALL 1" COMBO AIR VAC VALVE
EA
3
$9,191.08
27,573.24
$
9
INSTALL 2" WATER SERVICE
EA
1
$8,893.51
8,893.51
$
10
INSTALL 3" RECLAIMED WATERLINE
LF
30
$133.30
3,999.00
$
11
ABANDON EXISTING 8" WATERLINE GROUT FILL
LF
299
$61.26
18,316.74
$
12
ABANDON EXISTING 12" WATERLINE GROUT FILL
LF
70
$62.67
4,386.90
$
13
REMOVE 10" SEWER LINE
LF
70
$446.35
31,244.50
$
14
REMOVE EXISTING MANHOLE
EA
4
$11,621.45
46,485.80
$
15
INSTALL 10" VCP SEWER LINE
LF
1130
$652.58
737,415.40
$
16
INSTALL 60" POLYMER MANHOLE
EA
10
$38,558.08
385,580.80
$
17
ABANDON EXISTING 10" SEWER LINE/GROUT FILL
LF
1085
$41.65
45,190.25
$
18
CONCRETE ENCASEMENT MAG 404
LF
70
$206.21
14,434.70
$
20
ASPHALT REMOVAL & REPLACEMENT
SY
2600
$85.57
222,482.00
$
21
SIDEWALK REMOVAL & REPLACEMENT
SF
1700
$13.28
22,576.00
$
22
SIDEWALK RAMP REMOVAL & REPLACEMENT
SF
300
$22.77
6,831.00
$
23
CURB & GUTTER REMOVAL & REPLACEMENT
LF
747
$29.34
21,916.98
$
24
VALLEY GUTTER REMOVAL & REPLACMENT
SF
720
$28.46
20,491.20
$
25
TRAFFIC CONTROL
LS
1
$10,640.00
10,640.00
$
26
PROJECT DUST CONTROL
LS
1
$15,082.77
15,082.77
$
27
SWPPP
LS
1
$12,562.50
12,562.50
$
28
SEWER BYPASS
LS
1
$249,403.90
249,403.90
$
SUBTOTAL ‐ DIRECT COST OF THE WORK (A1)
2,361,622.79
$
DESIGN DOCUMENT STAGE: 90% WILSON
EXHIBIT D3 ‐ SCHEDULE OF VALUES 90% GMP
EXHIBIT D3
Page 2 of 3
37
GENERAL CONDITIONS EXHIBIT D2, (B)
MO
2.0 $ 78,160.85
156,321.70
$
2,517,944.49
$
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE) EXHIBIT D2, (C)
9.00%
226,615.00
$
SUBTOTAL ‐ OVERHEAD AND FEE
226,615.00
$
2,744,559.49
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
EX D2,(D2)
1.95% (Calc on RT #1)
49,099.92
$
10300
BONDS (PAYMENT & PERFORMANCE)
EX D2,(D1)
0.80% (Calc on RT #1)
20,143.56
$
SUBTOTAL ‐ INSURANCE AND BONDS
69,243.48
$
2,813,802.97
$
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3 EX, D2(E1)
5.070%
142,659.81
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJ. (ALLOWANCE) EX, D2 (E2)
5.070% $ 86,654.00
(2,601.56)
$
SUBTOTAL ‐ SALES TAXES
140,058.25
$
2,953,861.22
$
29‐35
ALLOWANCES EXHIBIT D2, (F1) Included in (F2)
AL
0.0
$ ‐
‐
$
10700
OWNER'S ALLOWANCE(AMOUNT INLC. MARK‐UPS (F2)
15.0%
443,079.18
$
SUBTOTAL ‐ ALLOWANCES AND CONTINGENCY (INCL MUs)
443,079.18
$
3,396,940.40
$
TOTAL GMP PROPOSAL
RUNNING TOTAL NO. 4 ‐ DIRECT COST OF THE WORK, + OH & FEE + INS & BOND + SALES TAXES)
RUNNING TOTAL NO. 3 ‐ DIRECT COST OF THE WORK + OH & FEE + INS & BOND
RUNNING TOTAL NO. 1 ‐ DIRECT COST OF THE WORK INCLUDING GCs
RUNNING TOTAL NO. 2 ‐ DIRECT COST OF THE WORK + OH & FEE
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
3‐18‐22
PROJECT NO.: WW2111.401
90% GMP FOR LAKE DR: CHAPARRAL TO ALMA SCHOOL
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY ITEM DESCRIPTION
QUANTITY
UM UNIT PRICE
TOTAL
37.1
PROJECT SUPERINTENDENT
352.00
HR
109.41
38,511.40
37.2
SPECIALTY SUPERINTENDENT
352.00
HR
104.01
36,612.00
37.3
PROJECT MANAGER
176.00
HR
109.41
19,255.70
37.4
PROJECT ENGINEER
352.00
HR
93.81
33,020.58
37.5
ICE AND WATER
2.00
MO
220.00
440.00
37.6
BUY CONSTRUCTION WATER
2.00
MO
2,150.00
4,300.00
37.7
TEMPORARY FACILITIES
2.00
MO
12,091.01
24,182.02
GENERAL CONDITIONS (DIRECT COSTS)
156,321.70
37
MONTHLY GENERAL CONDITIONS
2
MO
78,160.85
NOTE
See Main Schedule of Values Pay Item 37 for GCs
DESIGN DOCUMENT STAGE: 90%
WILSON
ITEM 27 ‐ GENERAL CONDITIONS DETAIL
Exhibit D3
Page 3 of 3
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
3/18/22
PROJECT NO.: WW2111.401
90% GMP FOR LAKE DR: CHAPARRAL TO ALMA SCHOOL
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
29
OFF‐DUTY OFFICER (ALLOWANCE)
LS
1.0
29,920.00
$
29,920.00
$
30
LANDSCAPING RESTORATION (ALLOWANCE)
LS
1.0
20,000.00
$
20,000.00
$
31
HOA WALL REPAIR (ALLOWANCE)
LS
1.0
30,000.00
$
30,000.00
$
32
3" IRRIGATION BYPASS (ALLOWANCE)
LS
1.0
10,000.00
$
10,000.00
$
33
MATERIAL TESTING (ALLOWANCE)
LS
1.0
15,000.00
$
15,000.00
$
34
SWEEPING (ALLOWANCE)
LS
1.0
13,000.00
$
13,000.00
$
35
PLANT OPENING FEES (ALLOWANCE)
LS
1.0
12,000.00
$
12,000.00
$
129,920.00
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
11,692.80
$
SUBTOTAL ‐ OVERHEAD AND FEE ©
11,692.80
$
141,612.80
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95% (Calc on RT #1)
2,533.44
$
10300
BONDS (PAYMENT & PERFORMANCE)
0.80% (Calc on RT #1)
1,039.36
$
SUBTOTAL ‐ INSURANCE AND BONDS
3,572.80
$
145,185.60
$
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3
5.070%
7,360.91
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJUSTMENT (ALLOWANCE)
SUBTOTAL ‐ SALES TAXES
7,360.91
$
152,546.51
$
NOTE
ALLOWANCES ARE ESTIMATES F1 Allowance to be included in F2 Owner Allowance
TOTAL ALLOWANCES (SEE MAIN SCHEDULE OF VALUES PAY ITEM 28)
SUBTOTAL ‐ DIRECT COST OF THE ALLOWANCES
.
DESIGN DOCUMENT STAGE: 90% WILSON
RUNNING TOTAL NO. 1 ‐ DIRECT COST + OH & FEE
RUNNING TOTAL NO. 2 ‐ DIRECT COST + OH & FEE + INS & BOND
EXHIBIT D4: LIST OF GMP DOCUMENTS
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
Wilson Engineers City of Chandler ‐ Chandler Heights Road Utility Relocations, Lake Drive:
Chaparral Way to Alma School Road 90% plan set (pages 1 to 14), Project No. WW2111.401
dated January 2022 with comments dated February 8th, 2022.
Wilson Engineers Technical Specifications Submittal for City of Chandler – Chandler Heights
Road Utility Relocations, Lake Drive: Chaparral Way to Alma School Road, City Project No.
WW2111.401, dated February 2022 (Agency Review set, pages 1 to 99).
Executed (12‐16‐21) Pre‐construction Services Contract with Achen‐Gardner Construction, LLC
and the City of Chandler for the Chandler Heights Road Utility Relocations CMAR Project; City of
Chandler Project No. WW2111.251.
Project WW2111.401 GMP 1 ‐Package 1 (Chaparral Way – Dobson Road to Lake Dr.) proposal
dated 1‐26‐22 and contract documents scheduled for council approval on 2‐24‐22.
EXHIBIT D5: CLARIFICATIONS AND ASSUMPTIONS
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
NOTE: This GMP is based on the following clarifications and assumptions.
1. Fee Exclusions: GMP excludes all costs associated with City permit and plan review fees, Quality
Assurance (QA) (i.e., City inspection and testing) costs, impact fees, and utility company fees, water
meters/meter installations except for construction water, and/or any other fees not specifically
identified herein.
2. Unit Price Contract Administration: This GMP will be administered as a Measured Quantity/Unit
Price, Guaranteed Not‐to‐Exceed Contract. The Schedules of Values (Re: Exhibit D3) is defined by the
individual work/pay items plus fee structure, and markups (re: Exhibit D3, Items 10100 through
10450). Final contract price/payout will be based on field measured, final completed quantities at the
approved unit prices, approved allowance and/or contingency utilization, and approved change
orders. It is understood that these City approved prices including mark‐ups are the “Cost of the
Work”. The mark‐up structure on the Schedule of Values (Exhibit D3) will apply to Change Orders
and/or Extra Work, allowances, and contingencies. The mark‐ups for MAG section 109.5 do not apply
for this contract. Pay Item under‐runs and/or unused items shall fall to Owner’s Allowance for the
duration of the project. Quantity over‐runs shall be paid at the unit price established in the Schedule
of Values for the pay item and shall be paid from Owner’s Allowance or Change Orders.
3. Aerial Construction Photography: Achen‐Gardner shall provide a pre‐construction video/photographs
and progress photographs/videos periodically. Aerial videos shall only be provided if FAA and local
approval is provided to fly a drone camera. Drone videos if allowed, shall be standard drone footage.
4. Mobilization/Demobilization – includes the following monthly items as defined in the Specifications:
the field office fencing, work area fencing for three work sites, field offices, temporary utilities,
material testing, and toilets for the two‐month project duration. Therefore, the
Mobilization/Demobilization Pay Item shall be invoiced monthly based on the two (2) month project
duration.
5. Utility Relocations / Unknown Buried Conflicts: This GMP excludes all costs associated with removing,
replacing and/or relocating any existing buried or overhead dry utilities and/or unknown buried
conflicts.
6. Final, For‐construction Plans and Technical Provisions: Funds required for revisions made between
the 90% and final design documents shall come from Owners Allowance.
FEE SCHEDULE ITEM CLARIFICATIONS
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
DIRECT COSTS
1
Mobilization
Mobilization & Demobilization
Pre-Construction Video & Progress Photos
Project Clean-Up
Known utility potholing
Small Tools & Consumables
Dust Permit
Project Sign
Quality Control based on MAG testing requirements for frequency and type.
Nighttime/weekend plant opening fees.
Measured and paid on lump sum basis.
2
Survey
Survey, Staking, Registered Land Surveyor Certified As-Builts
Construction Redlines
GIS point collection and submission per City’s GIS Mapping specifications
Registered Land Surveyor Certification of as-builts
Measured and paid on lump sum basis
3-9,12
Potable Water
Includes all installation work associated; dig/lay/bedding/shading/backfill per
MAG specs and as noted on drawings, spoil/debris haul off, slurry backfill to
full depth in asphalt per detail 101 on page M-1, connections to existing
waterlines/service connections (tees), installation of valves, and testing (bac
tee & chlorination)
Includes 2”, 8”, and 16” waterline as noted on the plans.
Includes 24” steel casings where laterals are noted on plans; all lateral
crossings to be placed under SRP duct banks. Each casing installation is based
on all 35’ at one time.
Work excludes cathodic protection for all DIP related components.
Work includes grout fill of 174 LF of 8” and 70 LF of 12” abandoned
waterlines per the plans.
Material pricing good for 30 days.
Measured and paid for as noted on Exhibit D3 unit rates summary.
10
Reclaimed Water
Includes all installation work associated; dig/lay/bedding/shading/backfill per
MAG specs and as noted on drawings, spoil/debris haul off, slurry backfill to
full depth in asphalt per detail 101page M-1, connections to existing
reclaimed waterlines/service connections (tees), installation of valves, and
pressure testing as required.
Includes 3”” reclaimed waterline as noted on the plans.
Material pricing good for 30 days.
Measured and paid for as noted on Exhibit D3 unit rates summary.
13-18
Sewer
Includes all installation work associated; dig/lay/bedding/shading/backfill,
spoil/debris haul off, slurry backfill to full depth in asphalt per detail 101 on
page M-1, manhole connections, manhole installation/rehab as noted on plans,
applicable sewer encasements, testing, and CCTV.
Includes 10” sewer as noted on the plans.
Includes new polymer manholes 60” diameter as noted on the plans.
Includes removal of existing manholes and existing 10” sewer line as noted
on the plans.
Includes grouting 1085 LF of 10” abandoned sewer line.
Includes MAG 404 encasement as noted on the plans.
Material pricing good for 30 days.
Measured and paid for as noted on Exhibit D3 unit rates summary.
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
20
Asphalt Removal &
Replacement
Includes all work associated with the construction including saw cutting,
spoil/debris haul off, subgrade preparation, and installation of ABC, AC and
tack coat..
Slurry seal is excluded.
Asphalt thickness to be replaced on Lake Drive at 3” Asphalt Concrete on 6”
ABC and on Alma School Road at 5” Asphaltic Concrete on 12” of ABC as
noted on the plans.
Includes thermoplastic striping.
Material pricing good for 30 days.
Measured and paid for by the Square Yard.
21-24
Concrete
Includes all work associated; concrete removal, saw cutting, haul off,
disposal, subgrade preparation, and replacement of concrete with like kind to
match existing color and textured surfaces. Curb & Gutter replacements per
mag 220, Sidewalk replacements per MAG 230 and valley gutter/apron
replacements per MAG 240.
Material pricing good for 30 days.
Measured and paid for as noted on Exhibit D3 unit rates summary.
25
Traffic Control
Traffic Control assumed to have hard closure all directions on Lake Dr from
approximately station 100+80 to approximately station 117+00 (west asphalt
edge of Alma School Road). Excludes any use of jersey barriers.
Message Boards - Variable Message Boards will set up 2 weeks prior to
construction and then removed after 2 weeks after the start of construction.
Includes 4 variable message boards.
Traffic Control Plans - Includes preparation, submission, and updates of
Traffic Control Plans (TCP).
Setup & Takedown - Includes installation, maintenance, and removal of
barricades and signage in accordance with approved TCP.
Includes daily maintenance of barricades in accordance with approved TCP.
Barricades and no plating.
Measured and paid on lump sum basis.
26
Dust Control
Includes one month of 2000 gallon water truck and teamster for dust control.
Measured and paid on lump sum basis.
27
SWPPP – Design,
Implementation, &
Maintenance
Includes SWPPP plan, implementation of plan, inspections, and removal at
the completion of the project.
Track Out Pad
Measured and paid on lump sum basis.
28
Bypass Pumping
Includes installation with 5week operation of bypass for 10” sewer line. The
suction manhole is located at approximately 101+00 and the discharge
manhole is located at approximately 117+00 (west edge of Alma School
Road). Lateral flows are picked up at MH #4 (from the south), MH #7 (from
the north), and MH #10 (from the north and south). Assumes that lateral
bypass line will need to be buried at 2 locations Wildflower and Apartment
lateral at MH #10 to connect to main bypass line. No asphalt replacement
included in this item.
Measured and paid on lump sum basis.
37
General Conditions
Includes cost of Project Management – Project Supt., Specialty Supt.
Project Manager, Project Engineer and vehicles.
Ice/drinking water and construction water.
Temporary Facilities (2.0 months) – trailer, fencing, electrical service,
yard rental, toilets, and trailer furnishings.
Assumption is that GMP 1 timeframe for 2 months (April/May) gives
GMP 2 a sequenced start directly after GMP 1 for 2.0 months (June/July)
with no gap. Should a nonconsecutive work time gap exist the additional
time would be funded out of Owner Contingency.
Measured and paid on a monthly basis.
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
ALLOWANCES
29
Off Duty Police Officer w/
vehicle (Allowance)
Chandler Off-Duty Police Office and Vehicle.
Hourly rate may be adjusted to match actual costs incurred (City rates could
be subject to change during the duration of the project).
Measured and paid on an hourly basis out of owner contingency F2.
30
Landscape Restoration
(Allowance)
Includes all work associated including granite removal, spoil/debris haul off,
subgrade preparation, replacement of decomposed granite and restoration of
existing irrigation system.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
31
HOA Wall Repair
(Allowance)
Includes all HOA repair work associated with the construction of north tie in
on 8” waterline at station 14+80.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
32
3” Irrigation Bypass
(Allowance)
Includes all work associated with bypassing the 3” reclaimed waterline.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
33
Material Testing (Allowance)
Includes all work associated with Quality Control based on MAG testing
requirements for frequency and type.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
34
Sweeping (Allowance)
Includes all work associated with sweeping for dust control to and from the
site.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
35
Plant Opening (Allowance)
Includes all work associated with additional plant opening fees.
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable out of owner contingency F2.
10700
Owner’s Allowance
For City requested upgrades and changes per Construction Contract Article
15.4.2 Owner’s Contingency.
Includes $140,000 for the preconstruction services for GMP 3 (Package 3)
and GMP 4 (Package 4).
Measured and paid for on a cost-plus markups basis unless unit prices can be
utilized where applicable.
CMAR FEE
10100
CMAR Construction Fee
Measured and paid on calculation of 9.0% of subtotal direct costs,
contingencies, allowances, and job overhead.
BONDS AND INSURANCE
10200
Insurance
Measured and paid on calculation of 1.95% of subtotal for direct costs.
10300
Performance and Payment
Bonds
Measured and paid on calculation of .8% of subtotal for direct costs.
SALES TAX
10400
Gross Receipts Tax
Calculated based on 65% of 7.8% City of Chandler Sales Tax rate.
Calculation may be adjusted to match actual sales tax incurred (City rates
could be subject to change during the duration of the project).
Measured and paid on calculation of 5.07% of subtotal direct costs,
contingencies, allowances, job overhead, CMAR fee, bonds and insurance.
10450
Tax Exempt Material
Adjustment
Tax Exempt material adjustment for water line materials per Title 42 of the
Arizona Revised Statutes (also reference AZDOR code 535 Pipes or Valves,
4” diameter or large used to transport oil, natural/artificial gas, water, coal
slurry).
Measured and paid on lump sum basis.
** Allowance options with values are referenced above; allowance items can be reallocated to the base
bid as requested.
EXHIBIT D6: SUBCONTRACTOR AND SUPPLIER SOLICITATION DOCUMENTATION,
AWARD RECOMMENDATIONS, AND QUOTES
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
See following subcontractor and supplier award recommendations spreadsheet with quotes.
1) This Proposal is based on recommended awarded subcontractor and supplier resource values and
related proposals/quote clarifications, inclusions, exclusions, escalation clauses, and qualifications.
These proposals/quotes follow this summary sheet.
2) This summary reflects competitive bids with a specific scope/Schedule of Values provided to all
subcontractors and suppliers at the time of solicitation. Actual quantities and extended totals
reflected in the SOV may be different based on final quantity and cost adjustments due to ongoing
revisions.
3/18/2022
SCOPE OF WORK/MATERIAL SUBCONTRACTOR/SUPPLIER
BID/NO BID BID AMOUNT
RECOMMENDATIONS
AGGREGATES
Buesing Corp
B
337,138.00
$
AGGREGATES
Cemex Inc
B
309,592.00
$
Lowest Qualified Bidder
AGGREGATES
Vulcan Materials
B
569,926.00
$
ASPHALT
Fisher Sand and Gravel
B
72,735.00
$
ASPHALT
Vulcan Materials
B
54,375.00
$
Lowest Qualified Bidder
BYPASS
Capital Pump & Equipment
B
216,005.07
$
Lowest Qualified Bidder
BYPASS
Rain For Rent
B
249,938.00
$
CASING
Trinity Products
B
21,822.00
$
Selection Continuation Pck 1
GROUT
Action Pumping
B
7,695.00
$
Lowest Qualified Bidder
GROUT
Cell‐Crete Corporation
B
27,030.00
$
GROUT
Pacific International Grout Company
N
PIPEPK
Core&Main
B
92,686.00
$
Selection Continuation Pck 1
POLYMH
Armorock
B
143,581.00
$
Lowest Qualified Bidder
POLYMH
Olson Precast
B
122,089.00
$
Not approved supplier
QC
Alta Arizona (Survey,Engineering, GeotecN
QC
Ninyo & Moore
N
QC
Quality Testing LLC.
B
14,957.00
$
Lowest Qualified Bidder
REDIMIX
Arizona Materials LLC
B
158,770.00
$
Lowest Qualified Bidder
REDIMIX
Calportland
B
164,135.00
$
REDIMIX
Desert Redi Mix
B
144,808.00
$
NO PRICE/DELIVERY GUARANTEE
SURVEY
Atwell, LLC
N
SURVEY
Benchmark Surveying & Consulting
N
SURVEY
Survey Innovations Group Inc.
B
3,660.00
$
Lowest Qualified Bidder
SUBCONTRACTOR SOLICITATION SUMMARY AND RECOMMENDATIONS
Quote Analysis Report
Page 1 of 2
Achen-Gardner Construction, LLC 71
Mark McLafferty
3/18/2022 12:52 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2 FINAL
39381002-1
AGGREGATES
AGGREGATES
Vendor Phone
Vendor Name
Vendor Code
Unit Price
7606377179
Cemex Inc
CEMEXINC
Unit Price
6022333339
Buesing Corp
BUESINGCORP
Unit Price
6025288961
Vulcan Materials
VULCANMATERI
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
25.0000
TN
1.50
57 ROCK
2AG57ROCK
P
25.0000
0.0000
25.0000
15.0000
TN
19,949.00
ABC MAG
2AGABC
15.5000
16.9000
28.5500
23.0000
TN
15.00
BEDDING SAND
2AGBEDSAND
P
23.0000
0.0000
P
23.0000
Plugged Amount
Quoted Amount
383
309,210
0
337,138
345
569,581
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
299,618
Totals
309,592
337,138
569,926
Diff From Plug
9,975
37,521
270,309
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
GENERAL INFORMATION
MATERIAL PRICING:
ADDITIONAL CLAUSES
Category
Item
Value
UoM
Comments
Pricing Escalation
ADD $0.50/TON 7/1/22 - 9/30/22
The prices are subject to an escalation of
x.xx
USD/ton
Effective , and each months thereafter
Surcharges and Fees
Variable Fuel surcharge
xx.xx
USD/Load
Environmental compliance fee
$5.00
USD/Load
Charged on all loads
Full freight recovery
xx.xx
USD/ton
Based on full freight for a load of 22 Tons
Plant Operning fee for non business hours on
weekdays, weekends
$1,000.00
USD per Each
Subject to notification
Saturday haul premium
Bid upon request
USD/ton
Aggregates account manager for pricing
Standby charge
xx.xx
USD/min
Subject to notification
Re-handling fee
$40.00
USD/Load
Unsuitable material dumped at landfill, to be reloaded
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions. Pricing quoted is per short ton and does not include sales tax. Applicable Sales Tax will apply unless Sales Tax exemption
certificate is on file at CEMEX prior to pick up or delivery.
Delivered Pricing: Pricing is based on delivery during regular aggregate plant hours.
FOB Pricing: Material prices are FOB CEMEX facility at the designated location loaded onto buyer’s trucks. Ownership of materials transfers from CEMEX to customer at gate.
Payment terms
Payment Terms are standard as follows: Net 10th Prox. (10th of the month following delivery or pick up)
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
Material Availability
All Materials are subject to availability by plant inventory, production schedules, shipping schedules, plant failure and / or equipment breakdown. CEMEX is not liable for lack of
material, equipment, drivers, disruptions in transportation, and any other shortage.
Delivery Availability
All shipments are subject to truck availability.
Product Performance
All material is per engineer approval and is considered acceptable when tested and sampled per acceptable sampling standards at our plant.
Respectfully,
CEMEX Con Mat South,LLC
Accepted by:
Donald Peters
ACHEN-GARDNER CONSTRUCTION LLC
Phone: 0
Email: donald.peters@cemex.com
BID-0608432
2/16/2022 2:40 PM
Account:
ACHEN-GARDNER CONSTRUCTION LLC
Project:
D - CHANDLER HTS RD CMAR P2
Account number:
3033003
Project Address:
4500 South Alma School Road
Contact:
Mark McLafferty
Chandler, Arizona 85248
E-mail:
mmclafferty@achen.com
Phone:
480-940-1300
Doc. Expiration Date:
3/18/2022
Price Valid from:
2/16/2022
Customer Service:
602-416-2658
Price Valid to:
3/31/2022
Sales Office Address:
5555 E. Van Buren Street, Suite 155, Phoenix, AZ
85008
Material Number
Description
Plant
Quantity
UoM
Delivered Price
Truck Type
Notes
1307799
SPEC BASE COARSE
2108-8985-Agg Trading -
Sacaton (SO-3233)
30,000.00
TON
$15.25
16 WHEELER
DELIVERED IN SUPERS
Standard Terms and Condition
1.Terms and Conditions. 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.
BUESING CORP.
Highway / Heavy Construction
AZ Lic. # A-ROC200645
Date: 2/16/2022
To: Achen Gardner Construction
Attn: Mark McLafferty
Phone:
Fax:
Bid Date:
February 16, 2021
Project No:
Project: Chandler Heights Utility Package #2
Location:
Alma School Road & Lake Drive
City:
Chandler, Az
We are pleased to submit the following cost estimate:
Pricing Good Through 09/30/2022 (See Standard Provisions)
QUANTITY
UNIT
DESCRIPTION
PRICE / UNIT
TOTAL
24,645
TON
NON LIMED MAG ABC DELIVERED IN BELLY DUMPS
15.45
$
380,765.25
$
24,645
TON
NON LIMED MAG ABC DELIVERED IN SUPERS
16.90
$
416,500.50
$
$
$
Standard Provisions
SUFFICIENT QUANTIIES PER DELIVERY TO INSURE 4 HOUR MINIMUM PER TRUCK
Prices do not include weekend, holiday, off hour, or overtime shipments. Additional charges may apply if any of
these conditions occur. Unless otherwise stated, dirt haul prices exclude permits, loading, dust control & sweeping.
ALL PRICES ASSUME THAT BUESING CORP'S STANDARD INSURANCE IS ACCEPTABLE
ALL PRICING WILL BE HONORED THROUGH THE DATE SPECIFIED ABOVE
PROVIDED THAT WE RECEIVE A P.O., P.A., OR LETTER OF INTENT WITHIN 30 DAYS . If
JOB AWARD IS LONGER THAN 30 DAYS PLEASE NOTIFY US WITHIN THE 30 DAYS ,
AND WE WILL NEGOTIATE WITH MATERIAL SUPPLIERS TO ALLOW THE PRICE TO BE HONORED
Special Provisions
AGGREGATE PRICING INCLUDES AN ALLOWANCE OF 5 MINUTES PER LOAD FOR BELLY DUMPS OR 7 MINUTES PER LOAD FOR
SUPERS TO GET FROM THE PROJECT ENTRANCE TO THE DUMPSITE, UNLOAD & GET BACK TO THE PROJECT ENTRANCE.
BUESING WILL MAKE EVERY REASONABLE EFFORT TO HONOR THIS QUOTE & MEET CUSTOMER PRODUCTION EXPECTIONS.
HOWEVER, MATERIAL & TRUCK AVAILABILITY ARE BEYOND OUR CONTROL. ACCEPTANCE OF THIS QUOTE SHALL NOT
SERVE AS A GUARANTEE THAT MATERIALS AND/OR TRUCKS WILL BE AVAILABLE WHEN REQUESTED.
Company Name:
Date: .
and GOOD LUCK !!!
Respectfully Submitted: Cecil Wallace
3045 S 7th Street
Phoenix, Arizona 85040
(602) 845-3133
Cell: (602) 799-5702
Payment due on or before the 25th day of the month for work completed or materials delivered in the month prior. No retention withheld.
"Simply the Best"
-
Achen Gardner Construction
Authorized Person's Signature:_________________________________________________
If These Terms And Conditions Are Acceptable Please Sign This Form And Fax It Back To The Number Below
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, provided there is an understanding between
parties that the prime and / or subcontractor must receive an official award. If an official award, contract or subcontract is not consummated this proposal shall become null and void.
Attn:
Acct#:
Mark McLafferty
550 SOUTH 79TH STREET
ACHEN-GARDNER CONSTRUCTION LLC
CHANDLER, AZ 85226
CHANDLER, AZ 85248
Quote Name:
Quote #:
Quotation
CHANDLER HEIGHTS UTILITY / ALMA SCHOO
513348
ALMA SCHOOL RD & LAKE DR /CHANDLER
AZ049141
213235
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Wednesday, February 16, 2022
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, February 16, 2022
Wednesday, February 16, 2022
Friday, March 18, 2022
Sunday, July 31, 2022
Brian Kochert
2526 E University Drive
480-536-0576
kochertb@vmcmail.com
There is a minimum for short loads.
This Hot-Mix Asphalt quote is based on a published average selling price from Poten & Partners for liquid binder of
$515/per ton. Any increase in price of $25.00 or greater will be billed to the customer at $1.50 per ton for every $25.00
increase.
In the above example, if the published rack rate for liquid binder hits $540/ton during the lifecycle of the project, an
increase of $1.50/ton will be added to each invoice for that month. If the rack rate climbs to $565/ton, a second $1.50
Binder Surcharge will go into effect. If pricing drops back down to the initial published rate, we’ll adjust the price back to
the original quoted per ton price.
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price
adjustment
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday
- Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Friday night into
Saturday morning production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday
production (per 8 hour shifts) will be charged $1,000.00 per shift. Plant Premium for Sunday production (per 8 hour
shifts) will be charged $2,000.00 per shift. Any overtime will be charged at $350.00 per hour. Truck stand by will be
charged on site after the first 20 minutes at the rate of $93 per hour or $1.55 per minute. All night work will be subject
to an 8 hour minimum hourly haul charge. All weekend work will be subject to a 4 hour minimum hourly haul charge.
All FOB asphalt will be $79.00 per ton.
Product #
Product Name
Plant
SAND & GRAVEL
Delivered
Price Per Unit
U/M
Qty
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
24,645
$28.55
STD FRT RATE
Truck Type
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
24,645
$28.25
BOTTOM DUMP
Truck Type
VAL VISTA SAND & GRAVEL
#57 ROCK
25112
Tons
2
$26.50
STD FRT RATE
Truck Type
Product #
Product Name
Plant
ASPHALT
Delivered
Price Per Unit
U/M
Qty
SAN TAN HMA
3/4" EVAC PG70-10
231512T
Tons
750
$72.10
Page 1 of 3
STD FRT RATE
Truck Type
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject to
credit approval)
Page 2 of 3
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month,
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full
by the payment due date will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents ,
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.
The
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or
other conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written
notice of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such
notice. .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from
shall apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition,
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications,
regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3
Page 2 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
2/24/2022 2:14 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2
39381002
ASPHALT
ASPHALT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6025288961
Vulcan Material
VULCANMATERI
Unit Price
4807301033
Fisher Sand and
FISHERSANDAN
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
TN
750.00
REPLACE ASPHALT
2AC12EVAC
72.5000
96.5000
Plugged Amount
Quoted Amount
0
54,375
0
72,375
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
54,375
72,375
Diff From Plug
54,375
72,375
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Attn:
Acct#:
Mark McLafferty
550 SOUTH 79TH STREET
ACHEN-GARDNER CONSTRUCTION LLC
CHANDLER, AZ 85226
CHANDLER, AZ 85248
Quote Name:
Quote #:
Quotation
CHANDLER HEIGHTS UTILITY / ALMA SCHOO
513348
ALMA SCHOOL RD & LAKE DR /CHANDLER
AZ049141
213235
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Wednesday, February 16, 2022
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, February 16, 2022
Wednesday, February 16, 2022
Friday, March 18, 2022
Sunday, July 31, 2022
Brian Kochert
2526 E University Drive
480-536-0576
kochertb@vmcmail.com
There is a minimum for short loads.
This Hot-Mix Asphalt quote is based on a published average selling price from Poten & Partners for liquid binder of
$515/per ton. Any increase in price of $25.00 or greater will be billed to the customer at $1.50 per ton for every $25.00
increase.
In the above example, if the published rack rate for liquid binder hits $540/ton during the lifecycle of the project, an
increase of $1.50/ton will be added to each invoice for that month. If the rack rate climbs to $565/ton, a second $1.50
Binder Surcharge will go into effect. If pricing drops back down to the initial published rate, we’ll adjust the price back to
the original quoted per ton price.
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price
adjustment
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday
- Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Friday night into
Saturday morning production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday
production (per 8 hour shifts) will be charged $1,000.00 per shift. Plant Premium for Sunday production (per 8 hour
shifts) will be charged $2,000.00 per shift. Any overtime will be charged at $350.00 per hour. Truck stand by will be
charged on site after the first 20 minutes at the rate of $93 per hour or $1.55 per minute. All night work will be subject
to an 8 hour minimum hourly haul charge. All weekend work will be subject to a 4 hour minimum hourly haul charge.
All FOB asphalt will be $79.00 per ton.
Product #
Product Name
Plant
SAND & GRAVEL
Delivered
Price Per Unit
U/M
Qty
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
24,645
$28.55
STD FRT RATE
Truck Type
WEST BROADWAY SAND & GRAVEL MAG SPEC ABC
16272
Tons
24,645
$28.25
BOTTOM DUMP
Truck Type
VAL VISTA SAND & GRAVEL
#57 ROCK
25112
Tons
2
$26.50
STD FRT RATE
Truck Type
Product #
Product Name
Plant
ASPHALT
Delivered
Price Per Unit
U/M
Qty
SAN TAN HMA
3/4" EVAC PG70-10
231512T
Tons
750
$72.10
Page 1 of 3
STD FRT RATE
Truck Type
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject to
credit approval)
Page 2 of 3
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month,
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full
by the payment due date will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents ,
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.
The
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or
other conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written
notice of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such
notice. .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from
shall apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition,
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications,
regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3
Page 3 of 9
Achen-Gardner Construction, LLC 71
Mark McLafferty
3/17/2022 2:26 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2 FINAL
39381002-1
BYPASS
BYPASS
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4806265257
Capital Pump &
CAPITALPUMPE
Unit Price
4808959225
Rain For Rent
RAINFORRENT
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LS
1.00
BYPASS PUMPING
4BYPASSPUMP
2051090
281
216,005.0700
243,938.7200
Plugged Amount
Quoted Amount
0
216,005
0
243,939
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
216,005
243,939
Diff From Plug
216,005
243,939
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
9229 S Hardy Drive Tempe, AZ 85284
Phone: 480-626-5257 Email: Sales@cpepumps.com
Quote #:
CP22-275
Job Name:
Customer:
Achen Gardner
Location:
550 S 79th Street
Chandler, AZ
Chandler AZ
Contact:
Mark McLafferty
Phone:
602-877-9392
Email:
MMcLaffertyt@achen.com
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
6 Week Total
10
ea.
Week
884.00
$
2,652.00
$
44,200.00
$
5
ea.
Week
50.00
$
150.00
$
1,250.00
$
5
ea.
Week
66.00
$
198.00
$
1,650.00
$
10
ea.
Week
75.00
$
225.00
$
3,750.00
$
1500
ft
Week
0.25
$
0.75
$
1,875.00
$
600
ft
Week
0.24
$
0.72
$
720.00
$
1
ea.
Week
500.00
$
1,500.00
$
2,500.00
$
42
Day
3,120.00
$
131,040.00
$
42
Day
230.00
$
9,660.00
$
1
Sale
$950.00
950.00
$
QUANTITIES ARE ESTIMATES
6 Week Rental Total
197,595.00
$
QUANTITIES USED WILL BE BILLED
Delivery
375.00
$
** This bypass is designed to pump 450gpm @ 20' TDH with
Pick-up
375.00
$
100% Pump redundancy **
Estimated Install Labor
8,900.00
$
** Certified confined space crew **
5 Plug Install Labor
1,500.00
$
Estimated Removal Labor
6,250.00
$
Estimated Sale Tax
1,010.07
$
ESTIMATE TOTAL -
$216,005.07
Prepared by:
Jerry Sheatz
Accepted by:
Date:
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date
10' x 12' x 12" Spill Berms
6" to 10" Multi size Plug
6" X 13' Suction Stingers
24/7 Pump Watch
8" DR17 HDPE Pipe
Misc. Elbows Pipe & Fittings
6" DR17 HDPE Pipe
Wednesday, February 16, 2022
Est. Fuel Burn 40 Gal Per day@$5.75Gal
PE Stamped Bypass Plan
10" Sewer Bypass
Lake Dr & Wildflower
4" Silenced Pumps
2 person days 24/7 @ $130.00 per Hr.
9229 S Hardy Drive Tempe, AZ 85284
Phone: 480-626-5257 Email: Sales@cpepumps.com
Terms, Conditions & Specifications
1. Customer agrees to abide by the terms and conditions on the purchase or rental contract.
2. Quantities are estimates and system is designed with information supplied by the customer. Any additional
requirements will incur additional charges.
3. Customer responsible for all permits, traffic control, road crossings, etc.
4. Customer responsible for all FUEL & PM SERVICE during pump rentals.
5. Pump rate is based on 8 hour day, 48 hour week, 192 hour 4 week.
N/A
6. Overtime Charges, if applicable, are Computed: (Monthly Rate / 192) X .5 = O/T Charge Per Hour
N/A
7. Labor rate is for normal working hours. Weekend or nighttime will incur additional charges.
8. Rental begins when equipment leaves CPE branch. Pumping systems are on rent during installation.
JOB SPECIFIC TERMS, CONDITIONS & SPECIFICATIONS
9. If Water Bridges are rented, they are placed under customer’s direction. Customer accepts sole responsibility for placement, ongoing
maintenance, and suitability for use in each specific traffic location.
Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2008807 for Lake Rd Bypass (4-5 stations). We
value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to ensure
your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2008807
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2008807
Project Name
Lake Rd Bypass (4-5 stations)
Date Prepared
2/15/2022
Est. Delivery Date
5/2/2022
Prevailing Wage
No
Est. Completion Date
5/31/2022
Project Location
Alma School/Lake St. west
Chandler, AZ, 85226
Project Summary
Project requires multiple pump stations with redundancy, 24/7 pump watch (2 men)
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:
Delivery, installation, 24/7 operation, removal, pickup of all quoted materials/equipment.
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below:
Plans, Job Walks, Customer Meetings, and email/phone communications.
Operating Parameters
System is designed to convey up to 500GPM sewage. Lateral flows shall be managed according to details listed below.
4 separate pump stations shall be operated by RFR.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that
certified payroll is required, quote will be subject to additional charges.
Jobsite:
Customer is responsible for:
1. Informing RFR of any jobsite or general requirement(s) to perform work on location.
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment.
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal,
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental
countermeasures.
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, installing sewer diversion lines, backfilling, restoration,
modification, or alteration of any permanent structure or site element including changes to pump pad preparation, suction, or discharge
chambers during duration of job (including installation and removal).
System:
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating,
cleaning, and reloading of provided equipment/system.
2. If installation provided by RFR and Customer is operating system, this Transfer of Operation form will need to be reviewed and signed by both
parties upon completion of setup. (sample form only): https://rainforrentcorp.box.com/v/systemtransferoperation
3. Customer will provide fueling.
4.
Customer
will
provide
preventative
maintenance
as
recommended
by
manufacturer
or
per
the
Rental
Agreement. https://rainforrentcorp.box.com/v/pumpmaintenance
5. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be
provided at an additional charge.
Proposal Number 1092-IND-2008807 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2008807
Sales Rep: Jon Wilson
Rain For Rent
6. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards,
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all
waste materials associated with this equipment/system.
Customer is responsible for:
1. Any work in confined spaces.
2. Equipment, operator and fuel to excavate sump/installing temporary structure as needed to permit lateral pump stations to convey sewage
away from suction structure. Sumps/temporary structures needed on Wildflower Rd and in front of school.
3. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge
per executed change order. Equipment stays on rent until it can be returned.
4. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills.
5. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional
sewer plugs or backflow preventers.
6. Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
7. Customer is required to periodically start diesel back-up pumps and ensure batteries are fully charged, ready for operation.
8. Customer to identify high points for air vents.
9. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Upon Pickup:
Contact the RFR office at 480.895.9225 to schedule pickup when equipment/system is cleaned and ready to be released.
Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a visual
inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered
condition” will not be picked up.
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires a signed quote and Purchase Order prior to scheduling equipment and crew,
subject to availability ARO. Scheduling shall not be sooner than 1 week before start of work.
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may
apply subject to mutually agreed upon change order.
Billing
Delivery and first week’s labor will be billed at the end of the first week of installation, supported by signed daily work tickets. Any additional
labor will be billed weekly supported by signed day tickets.
Inbound freight shall be invoiced at cost plus 15%.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome.
Proposal Number 1092-IND-2008807 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2008807
Sales Rep: Jon Wilson
Rain For Rent
Achen-Gardner requests sewer bypass system to support work on Lake Drive utility relocation project.
1 week equipment rental = $7,488.48
1 week, 2-man 24/7 pump operation = $15,288.00.
Details in Statement of Work
Proposal Number 1092-IND-2008807 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2008807
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$7,488.48
Estimated Environmental Recovery Fees
$243.38
Total Estimated Recurring Charges
$7,731.86
MOBILIZATION & DE-MOB COSTS
Estimated Delivery
$746.46
Estimated Installation
$7,554.88
Estimated Removal
$5,048.92
Estimated Pickup
$746.46
Estimated Services
$31,536.10
GRAND TOTAL
$53,364.68
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}}
{{Signdate}}
RPP
$1,048.38
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 2/10/2022
Proposal Number 1092-IND-2008807 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2008807
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2008807 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6
Page 4 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
2/24/2022 2:14 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2
39381002
STEEL CASING
CASING
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6368879683
Trinity Product
TRIINITY
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LF
120.00
24" STEEL CASING
2CAS24
181.8500
Plugged Amount
Quoted Amount
0
21,822
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
21,822
Diff From Plug
21,822
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Trinity Products, LLC
1969 W. TERRA LN. O’ FALLON MO, 63366
Tel: (800) 456-7473
Fax: (636) 639-6258
Feb 09, 2022
Quote #: TPIQ55776
Project: Chandler Heights (Pa...
QUOTE
Sales Rep:
Adam Manz
amanz@trinityproducts.com
636-887-9683
REMIT TO:
Trinity Products LLC
PO Box 84103
Chicago, IL, 60689-4003
FOB:
Approx. Ship
Date:
Terms of Sale:
JOBSITE
TBD
NET 30
QUOTE TO:
Achen-Gardner Construction
SHIP TO:
Mark McLafferty
550 South 79th St.
Chandler , Arizona 85226
Tel: 480-940-1300
Job Site
Chandler , Arizona 85224
DESCRIPTION
QTY
UOM
UNIT PRICE
TOTAL
24" x .375" Nominal, New Trinity Lo-profile Spiral Weld Steel
Pipe, A252 Gr. 3, Domestic w/ MTR's, 3pcs @ 40'
120
FT
$99.35
$11,922.00
Freight to Chandler, Arizona - Steel Pipe
1
T/L
$6,300.00
$6,300.00
8" x 24", Stainless Steel Spacer with EPDM Liner, Center
Restrained
12
EA
$185.00
$2,220.00
8" x 24", EPDM Wrap-Around End Seal
6
EA
$170.00
$1,020.00
Freight to Chandler, Arizona - Spacers/End Seals
1
LOT
$360.00
$360.00
Accepted by:
Mark McLafferty
Date
SUBTOTAL:
$21,822.00
ESTIMATED TAX:
$0.00
GRAND TOTAL:
$21,822.00
Comments:
All materials are subject to prior sale, mill rolling schedule and price fluctuations upon receipt of order.
Thank you,
Adam Manz
For more information please visit our website @ www.trinityproducts.com
Any claim(s) for damaged or incorrect must be made in writing within five (5) days of receipt of material to be considered valid. Due to the volatility of the steel and fuel markets, all quotations will be su
surcharges at time of order and/or shipment. These surcharges will be monitored monthly and adjusted accordingly. Any recommendations are for educational purposes only, not for commercial work
are subject to prior sale. Trinity Products, LLC is not responsible for delivery problems, delays or costs incurred due to shipping or trucking problems. IMPORTANT: Regarding All Coated Materials: Dama
coating from shipping and handling should be expected. Customer is responsible for all coating repairs. Also included in this agreement is the final pages, titled "Terms and Conditions of Sale of Goods"
part of this order.
TERMS & CONDITIONS OF THE SALE OF GOODS
1. Buyer shall indemnify, defend and hold Seller harmless from and against any and all claims whatsoever, demands, liabilities, causes of action, losses, damages,
costs and expenses, including, without limitation, attorneys' fees and claims for breach of contract, bodily injury (including death) or property damage, arising out
of or relating to Seller furnishing goods hereunder in accordance with shop drawings that were approved, approved as noted, or with respect to which no
exceptions were taken, or in accordance with plans, specifications or other design documents furnished by Buyer to Seller. A shop drawing shall be deemed
approved for all purposes and deemed consistent with plans, specifications and other design documents unless Buyer notifies Seller in writing of a specific
objection having merit within 14 days of receipt of the shop drawing
2. All materials and their attachments remain the property of Trinity Products, Inc. until all payments have been made in full.
3. Trinity Products LLC's sales price is exclusive of any applicable sales tax, use tax, and any other transaction taxes that may be imposed by any governmental entity or agent
thereof whether state, county, municipal, city or otherwise ("Governmental Entity"). The Customer shall be exclusively responsible for the complete payment of any sales, use
or other transaction taxes and shall pay all invoiced sales, use or other transaction taxes upon its receipt of materials from Trinity Products, LLC unless it provides Trinity
Products, LLC with a valid sales tax exemption certificate. In the event that any Governmental Entity at any time deems the Customer's sales tax exemption certificate to be
invalid or inapplicable or otherwise determines that the transaction is subject to a sales tax, use tax, or other transaction taxes the Customer shall immediately upon demand
provide Trinity Products, LLC and/or any of its successors and/or affiliates with monetary funds to cover all applicable sales tax, use tax, and any other transaction taxes that
may have been assessed, including any applicable interest and penalties as well as any costs whatsoever incurred by Trinity Products, LLC, including, but not limited to, any
attorney's fees and accountant's fees.
4. Seller accepts Buyer's order only upon the terms and conditions on the face side hereof and as set forth herein (collectively the "TERMS"), The TERMS form the entire
agreement between the parties. All other terms, proposals, negotiations, representations, recommendations, statements or agreements, whether made or issued
contemporaneously or previously, are excluded from and are not a part of this agreement, and have no binding or enforceable effect. This agreement shall be binding on the
parties and their respective successors and assigns. An e-mail or facsimile transmission by Seller to Buyer at Buyer's last known e-mail address or to Buyer's last known
facsimile number shall be deemed delivered to Buyer upon Seller's transmission thereof, regardless of whether Buyer later claims non-receipt.
5. Buyer's failure to object to any terms as proposed by Seller within ten (10) days after receipt of this Agreement shall be deemed to be Buyer's acceptance of those terms. In
order for any change or amendment to this order to be binding upon Seller it must be accepted in writing by Seller.
6. Unless Seller and Buyer otherwise agree in writing, Buyer shall pay Seller's invoice within thirty (30) days of the invoice date. Interest shall accrue on each late payment at
the lesser of: (a) the highest rate permitted by law, and (b) one and one-half percent per month compounded monthly. Should Seller choose to hire an attorney to collect
monies claimed due hereunder from Buyer to Seller, Buyer shall pay to Seller, in addition to all other sums due to Seller, the reasonable attorneys' fees, expert fees, costs and
other expenses Seller incurs to pursue collection from the Buyer.
7. Should Seller learn of any information that causes Seller concern about Buyer's ability to perform any of its obligations owing to Seller under this sale, Seller has the right to
request Buyer to provide Seller adequate assurance of due performance on such terms as are deemed reasonable by Seller when acting in good faith, including the right to
await full or partial payment from Buyer as demanded by Seller. In such an instance, Seller may suspend its performance pending Buyer's receipt of adequate assurance of
due performance in a manner found acceptable by Seller.
8. Acceptance of contracts is at all times subject to the Seller’s credit approval and the Seller reserves the right to require full or partial payment in advance if, in the Seller’s
opinion, the financial condition of the Buyer does not justify shipment of material. If at any time, in the Seller’s judgment, reasonable doubt exists as to the Buyer’s financial
responsibility, or if Buyer is past due in payment of any amount owing to Seller under this or any other contract, Seller reserves the right, without liability and without
prejudice to any other remedies to suspend performance, decline to ship, or stop any material in transit, until Seller receives payment of all amounts owing to Seller whether
or not due, or adequate assurance of such payment.
9. Although title to the materials does not transfer from the Buyer to the Seller until the materials have been received at the subject construction site, and payments have
been made by the Buyer to the Seller, all prices are F.O.B. Seller's warehouse in Missouri. Buyer shall arrange for all insurance. Risk of loss to each item sold hereunder passes
to Buyer immediately before that item is shipped from Seller's warehouse. Title, ownership, and risk of loss of products and materials provided by Trinity Products, LLC to the
Customer is transferred from Trinity Products, LLC to the Customer (1) at the site of the construction project after fabrication is complete and where the materials supplied by
Trinity Products, LLC will actually be used and/or installed upon final written acceptance by the Customer if payment in full has been made by the Customer to Trinity
Products, LLC, or (2) five (5) days after the aforementioned materials are delivered to the project site where they will be used and/or installed and payment in full has been
made by the Customer to Trinity Products, LLC, whichever occurs first. Actual and constructive possession is not transferred at any other time with the SOLE EXCEPTION of the
event of "Customer pickup" at any of the business locations of Trinity Products, LLC and/or its affiliate locations in the State of Missouri, in which case title, ownership, and risk
of loss are transferred from Trinity Products, LLC to the Customer in the State of Missouri once payment in full has been made by the Customer to Trinity Products, LLC and
the Customer will be invoiced and will pay all applicable Missouri sales/use taxes (including local tax). The Customer shall at all times remain exclusively responsible for
payment to Trinity Products, LLC of any and all sales tax, use tax and any other transaction taxes that may be determined to be applicable by any Governmental Entity that
emanate from this transaction(s) and shall also be responsible for any other costs incurred by Trinity Products, LLC as set forth in term #3 above.
10. It is agreed that no retainage is allowed on this sale for labor or materials and invoices will be paid in full within the thirty day period specified. Any legal fees or other
collection costs shall be borne by Buyer.
11. Seller shall not be responsible for any inability to perform under the TERMS or for any loss or damage due to delays or disruptions resulting directly or indirectly from, or
contributed to by, any act of God, action or omission of Buyer, act of civil or military authorities, fire, strike or other labor dispute, accident, flood, war, riot, terrorism,
transportation delay, inability to obtain material or fuel supplies, or any other circumstances beyond Seller's reasonable control, whether similar or dissimilar to any of the
foregoing.
12. Even if Seller has shop drawings prepared or Seller performs, or directs the performance, of other services in connection with this sale, this sale and the interpretation of
the TERMS are nevertheless governed by Missouri law, including Article 2 of Missouri's Uniform Commercial Code.
13. Except for items sold "AS IS", Buyer shall inspect the goods sold hereunder upon their delivery and shall, to preserve a claim against Seller, notify Seller in writing within
five (5) days thereafter of any defect or deficiency believed to be Seller's responsibility. Should any such item contain a defect, deficiency or non-conformity for which Seller is
responsible, Seller shall repair or replace the item, at Seller's option, or Seller shall instruct Buyer in writing to return that item with shipping instructions in which case Seller's
sole responsibility will be to return to Buyer the price paid therefor plus the cost for the return shipping if paid by the Buyer. Buyer's failure to furnish Seller timely notice of a
defect, deficiency or non-conformity shall constitute unequivocal acceptance of the item(s). Except for the express warranties forming a part of the TERMS, Seller disclaims all
express and implied warranties, including implied warranties of merchantability and fitness for a particular purpose. Seller’s liability to Buyer, whether in
contract, warranty, tort or otherwise, is limited to that permitted under the "terms", and shall in no event exceed the purchase price hereunder. Notwithstanding
anything seemingly to the contrary, Seller shall not be liable to Buyer for any special, incidental, indirect, liquidated or consequential damages, including without
limitation damages for loss of use, lost time, delay, disruption, interference, loss of productivity, inconvenience, lost income, or lost profits. Seller shall have no
obligation to repair, replace, or accept the return of any item sold "AS IS". If Buyer inspects any of the goods prior to the delivery contemplated hereunder, the five (5) day
notice period for those goods shall run from that pre-delivery inspection date.
14. Seller warrants that the material sold hereunder will conform to the description stated herein (subject to tolerances and variations consistent with current trade practices
and practical testing and inspection methods); that Seller will convey good title thereto (except for any liens or encumbrances that may be caused by Buyer); and that Seller
will repair or replace any defective or nonconforming material or repay the purchase price, as Seller may elect, if notified thereof in writing within one (1) year from the date of
delivery. This is Seller’s sole warranty with respect to the material. Seller makes no other warranty of any kind whatever express or implied and all implied warranties of
merchantability and fitness for a particular purpose which exceed the aforesaid obligation are hereby disclaimed by Seller and excluded from this transaction.
15. Should Buyer wish to cancel this order, Buyer may do so only if Seller agrees in writing and material falls under standard material. In the event of any such cancellation of
standard material, the purchase price shall become the sum of: (a) all costs and expenses, direct and indirect, incurred by Seller in producing the order up to the date Seller
agreed in writing to the cancellation, plus (b) Seller's reasonable cancellation costs, which shall include a restocking charge of thirty-five percent (35) percent of the items not
delivered to Buyer or returned by Buyer, plus (c) a reasonable markup for Seller's home office overhead and profit. Non-standard material is non-returnable and order may
not be canceled. Materials deemed non-standard are available from Seller upon request.
16. Any offer made by Seller as part of this Part of this Agreement may be revoked by Seller prior to the acceptance of this Agreement in its entirety by Buyer. In any event,
this offer shall only remain valid for thirty (30) days.
17. Buyer acknowledges that the "terms" form the contract and are deemed made in Missouri, and that Buyer, in relation to this sale, is deemed to be transacting business in
Missouri. any legal action concerning a claim or dispute involving Buyer and Seller, whether in contract, tort or otherwise, shall be brought in a state or federal court for the
county or district in which Seller's office is located, and Buyer consents to the jurisdiction of that court in Missouri. notwithstanding the foregoing, any claim or dispute arising
out of or relating to this contract, or to the goods or services supplied by Seller to Buyer, or to monies claimed due from Buyer to Seller, whether in contract, in tort, or
otherwise, shall be decided by binding arbitration before a single arbitrator. If Buyer's address on this order is located in the United States, the arbitration shall be conducted
under the construction industry arbitration rules of the American Arbitration Association. If Buyer's address on this order is located outside the United States, the arbitration
shall be conducted under the international arbitration rules of the International Centre for dispute resolution. The arbitration award shall be enforceable in the state or
federal court mentioned above. The arbitration locale shall be St. Louis, Missouri. Nothing herein shall be construed as preventing Seller from enforcing any claim or right to a
mechanic's lien or any claim or right against a bond regardless of where such a claim must be filed or enforced.
18. Pricing is based on a continuous manufacturing schedule. Should this process be interrupted through no fault of the Seller. Seller shall be entitled to additional
compensation. Any cost associated with such delays shall be identified by Seller and agreed to by Buyer prior to continuation with manufacturing.
19. Buyer will proceed with changes in the work herein specified only upon receipt of a written order from Buyer specifying the requested change and containing an agreed
price and schedule adjustment.
20. Buyer’s exclusive remedy against Seller for any damages suffered by Buyer in connection with the material and arising out of this transaction shall be for breach of
contract, and Sellers’ liability in this regard shall be limited to repair or replacement of defective or nonconforming material or repayment of the purchase price paid therefore
by Buyer, as Seller may in its sole discretion elect. Because the sales price herein makes no provision for such risk, Seller shall in no event be liable to Buyer for any special or
consequential damages including, but not limited to, erection costs, lost profits, good will, loss of time, unabsorbed overhead, inconvenience or commercial loss. Any action
for breach of this contract must be commenced within one (1) year after the cause of action shall occur, and no such action may be maintained which is not commenced with
in such period.
21. If any provision of this Purchase Order, or portion of any provision, is declared or found to be unenforceable, the balance of this Purchase Order or such provision shall be
interpreted and enforced to the greatest extent possible as if the unenforceable provision or portion had never been a part hereof. In particular, if any interest rate provided
for herein is higher than that permitted by applicable law, it shall automatically be amended to the highest legal rate.
Page 5 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
2/24/2022 2:14 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2
39381002
GROUT
GROUT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6192868193
Pacific Internati
PACIFICINTER
Unit Price
4804307106
Action Pumping
ACTIONPUMP
Unit Price
6269409251
Cell-Crete Corp
CELLCRETECOR
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LF
299.00
ABANDON EXISTING 8" WATE
4GROUT
2051110
65
0.0000
5.5600
19.5300
0.0000
LF
1,085.00
ABANDON EXISTING 10" SEW
4GROUT
2051110
93
0.0000
5.5600
19.5300
Plugged Amount
Quoted Amount
0
0
0
7,695
0
27,030
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
0
Totals
0
7,695
27,030
Diff From Plug
0
7,695
27,030
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
SOUND-CRETE CONTRACTORS, INC.
ARIZONA REGIONAL OFFICE
2615 S 40th Street
Phoenix, AZ 85034
602-438-4510- Office
602-438-9726 – Fax
Page 1 of 2
SPECIALTY CONCRETE CONTRACTORS
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474
CALIFORNIA
#243404
ARIZONA
#104888
NEVADA
#10689
UTAH
#4835096-5501
IDAHO
#15868-a-$(9)
ALASKA
#29473
February 16, 2022
Bid Number: 220116-1-AV01
Attn:
Estimating Dept.
Project:
CHANDLER HEIGHTS RD UTILITY RELOCATIONS (CMAR) PACKAGE 2
Chandler, AZ.
Re:
Low Density Cellular Concrete Abandonment (Alternative)
Scope: Provide labor, equipment and materials for annular grouting with 30 PCF 80 psi min Cellular Concrete to pipeline
described below. General Contractor to provide traffic control, water, and setup area (24’X80’ or 12’X120’). Price
includes all applicable taxes. Price good through the end of 2022.
Pipe Abandonment
Description
Quantity
Units
Unit Price
Total
Low Density Cellular Concrete 30
PCF 80 PSI min, 8” & 10”
Pipe Abandonment
24
CY
$
66.00 $ 1,584.00
Work-Day (Labor and Equip)
2
Each
$ 5,500.00 $
11,000.00
Mobilization
2
Each
$ 6,000.00 $
12,000.00
TOTAL
$
24,584.00
General Conditions:
1. Price includes Material, 2 mobilizations and 2 workdays, all items shown on tables shall be awarded
collectively in order to hold pricing. Add $5500 for additional workday, $6000 for full mobilization
(equipment off-site) and $5000 for partial mobilization (equipment on-site).
2. Contractor to provide lines free of standing water and blow air prior to our arrival to ensure the lines are free of
blockages. If foreign liquids or hydrocarbons are encountered in the line it will result in a yield loss of our
material; contractor will be responsible for all overages as a result of yield loss caused by foreign liquids or
hydrocarbons in the line.
3. Bulkheads are excluded, will be installed by contractor shall be watertight and able to withstand the pumping
pressure applied by the grouting process.
4. Cell-Crete accepts no responsibility for the placing of concrete product into lines, vessels or any areas not properly
insolated. Materials when used for pipe fills must be contained during the placement process.
5. Contractor to install concrete bulkheads with 3” threaded inlet pipes at or above street level at each inlet location
with valves on the inlet side. No hard 90’s only sweeps are to be used in the injection ports. We must pressurize
to move material down the line. 2” or larger vent pipe or catch basin at end of run with threaded cap.
6. Bid Cell-Crete works a typical 7-3:30, 40 hour work week unless specifically contracted otherwise. All prices
based upon normal working hours excluding weekend and night work.
7. GC to provide 24 hour advanced notice of any unavailable work onsite for non-concurrent working days. If no notice
is given and Cell Crete Corporation shows up to the site, and no work is available a $2,800 show up fee will be
charged (4hour charge @ $700/hour).
SOUND-CRETE CONTRACTORS, INC.
ARIZONA REGIONAL OFFICE
2615 S 40th Street
Phoenix, AZ 85034
602-438-4510- Office
602-438-9726 – Fax
Page 2 of 3
SPECIALTY CONCRETE CONTRACTORS
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474
CALIFORNIA
#243404
ARIZONA
#104888
NEVADA
#10689
UTAH
#4835096-5501
IDAHO
#15868-a-$(9)
ALASKA
#29473
8. Contractor to provide a minimum of 2 weeks’ notice for each mobilization.
9. Bid subject to approval by the Project Engineer
10. Bid bond amount is excluded from base bid added cost of bond is 1%.
11. Contractor agrees this is a per unit contract, not a lump sum contract. Excludes Bonds and Textura fees or other
fee based platforms, the costs associated with this will be passed on as an added cost to the GC in addition to
contract amount.
12. Cement prices good for 120 days from the date of the bid opening. Annual increases equal to the increase in
Cement price from the supplier and/or increased labor costs to be expected if the job runs longer than 1 year.
13. Contractor to provide washout and washout disposal adjacent to our batch plant. Add $500/day if Cell-Crete
provides washouts.
14. Production rate is based on consistent supply of bulk cement. Freight delays due to site logistics and unforeseen
conditions /traffic delays will impact production rate. Contractor to provide traffic controls that includes all lane
closure permits and flagmen for such closures.
15. Maximum retention shall be 5%. Payable within 120 days of completion of scope. Payment terms are net 30
unless otherwise specified.
16. Bid does not include local hire labor or DBE requirements if any are required. Our crews are usually 3-5 people,
and we cannot obtain useful labor from the hall for short duration jobs. If a local hire is required, please include
the direct cost to our contract.
17. Cell-Crete cannot be responsible for liquidated damages without an agreed upon schedule, or negotiated LD costs.
Contractor to create a schedule that is acceptable by Cell-Crete.
18. Contractor to provide a continuous water supply with an appropriate 2” water connection with minimum of 70-psi
pressure and a minimum of 200 gallons/minute. Delays caused by the lack of continuous water or other delays will
be charged at a rate of $700 per hour and $1,000 per hour for over time.
19. Quantity to be determined by readings from Cell-Crete’s mixing equipment. If alternate method of measurement
requested, it is to be agreed upon prior to the first day of placement and to be verified accurate and acceptable to
Cell-Crete Corporation. Cell-Crete requires opportunity to attend all measurements that determine our material
quantity including surveyor-shooting grade before placement of initial lift of material.
20. Cell-Crete will present a “Daily Report” for each working day to your onsite superintendent to verify quantities
21. installed. Your onsite superintendent is authorized to sign the “Daily Report” on Contractor’s behalf unless Cell-
Crete is notified in writing.
22. Contractor to provide safe access and a set up area of a minimum of 24’x80’ adjacent to fill with good access for
up to 6 trucks at one time.
23. Contractor to provide OSHA requirements i.e. Safety rails, lighting, protection of openings, access ladders-etc.
Cell-Crete to provide safety equipment for standards for our crews and equipment. Excludes third party testing,
de-watering, bulkheads and formwork, feed and vent pipes, cleaning, shoring, excavation, traffic control, gas
testing, backfill and access. Snow plow access/clearing roads responsibility of contractor.
24. Contractor to provide traffic controls that includes all lane closure permits and flagmen for such closures.
25. There shall be no clauses requiring Cell-Crete Corp. to assume liability for any act of others.
26. Purchase orders, contracts and change orders must be executed before the start of associated work.
27. This quotation shall be attached and all terms herein are to be part of the final contract. Additional terms will not
be part of this Contract unless agreed to by Cell-Crete Corporation in writing. If there are any contradictions /
28. conflicts between this quotation’s terms and the final contract’s terms, this quotation’s terms shall be deemed
controlling and the contradictions / conflicts in the final contract’s terms shall be disregarded.
29. 2 hour safety training is included in bid. If more than 2 hour training is needed due to site specific compliance
please add cost at $700/hour.
30. Warranty period included in bid shall not exceed 1 year from date of LCC scope completion.
31. Standard insurance included in bid is $2 million general liability and $1 million workers comp.
SOUND-CRETE CONTRACTORS, INC.
ARIZONA REGIONAL OFFICE
2615 S 40th Street
Phoenix, AZ 85034
602-438-4510- Office
602-438-9726 – Fax
Page 3 of 3
SPECIALTY CONCRETE CONTRACTORS
CORPORATE OFFICE 135 E. Railroad Avenue • Monrovia, CA 91016-4652 (626) 357-3500 (800) 660-8062 ∙ FAX (626)357-2537
NORTHERN CALIFORNIA 995 Zephyr Avenue ∙ Hayward, CA 94544 ∙ (510) 471-7257 (800) 696-0433 ∙ FAX (510) 471-6426
SAN DIEGO 530 Opper Street, Suite A ∙ Escondido, CA 92029 ∙ (760) 291-1240 (877) 291-1240 ∙ FAX (760) 291-1242
ARIZONA 2615 S 40th Street ∙ Phoenix, AZ 85034 ∙ (602) 438-4510 ∙ FAX (602) 438-9726
NEVADA 3475 John Peter Lee Avenue ∙ North Las Vegas, NV 89032 ∙ (702) 366-1954 ∙ FAX (702) 366-9474
CALIFORNIA
#243404
ARIZONA
#104888
NEVADA
#10689
UTAH
#4835096-5501
IDAHO
#15868-a-$(9)
ALASKA
#29473
Estimated by:
Vishvesh Mehta
(626) 483-8898
vmehta@cell-crete.com
Page 6 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
2/24/2022 2:14 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2
39381002
PIPE PACAKGE
PIPEPK
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4809267003
Core&Main
COREMAIN
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
3.00
1" COMBO AIR VAC
2CAV1
1,155.0000
0.0000
LF
30.00
16" DIP WATERLINE
2DIP16
315.5600
0.0000
LF
250.00
8" DIP WATERLINE
2DIP8
88.8900
0.0000
EA
2.00
16" GATE VALVE
2GV16
6,514.0000
0.0000
EA
6.00
8" GATE VALVE
2GV8
1,598.0100
4.5000
LF
30.00
3" PVC MATERIALS
2PVC3IN
0.0000
28.0000
LF
1,130.00
10" VCP
2VCP10
27.3500
0.0000
LS
1.00
2" WATER SERVICE MATERIA
2WSM
4,010.1800
Plugged Amount
Quoted Amount
0
92,686
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
31,775
Totals
92,686
Diff From Plug
60,911
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
ACHEN GARDNER CONSTRUCTION LLC
550 S 79TH STREET
CHANDLER, AZ 85226
Job
Chandler Heights Relocates Package 2
Chandler, AZ
Bid Date: 02/16/2022
Bid #: 2201262
Sales Representative
Justin Paule
(M) 480-688-0977
(T) 480-688-0977
Justin.Paule@coreandmain.com
Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
(T) 480-926-7003
02/16/2022 - 1:09 PM
Actual taxes may vary
Page 1 of 4
Bid Proposal for Chandler Heights Relocates Package
2
CUSTOMER
CONTACT
NOTES
Seq# Qty
Description
Units
Price
Ext Price
DUE TO CURRENT SUPPLY CHAIN DISRUPTIONS, MATERIALS
ARE SUBJECT TO PRICING AT TIME OF SHIPMENT. MATERIAL
AVAILABILITY AND TIMELINESS OF SHIPMENTS CANNOT BE
GUARANTEED. THIS TERM SUPERSEDES ALL OTHER
CONTRACTUAL PROVISIONS.
10
8" DIP WATERLINE
20 336 8 TJ PR350 DI PIPE
FT
29.66
9,965.76
30
13 8 TJ FIELD LOK 350 GASKET SBR
EA
123.52
1,605.76
50
3
8 SURE STOP LOCKING GASKET
EA
160.15
480.45
EPDM HEAT RATED
80
2
8 MJXFLG ADPT C153 IMP
EA
145.12
290.24
90
12 8 MJ 90 C153 IMP
EA
174.14
2,089.68
100 30 8 TUFGRIP DI TLD-8 L/ACC (I)
EA
49.82
1,494.60
110 30 8 MJ REGULAR ACC SET L/GLAND
EA
25.80
774.00
120
3
8 MJ L/P SLV C153 IMP
EA
175.81
527.43
130
1
16X8 MJ TEE C153 IMP
EA
780.28
780.28
140
2
8 MJ CAP C153 IMP
EA
80.37
160.74
150
2
16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
273.74
160
2
16 MJ REGULAR ACC SET L/GLAND
EA
56.19
112.38
170
2
16X8 FLG TEE C110 IMP
EA
1,563.35
3,126.70
190 340 20"X340' POLYWRAP BLK F/6"-8" BS (W/20'PERF)
FT
0.59
200.60
200
2
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
16.00
210 500 WIRE 14/1 X 500 UF BLUE SOLID FEED 500' ROLL
FT
0.13
65.00
220
1
3X1000' DET TAPE WATER BLUE
RL
52.03
52.03
SUBTOTAL 22,015.39
240
8" GATE VALVE
250
6
8 F6100 MJ RW GV OL ON L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL BOLTS &
NUTS
EA
1,118.23
6,709.38
260 12 8 TUFGRIP DI TLD-8 L/ACC (I)
EA
49.82
597.84
270 12 8 MJ REGULAR ACC SET L/GLAND
EA
25.80
309.60
280 12 36 564-A BOTTOM ONLY IMP
EA
66.88
802.56
290
6
24 562-A BOTTOM ONLY IMP
EA
47.75
286.50
300
6
16 562-A TOP ONLY IMP
EA
47.03
282.18
310
6
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
253.86
320
6
DC457 DEBRIS CAP-BLUE
EA
57.69
346.14
SUBTOTAL
9,588.06
350
16" DIP WATERLINE
02/16/2022 - 1:09 PM
Actual taxes may vary
Page 2 of 4
ACHEN GARDNER CONSTRUCTION LLC
Job Location: Chandler, AZ
Bid Date: 02/16/2022
Core & Main
2201262
Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
Phone: 480-926-7003
Fax: 480-926-7050
Bid Proposal for Chandler Heights Relocates Package 2
Seq# Qty
Description
Units
Price
Ext Price
360 36 16 TJ CL50 PR350 DI PIPE
FT
73.55
2,647.80
370 10 16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
1,368.70
380 10 16 MJ REGULAR ACC SET L/GLAND
EA
56.19
561.90
390
6
16 MJ L/P SLV C153 IMP
EA
540.84
3,245.04
400
2
16 MJXFLG ADPT C153 IMP
EA
583.81
1,167.62
410
6
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
57.81
346.86
420
6
16X1/8 FF CLOTH IN RUBBER GSKT
EA
21.48
128.88
SUBTOTAL
9,466.80
440
16" GATE VALVE
450
2
16 F6106 MJXFLG RW GV OL L/ACC ON CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
6,000.00
12,000.00
460
2
16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
273.74
470
2
16 MJ REGULAR ACC SET L/GLAND
EA
56.19
112.38
480
2
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
57.81
115.62
490
2
16X1/8 FF CLOTH IN RUBBER GSKT
EA
21.48
42.96
500
2
36 564-A BOTTOM ONLY IMP
EA
66.88
133.76
510
2
24 562-A BOTTOM ONLY IMP
EA
47.75
95.50
520
2
16 562-A TOP ONLY IMP
EA
47.03
94.06
530
2
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
84.62
540
2
DC457 DEBRIS CAP-BLUE
EA
57.69
115.38
SUBTOTAL 13,068.02
560
1" COMBO AIR VAC VALVE
570
PER DTL 106 / COC DTL C-319
580
3
BR2B0899IP100 SAD 8X1IP 8.99-9.67 DBL STRAP BRNZ SAD
EA
167.27
501.81
590
3
B25025N 1 BALL CORP MIPXCF AWWA IP X COP FLARE NO LEAD
EA
75.32
225.96
600 120 1 HARD K COPPER TUBE 20'
FT
8.17
980.40
610 12 1 WROT COPPER 90 BEND CXC
EA
2.73
32.76
620
3
P25172N 1 BALL CURB PJCTSXFIP PACK JT CTS X FIP NO LEAD
EA
115.43
346.29
630
3
1X6 BRASS NIPPLE NO LEAD (I)
EA
11.73
35.19
640
3
1 BRASS 90 NO LEAD (I)
EA
7.48
22.44
650
3
1" ARI D040 AIR RELEASE VALVE
EA
257.56
772.68
660
3
#4 CONC MB EXT/STACK BOX PHOE- NIX
EA
66.73
200.19
670
3
#4 CONC METER BOX BODY PHOENIX
EA
66.73
200.19
680
3
#4 MAG POLY LID W/AMR WATER A6001852-H9
EA
109.62
328.86
SUBTOTAL
3,646.77
700
16X2 WATER SERVICE
710
1
BR2B1732IP200 SAD 16X2IP 17.32-19.19 DBL STRAP BRNZ SAD
EA
721.24
721.24
720
1
B20046N 2 BALL CORP MIPXFIP NO LEAD
EA
280.86
280.86
730
2
2 WROT COPPER MALE ADAPTER
EA
12.71
25.42
740
1
2 WROT COPPER 45 BEND CXC
EA
10.67
10.67
750 120 2 HARD K COPPER TUBE 20'
FT
20.07
2,408.40
760
5
2 WROT COPPER CXC COUPLING
EA
5.78
28.90
770
1
2 WROT COPPER 90 BEND CXC
EA
11.51
11.51
780
1
B24286N 2 ANG BMV FIPXFLG W/LW NO LEAD
EA
346.83
346.83
790
1
#4 CONC METER BOX BODY PHOENIX
EA
66.73
66.73
800
1
#4 MAG POLY LID W/AMR WATER A6001852-H9
EA
109.62
109.62
SUBTOTAL
4,010.18
02/16/2022 - 1:09 PM
Actual taxes may vary
Page 3 of 4
Bid Proposal for Chandler Heights Relocates Package 2
Bid #: 2201262
Seq#
Qty
Description
Units
Price
Ext Price
820
10" VCP SEWER
830
1168
10 CLAY PIPE BEXPE
FT
23.83
27,833.44
840
4
GALLON CLAY PIPE LUBE
EA
25.00
100.00
850
2
FREIGHT
EA
600.00
1,200.00
860
23
0410720 10 MISSION ADJ CPLG SHEAR RING
EA
65.09
1,497.07
870
5
0408781 8 CLAYXCLAY CPLG MISSION STANDARD SHEAR RING
EA
50.45
252.25
SUBTOTAL
30,882.76
Sub Total
92,677.98
Tax
0.00
Total
92,677.98
UNLESS OTHERWISE SPECIFIED HEREIN, PRICES QUOTED ARE VALID IF ACCEPTED BY CUSTOMER AND PRODUCTS ARE RELEASED BY
CUSTOMER FOR MANUFACTURE WITHIN THIRTY (30) CALENDAR DAYS FROM THE DATE OF THIS QUOTATION. CORE & MAIN LP
RESERVES THE RIGHT TO INCREASE PRICES TO ADDRESS FACTORS, INCLUDING BUT NOT LIMITED TO, GOVERNMENT REGULATIONS,
TARIFFS, TRANSPORTATION, FUEL AND RAW MATERIAL COSTS. DELIVERY WILL COMMENCE BASED UPON MANUFACTURER LEAD
TIMES. ANY MATERIAL DELIVERIES DELAYED BEYOND MANUFACTURER LEAD TIMES MAY BE SUBJECT TO PRICE INCREASES AND/OR
APPLICABLE STORAGE FEES. THIS BID PROPOSAL IS CONTINGENT UPON BUYER’S ACCEPTANCE OF SELLER’S TERMS AND
CONDITIONS OF SALE, AS MODIFIED FROM TIME TO TIME, WHICH CAN BE FOUND AT: https://coreandmain.com/TandC/
02/16/2022 - 1:09 PM
Actual taxes may vary
Page 4 of 4
Bid Proposal for Chandler Heights Relocates Package 2
Bid #: 2201262
Page 7 of 9
Achen-Gardner Construction, LLC 71
Mark McLafferty
3/17/2022 2:26 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2 FINAL
39381002-1
POLYMER MANHOLE
POLYMH
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6022696219
Olson Precast
OLSONPRECAST
Unit Price
7028249702
Armorock
ARMOROCK
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
10.00
5' POLYMER MANHOLE
2POLYMH
12,208.9800
14,358.1000
Plugged Amount
Quoted Amount
0
122,090
0
143,581
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
122,090
143,581
Diff From Plug
122,090
143,581
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Q U O T A T I O N
Page
1
of
3
2/2/2022
Notes:
1. Quote is subject to our standard terms, conditions, and shipping policies.
2. Payment is due at Net 30. Late Payment service charge for over 30 days will be charged at 18% APR
3. Quote is valid for 60 days from issue date to receipt of PO after 60 days quote is subject to change based off
market value of materials.
4. All applicable taxes are to be paid by purchaser
5. If owner requires items to be grouted in field contractor is responsible for materials and labor costs incurred.
6. All loads will be billed at $1500 for each truck. Total of four(4) needed for job. Customer will only be billed for
trucks used. Additional trucks will be billed at market rate.
7. Freight requested under 3 days notice may be subject to increased freight rates
8. Products will be billed at unit pricing per quotation
9. Rush orders will be priced accordingly.
10. Contractor shall be responsible for joint sealing and performance.
11. Miscellaneous items such as grout, epoxy, and hardware are not included with the structures unless a specific
line item is shown on this quote. Additional charges will apply for any extra items that are not shown on this quote.
12. Final lead time is determined at date of approved submittal.
From:
Quote Date: 2/2/2022
To:
Ref: Chandler Heights Chapparral Way to Alma School RD
Chandler, AZ
MH 01
60"-30" Polymer Manhole
14.27'
6,684
$10,674
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50524-S
60 IN X 2 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 02
60"-30" Polymer Manhole
13.98'
6,543
$10,518
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50524-S
60 IN X 2 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 03
60"-30" Polymer Manhole
14.18'
6,684
$10,674
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50524-S
60 IN X 2 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 04
60"-30" Polymer Manhole
14.25'
6,684
$10,674
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50524-S
60 IN X 2 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 05
60"-30" Polymer Manhole
14.84'
6,875
$10,919
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X2FL
30 IN X 2 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50536-S
60 IN X 3 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 06
60"-30" Polymer Manhole
15.94'
7,302
$11,208
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50548-S
60 IN X 4 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 07
60"-30" Polymer Manhole
16.18'
7,443
$11,364
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50548-S
60 IN X 4 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Structure
Description
Height
Weight
Price
For:
Ref: Chandler Heights Chapparral Way to Alma School RD
Chandler, AZ
Quote Date: 2/2/2022
Page
2
of
3
2/2/2022
Quotation 7.2.14
1
30" CITY OF CHANDLER SEWER A-1700
R&C
MH 08
60"-30" Polymer Manhole
17.24'
7,822
$12,027
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50560-S
60 IN X 5 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 09
60"-30" Polymer Manhole
17.51'
8,011
$12,254
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X4FL
30 IN X 4 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50560-S
60 IN X 5 FT POLYMER MH SECTION
1
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
6
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 10
60"-30" Polymer Manhole
19.32'
9,078
$13,826
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X2FL
30 IN X 2 IN FLAT PRO-RING
1
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50512-S
60 IN X 1 FT POLYMER MH SECTION
2
50572-S
60 IN X 6 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
8
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Spreader Bar
0.00'
0
$1,943
1
SPREADER BAR AND RIGGING FOR
LIFTING
Sub-Total
$116,081
Freight/Delivery
$6,000
$122,081
Total Price for
Chandler Heights Chapparral Way to Alma School RD
Structure
Description
Height
Weight
Price
For:
Ref: Chandler Heights Chapparral Way to Alma School RD
Chandler, AZ
Quote Date: 2/2/2022
Page
3
of
3
2/2/2022
Quotation 7.2.14
Manhole Bases (Preach) $21,500
$143,581
Office: (602) 242-2007 Fax: (602) 997-9644
ROC # 82366 & 118937
Preach Incorporated
1601 W. Hatcher Road
Phoenix, AZ 85021-2169
RFI 0736
PROPOSAL
Contractor: Achen Gardner
Attention: Mark Mclafferty
Job Name: Chandler Heights Rd Utility Relocation
Address: Lake Dr.– Chaparral Way to Alma School Date: 2-14-22
Preach Incorporated proposes to supply and install precast manholes on the following:
Bid Item
Description
Quantity
Per Each
Cast in Place 5’ID SS MH Bases
10
$1,500.00
Apply Epoxy Coating To Bases
10
$550.00
Insecta Coating Of MH’s
10
$100.0
Based On 2 Manholes Per Trip
QUOTE EXPIRES: 7/1/22
INCLUDES: Labor, Concrete, Spray Sauereisen 210-X HB, Spark Test & Insecta Coating.
Installation Per City Of Chandler Standard Spec’s.
EXCLUDES: Excavation, Backfilling, Shoring, Barricades, Final Adjustments, Concrete Collar
Around Frame & Cover, Drop Connections, Pouring of Drop Encasements, Cutting Holes In
Side Of Shaft To Accept High Pipes, Breaking Out Pipes, Setting Of Pipes & Or Stub Outs, Pipe
Supports, Compaction Testing, Concrete Testing, 3rd Party Inspection, Dewatering, Weekend,
Night Work, Davis Bacon Wages, Taxes, Bonds & Permit. Concrete Pump, Setting Of
Polymer MH’s & Vacuum Testing.
Page 2 of 2
Achen-Gardner Construction, LLC 71
Mark McLafferty
3/18/2022 12:52 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2 FINAL
39381002-1
REDI MIX
REDIMIX
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4804282280
Desert Redi Mix
DESERETREDIM
Unit Price
6022787777
Arizona Materia
ARIZONAMATER
Unit Price
6028176945
Calportland
CALPORTLAND
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
60.0000
CY
1,190.00
1/2 SACK CLSM
2CRMAG1/2SK
96.2500
108.0000
111.5000
0.0000
CY
110.00
MAG B CONCRETE
2CRMAGB
131.2500
131.0000
141.0000
78.0000
CY
10.00
MAG C CONCRETE
2CRMAGC
127.2500
128.0000
138.0000
160.0000
CY
41.00
GROUT
2CRMAGGROUT
P
160.0000
P
160.0000
P
160.0000
200.0000
EA
8.00
SHORT LOAD CHARGE 2<4 C
2CRSL2-4
P
200.0000
200.0000
200.0000
150.0000
CY
40.00
SRP THERMAL CLSM
2CRTHCLSM
160.0000
160.0000
160.0000
Plugged Amount
Quoted Amount
8,160
136,648
6,560
152,210
6,560
157,575
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
86,340
Totals
144,808
158,770
164,135
Diff From Plug
58,468
72,430
77,795
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
CONCRETE
Est Quantity 9,036.00 CYDS
Qty
Description
Mix ID
Price
8891
1/2 Sack ABC Slurry (COP)65.68
PHCLSM
$105.00/CYD
135
MAG-B 2500 PSI 1" Rock
12504
$127.00/CYD
10
2000 PSI MAG C
12004
$124.00/CYD
Chilled Water
$1.00/Per Yard
Environmental
$25.00/Each
Fuel Surcharges
$15.00/Each
Hot Water
$1.00/Per Yard
SHORTLOAD CHARGES
$200.00/Each
Concrete Terms & Conditions
Arizona Materials accepts no responsibility for any damage to curb and beyond curb line. It will be Buyers responsibility to contact Arizona Materials Quality
Control Department with any concrete issue/concerns within 48 hours after placement. Buyer is responsible to provide safe access to point of delivery. All
materials are produced in conformance with ACI / ASTM standards. Mixes quoted below, unless otherwise stated, conform to no specific water cement
ratio, minimum sack content, shrinkage, temperature requirement, or the plans and specifications of this project.
All colored concrete loads have a 3 yard minimum.
Arizona Materials cannot guarantee compressive strengths of 5000 PSI or below for loads less than 3 yards.Â
5000 PSI or above must be 5 yards or more to guarantee compressive strength.
Payment is due and payable on or before the 15th day of the month following to receive 2% discount. Account must be current in full to be eligible to apply
discount. A service charge not to exceed the maximum allowed by law applies on unpaid invoice amounts beginning the 1st day of the month following due
date and daily thereafter until paid in full. Should litigation be commenced to enforce payment, the prevailing party is entitled to reimbursement of reasonable
attorney fees and court costs.
Buyer has 30 days to validate quote with P.O. , signing issued quote, or written verification.
Prepared & Submitted By:
ACCEPTANCE (void if not accepted before 03/17/2022)
Charity Medlock
6026200364
CMEDLOCK@AZMATL.COM
Prepared On 02/15/2022
All prices expire on quoted expiration date: 09/30/2022
Signature: __________________________________ Date: ______________________________
Print Name/ Title: ________________________________________________________________
Page 1 of 1
Customer Service : 602-278-7777
Fax : 602-278-3077
3636 S 43rd Ave
Phoenix, AZ 85009
PROJECT QUOTATION
Customer: Achen Gardner Construction, LLC
Mark McLafferty -
602-877-9329
mmclafferty@achen.com
Project Chandler Heights Rd Utility Relocations
Location Alma School & Lake Dr , Chandler , AZ
Quote # 3416 (21)
Quote Date 02/15/2022
Corporate Offices:
3636 S. 43rd Avenue
Phoenix, AZ 85009
Phone: 602-278-7777
Fax: 602-442-6905
Terms and Conditions of Sale
Additives
Hot / Chilled Water - $1.00 per cubic yard
Nitrogen Cooling - $9.50 per cubic yard
Non-Chloride Accelerator - $1.50 per unit
Recover - $2.00 per 1/2 Hour
Fiber
Micro Fiber - $7.50 per pound
Macro Fiber (Structural) - Priced as Quoted
Color
Standard Liquid Color - See mix detail for per yard pricing
Color Washout - $25.00 per load
Delivery
Fuel Surcharge - $15.00 per load
Wash Out System Buckets - $25.00 per load (requested at time of order)
Standby Charges - $1.50 per minute beyond 6 minutes per cubic yard
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
Weekend Delivery - $50.00 per load
Plant Opening Charge - $500.00/hr, 4 hour minimum
Sunday / Holiday Opening - $750.00/hr, 4 hour minimum
All order backs/split loads under 11 yds on one order are subject to Short Load Charges.
Concrete Pricing subject to change in the event of cement / fly ash allocations and/or
unanticipated cement / fly ash price increases.
All materials are produced in conformance with ACI / ASTM Standards.
Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
concrete issues/concerns no later than 48 Hours after placement.
www.arizonamaterials.net
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any
Page 1 of 1
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Attention
Project Name
CHANDLER HEIGHTS RD UTILITY RELOCATIONS (CMAR) PACKAGE 2
City
CHANDLER
Project Address
ALMA SCHOOL RD & LAKE DR
C/St
Office Phone
Fax
Email
Date
02/15/2022
Sales
MARK REINER
Cell #
(480) 620-4673
Email
mreiner@calportland.com
Quote #
125782
Customer #
1016934
Job Start
02/15/2022
Job End
04/01/2022
Volume
Product Number
Description
Unit Price
UOM
Comments
8891.00 PHCLSM
0.5 SK ABC SLURRY (PHCLSM 1/2)
$97.00
CY
10.00
P2025C01
2000PSI #57 MAG C
$124.00
CY
135.00 P2525B01
MAG B 2500PSI #57 ASH
$127.00
CY
9036
Total Volume
$20.00
LOAD
Environmental Fee – Effective 04/01/22 Environmental Fee
Increase to $25.00 per load.
$25.00
LOAD
Fuel Surcharge
Fly ash and lightweight mixes subject to daily availability / All aggregates meet ASTM C 33.
Comments : PRICE INCREASE 4-1-22 $10.00 CYD EXPIRING 10-1-22
Subject to availability. CalPortland warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated
in accordance with applicable ACI and ASTM standards. CalPortland does not provide Contractor Quality Control. CalPortland guarantees ticketed mix designs of less than
5,000psi for load of three yards or more. Mix strength for loads less than three yards is not guaranteed. Ticketed mix designs of 5,000psi or greater require a four-yard minimum.
Three-yard minimum for all colored concrete. Concrete is a natural product. Seller cannot be responsible for variations in color, surface discoloration, popouts or variations in
the finished product caused by finishing techniques or job site conditions. Due to potential reactive aggregates in Arizona, CalPortland recommends the use of a Class F Fly
Ash to mitigate Alkali Silica Reactivity (ASR). Purchaser shall assume the liability for the use of a cement-only mix.
CalPortland reserves the right to postpone or cancel any quotes, current jobs or accepted deliveries if unable to perform due to raw material shortages, allocations or government
regulations. Prices subject to change due to drastic cost changes of the major components of concrete or surcharges.
Concrete is batched and delivered at current ambient temperatures. Buyer is responsible for temperature controlled concrete (Ice/Tempered Water). Prices for temperature
controlled concrete are available upon request.
Contractor is responsible for providing safe access to the point of delivery. CalPortland accepts no responsibility for damages to the premises beyond the curb line.
Customer shall provide and assume responsibility for an area or container for clean out of the concrete truck chutes. Additional color added by Buyer on-site subject to wash
out fees.
All products quoted per Buyers request. Additional products or services ordered are subject to applicable charges.
Standard Operating
hours
Loads batched outside Standard Operating Hours subject to applicable charges.
Summer: 3:00AM – 2:00PM
Winter: 5:00AM – 3:00PM
Saturday: 5:00AM – 12:00PM
Standing Time:
$2.00 per minute beyond 5 minutes per CY.
Minimum Load Charges:
Excessive Trucking Fee:
Fuel Surcharge:
One Minimum Load Charge waived on orders of 1 full load or more.
Under 6 CY = $200.00
Split Loads or multiple Order Backs subject to Excessive Trucking Fees.
Variable Fuel Surcharge based on U.S. Energy Information Administration On-Highway Diesel Fuel Price Index and is adjusted weekly.
https://www.eia.gov/petroleum/gasdiesel/
Terms:
All pricing is net 30 days with a valid credit application on file. All applicable sales taxes will be added to price.
Financing:
All invoices are due and payable within 30 days of the original billing date. A Finance Charge of 1.5% per month on a pro-
rated portion thereof (12% Annual Percentage Rate) will be charged upon all balances not paid within 30 days or first
appearance on a Statement.
We impose a surcharge of 2.25% on the transaction amount on all credit card products, which is not greater than our cost of
processing. We do not surcharge debit cards.
General Terms &
Conditions of Sale:
Acceptance:
CalPortland Co. Terms and Conditions are applicable and included as page two of this quote. If you did not receive a copy,
please contact CalPortland Sales Department at (602) 817-6950.
For this job quotation to be effective, written acceptance must be received no later than 30 days after quote date.
Price Expiration:
04/01/2022
See acceptance clause below
Buyer Acceptance:
Name / Title:
Date:
Ready Mix Terms and Conditions
Customer #
1016934
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Quote #
125782
Project Title
CHANDLER HEIGHTS RD UTILITY
RELOCATIONS (CMAR) PACKAGE 2
Tempered Water:
Heated Water $2.00 per cubic yard.
Ice:
$0.50 per pound (Requires 3 – 5 business days notice).
Non-Chloride Accelerator:
$0.09 per ounce.
Recover Set Delay Admixture:
$0.20 per ounce.
Micro Fiber:
$6.50 per pound.
Macro Fiber:
(Structural) Priced individually
Please see manufacturer recommendation / specifications for suggested dosage
rate.
Standard Liquid Color:
See mix detail for per yard pricing. Actual color of concrete may vary due to
differences in cement, aggregates, job site conditions and finishing methods.
Three-yard minimum load required.
Color Washouts:
$25.00 per load
Standby Charges:
$2.00 per minute beyond 5 minutes per cubic yard.
Minimum Load:
Under 6 CY = $200.00
Excessive Trucking:
One Excessive Trucking Fee of $200 will be assessed for each additional load
required due to load sizes or multiple Order Backs.
Saturday Service:
$5.00 per cubic yard
Saturday operating hours 5:00am – 12:00pm
Loads delivered outside of operating hours subject to additional charges
Split Load Charges:
$250.00 per load.
Cancellation Charges:
$10.00 per cubic yard
-
All orders greater than 80 cubic yards cancelled within 24 hours of scheduled
delivery
$10.00 per cubic yard (with a minimum of $250.00)
-
All orders with scheduled delivery between the hours of 6:00pm – 4:00am
cancelled within 24 hours of scheduled delivery
Special Provisions:
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
February 15, 2022
Quote # :
15186
Expiration Date:
December 31, 2022
MAP/GRID
184-20
“This quote does not guarantee product or service availability”
Item Code
Item Description
Est. Qty
Price
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
8891 Yards
$93.00
SRP104
1/2 SACK MAG CLSM (SRP MIX)
Per Yard
$93.00
A202001
MAG C 2000 PSI
10 Yards
$124.00
A202501
MAG B 2500 PSI
135 Yards
$128.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
Additional Fees Minimum Load Fee
Quoted By:
BRUCE A. TABET
Customer:
ACHEN GARDNER CONSTRUCTION, LLC
Customer Code:
ACHE001
Address:
CHANDLER, AZ 85226
Contact:
MARK MCLAFFERTY (ESTIMATOR)
Phone:
480-940-1300
Fax:
Project:
CHANDLER HEIGHTS-RD UTILITY RELOC (CMAR)
Job Address:
ALMA SCHOOL ROAD & LAKE DRIVE
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
E01
Per Yard
$3.25
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
Color added at no expressed guarantee.
Drivers do not except cash or make change.
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
All specialized aggregates are based on availability.
Deliveries less than 6 Cubic yards are subject to our minimum load charges.
This quote does not guarantee product or service availability
**Won't guarantee price or
availability*** Can't Use for GMP
Page 10 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
2/24/2022 2:14 PM
CHANDLER HEIGHTS LAKE DR PACKAGE 2
39381002
SURVEY
SURVEY
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4805862104
Atwell, LLC
ATWELLLLC
Unit Price
4803136788
Benchmark Surv
BENCHMARKSUR
Unit Price
4809220780
Survey Innovatio
SURVEYINNOVA
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
10,000.0000
LS
1.00
SURVEY
4SURVEY
3021490
20
0.0000
0.0000
3,660.0000
Plugged Amount
Quoted Amount
0
0
0
0
0
3,660
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
10,000
Totals
0
0
3,660
Diff From Plug
-10,000
-10,000
-6,340
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
February 17th, 2022
Mark McLafferty
Achen-Gardner Construction
550 South 79th Street
Chandler, AZ 85226
480-403-9426
SUBJECT:
Chandler Heights Rd Utility Relocations – Package 2
Dear Mark:
Rick Engineering Company is pleased to submit this proposal to provide professional survey services on
the above referenced project. We look forward to working with you on this project.
SCOPE OF WORK:
Control
• Verify existing horizontal and vertical control and establish new control for site staking.
Subtotal: $510.00
Domestic/Fireline Water Services
•
Provide one stake at requested offset on 50-foot intervals for line only.
•
Provide two stakes at requested offset including grades to adjacent top of curb elevation for
fire hydrants, water meter vaults and back flow preventers.
Subtotal: $510.00
Sanitary Sewer
•
Provide one stake at requested offset on 25-foot intervals for line including grade to invert.
•
Provide one offset stake at requested offset for cleanout locations.
•
Provide two offset stakes per manhole at requested offset with grades to rim and invert
elevation.
Subtotal: $1,020.00
Asbuilts
•
Collect field data for use in preparing final asbuilts.
1.
Water
•
Provide centerline stations on fire hydrants, valves, fittings, meters and taps.
•
Contractor to notify surveyor if vertical dip locations are required to be
located.
2.
Sewer
•
Provide centerline stations for manholes, cleanouts and fittings.
•
Provide rim and invert elevations for manholes
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Note: The contractor will note any changes made during the construction phase and provide
dimensions to the surveyor before completion of final asbuilts are submitted. Should the
following be required by the governing municipality, the contractor shall notify the project
surveyor before back-filling water, fire line, sewer, storm drain facilities or other underground
pipelines and utilities in order that the surveyor may verify the asbuilt location and elevation of
said utilities.
Subtotal: $850.00
Calculations, Coordination and Project Management
•
Onsite preconstruction meetings to coordinate field staking for synergistic operation with
construction subcontractors (not to exceed one meeting). Additional meetings will be
conducted on a time and materials basis per Fee Schedule.
•
Point staking calculation for items contained in this proposal.
•
Drafting services to complete contract asbuilts per governing agency.
•
Correspondence to client and subcontractors (i.e. cutsheets, staking progress
memorandums, etc).
Subtotal: $770.00
FEE:
Rick Engineering will provide the above services for a TOTAL FEE of $3,660.00. The attached
Provisions of Agreement between Achen-Gardner Construction (CLIENT) and RICK are incorporated
hereunto and made a part of this proposal. Any printing is extra and not a part of this agreement.
EXCLUSIONS:
The following items are specifically excluded from the Scope of Work and budget and, if required,
will either be prepared by others or will be covered by separate agreement between Rick Engineering
Company and CLIENT.
a) Boundary Discrepancies
b) Soils Reports
c) Staking for Finish Landscaping or Hardscape
d) Any items not listed in the “Scope of Work”
If the above meets with your approval, please execute where indicated below, and return to our
office for our files. If there are any questions or concerns, please feel free to contact our office.
Sincerely,
RICK ENGINEERING COMPANY
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Randall R. Hager, RLS
Associate – Construction Survey Manager
ACCEPTED THIS DAY OF , 2022
BY: ________________________________________________________________
CLIENT
Invoices for this project to be mailed to:
Company: _______________________________________________________________________
Address: ________________________________________________________________________
City/State/Zip: __________________________________________________________________
Telephone: ___________________________________ Email: ________________ ____________
Contact person: __________________________________________________________________
Please complete, sign and return a copy to RICK ENGINEERING COMPANY
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STANDARD PROVISIONS: ARIZONA 2022
The Client and Consultant agree that the following provisions shall be a part of their Agreement:
1. This Agreement shall be binding upon the heirs, partners, successors, executors, administrators and assigns of the Client and Consultant.
2. In the event of any increase of costs due to the granting of wage increases and/or other employee benefits to field or office employees due to
the terms of any labor agreement, rise in the cost of living, or increase in any applicable prevailing wage during the lifetime of this Agreement,
such increase shall be applied to all remaining compensation. For services provided on a time and materials or hourly rate basis, increases in the
applicable rates will be reflected in the billing statement or invoice for the month following the increase.
3. Should litigation at law or equity arising out of this Agreement, including but not limited to an action for declaratory relief, be brought to
enforce or interpret any term or provision of this Agreement, or to collect any portion of the amount payable under this Agreement or litigation
commenced either directly or by way of a cross-complaint whether arising out of contract or tort, including a cross-complaint for indemnity, for
failure or alleged failure to perform or for errors, omissions, or negligence, the prevailing party shall be entitled, in addition to any other award, to
all litigation and collection expenses, any and all costs of defense, including attorney's fees, expert witness fees, witness fees and court costs and
any and all other expenses incurred.
4. Neither the Client nor Consultant shall assign his interest in this Agreement without the written consent of the other.
5. This Agreement shall be governed by and construed in accordance with the laws of the State of Arizona. This Agreement contains the entire
agreement between Client and Consultant relating to the project and the provision of services by Consultant to the project. Any agreements,
promises, negotiations or representations not expressly set forth herein, are of no force or effect. Subsequent modifications to this Agreement
shall be in writing and signed by both Client and Consultant.
6. Conditions or representations, alterations, detractions from or to the terms hereof, including delineations hereon, shall not be valid unless they
are in writing and signed by both Client and Consultant.
7. Client agrees that the Consultant is not responsible for damages arising directly or indirectly from any delays for causes beyond the
Consultant's control. For purposes of this Agreement, such causes include, but are not limited to, strikes or other labor disputes; severe weather
disruptions or other natural disasters; fires, riots, war or other emergencies or acts of God; failure of any government agency to act in timely
manner; failure of performance by the Client or the Client's contractors or consultants; issuance of regulations, orders or other governmental
actions that limit, restrict or delay the ability of Consultant or Consultant’s workforce to perform; or discovery of any hazardous substances or
differing site conditions. In addition, if the delays resulting from any such causes increase the cost or time required by the Consultant to perform
its services in an orderly and efficient manner, the Consultant shall be entitled to an equitable adjustment in schedule and/or compensation.
8. In the event litigation is instituted under the terms and conditions of this Agreement, such litigation is to be brought and tried in the
appropriate court in the state and county in which the project is located and the parties waive the right to have brought, tried in, or removed to any
other county or judicial jurisdiction.
9. Client acknowledges that Consultant is not responsible for the performance of work by third parties, including, but not limited to, the
construction contractor(s), subcontractors, governmental agencies, construction managers, architects, or other consultants.
10. Consultant shall only act as an advisor in all governmental relations. Consultant shall not be liable for damages resulting from the actions or
inactions of governmental agencies including, but not limited to, permit processing, environmental impact reports, dedications, general plans and
amendments thereto, zoning matters, annexations or consolidations, use or conditional use permits, project or plan approvals and building
permits.
11. Consultant makes no warranty, either express or implied, as to the findings, recommendations, plans, specifications, or professional advice.
Consultant shall perform in accordance with generally accepted engineering and/or surveying practices or standards in effect at the time of
performance in the locale where the services are rendered.
12. Consultant makes no representation, guarantee, warranty, express or implied concerning estimated cost figures made in connection with
maps, plans, specifications, or drawings, other than that all such figures are estimates only. Consultant shall not be responsible for fluctuations in
cost factors.
13. Consultant makes no representations concerning estimates of areas. Estimates of areas are estimates only and are not to be considered
precise unless Consultant specifically agrees to provide the precise determination of such areas.
14. Client and Consultant agree to cooperate in any and every way or manner on project.
15. Consultant makes no representation, either express or implied, concerning soils or geological surveys or subsurface soil tests or general soils
testing and reporting.
16. Upon written request, each of the parties hereto shall execute and deliver, or cause to be executed and delivered, such additional instruments
and documents which may be necessary and proper to carry out the terms of this Agreement.
17. The terms and provisions of this Agreement shall not be construed to alter, waive, or affect any lien or stop notice rights which the
Consultant may have for the performance of services under this Agreement.
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18. One or more waivers of any term, condition or covenant by a party shall not be construed as a waiver of subsequent breach of the same or
any other term, condition, or covenant.
19. In the event Client fails to pay Consultant promptly or within sixty (60) days after invoices are rendered, then Client agrees that Consultant
shall have the right to consider said default a total breach of this Agreement and, upon written notice, the duties, obligations and responsibilities
of the Consultant under this Agreement are terminated. In such event, Client shall then promptly pay the Consultant for all the fees, charges, and
services performed to date by Consultant.
20. In the event any term, condition, covenant or provision of this Agreement shall be held to be invalid, void or unenforceable, the remaining
terms, conditions, covenants and provisions of this Agreement shall be valid and binding on the parties hereto.
21. The Client agrees it will require that the Contractor hold harmless, indemnify and defend the Client, the Architect, the Consultant and its
subconsultants, and each of their officers, directors, principals, employees and agents, from any and all liability claims, losses or damages arising
or alleged to arise from the performance of the work described herein, but not including the sole negligence or willful misconduct of the Client,
the Architect or the Consultant or their respective subconsultants, officers directors, principals, employees and agents.
22. The Client shall indemnify and hold Consultant harmless with regard to all liability or claims of any kind, including all investigation and
defense costs, connected directly or indirectly with this project, which liabilities or claims do not result from the sole negligence or willful
misconduct of the Consultant.
23. Consultant has a right to complete all services agreed to be rendered pursuant to this Agreement. In the event this Agreement is terminated
before the completion of all services, unless Consultant is responsible for such early termination, Client agrees to release Consultant from all
liability for services performed.
24. In the event work prepared or partially prepared by the Consultant be suspended, abandoned, or terminated, the Client shall pay the
Consultant for all work, fees, deposits, charges and services provided, not to exceed any maximum amount specified herein. Client
acknowledges if project work is suspended and restarts, there may be additional charges due to suspension which shall be paid by Client as extra
work.
25. Client agrees that if Client requests services not specified pursuant to the scope of services described within this Agreement, Client agrees to
pay all such additional services as extra work if authorized in writing.
26. Consultant shall be entitled to immediately, and without notice, suspend the performance of any and all of its obligations pursuant to this
Agreement if Client files a voluntary petition seeking relief under the United States Bankruptcy Code or if there is an involuntary bankruptcy
petition filed against Client in the United States Bankruptcy Court, and that petition is not dismissed fifteen (15) days after its filing. Any
suspension of services made pursuant to the provisions of this Paragraph shall continue until such time as this Agreement has been fully and
properly assumed or adequate assurance provided in accordance with the applicable provisions of the United States Bankruptcy Court and in
compliance with the final order or judgments issued by the Bankruptcy Court.
27. If payment for Consultant's services is to be made on behalf of Client by a third party, Client agrees that Consultant shall not be required to
indemnify the third party, in the form of an endorsement or otherwise, as a condition of receiving payment for services.
28. Client agrees to purchase and maintain, during construction, builder's liability special peril or other similar insurance which will name
Consultant as an additional insured. Client also agrees to require the contractor or contractors to purchase and maintain liability insurance,
including broad form general liability coverage, comprehensive bodily injury, broad form property damage, independent contractors insurance,
completed operations and contractual liability coverage, and the exclusions for explosion, collapse or underground coverage shall be deleted;
automobile including bodily injury, property damage, owned, non-owned and hired vehicles; and worker's compensation insurance including
employers liability coverage, all of which shall name the Client and Consultant as additional insureds. Certificates of such insurance shall be
provided to Consultant and the certificate(s) shall include provisions that the above policies are primary and non-contributory with Consultant's
insurance and that coverage will not be canceled unless at least thirty days prior written notice has been given to Consultant.
29. In the event that the plans, specifications, and/or field work covered by this Agreement are those required by various governmental agencies
and one or more such governmental agency changes its policies, ordinances, procedures or requirements after the date of this Agreement, any
additional office or field work required, shall be paid by Client as extra work.
30. Services provided within the Agreement are for the exclusive use of the Client. Nothing contained in this Agreement shall be construed to be
for the benefit of any person not a party to this Agreement and no third-party beneficiary rights are created.
31. All original papers, drawings, notes, documents and other work product of Consultant, and copies thereof, produced as a result of the
Agreement represent professional services, shall remain the property of the Consultant, and Consultant shall retain all copyright and other
ownership interests. Client shall have a nonexclusive license to use Consultant’s work product and any items in which Consultant maintains
ownership and/or copyright interest so long as all fees to be paid under this Agreement have been paid. Any nonexclusive license Client obtains
under this Agreement terminates upon the termination of this Agreement. Consultants work product may be used by Consultant without consent
of the Client.
32. In the event that any changes are made in the plans and/or specifications by the Client or persons other than the Consultant, and such changes
are not consented to in writing by Consultant, Client acknowledges that the changes and their effects are not the responsibility of Consultant and
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Client agrees to release Consultant from all liability arising from the use of such changes and agrees to defend, indemnify and hold Consultant, its
officers, directors, principals, agents and employees harmless from and against all claims, demands, damages or costs arising from the changes.
33. Client agrees not to use or permit any other person to use plans, drawings or other work product prepared by Consultant, which plans,
drawings or other work product are not signed and stamped or sealed by Consultant and/or are not final. Client agrees to be liable and
responsible for any use of non-final plans, drawings or work product or plans, drawings or work product not signed, and stamped or sealed by
Consultant and waives liability against Consultant for their use. Client further agrees that final plans, drawings, and other work products are for
the exclusive use of Client and may be used by Client only for the project described in this Agreement.
34. In the event that any staking is destroyed, damaged, or disturbed by an act of God or parties other than Consultant, the cost of re-staking shall
be paid for by the Client as extra work. If the scope of services provided for pursuant to this Agreement does not include construction staking by
Consultant, Client acknowledges that changes, clarifications, adjustments, and modifications may be necessary because of changed field or other
conditions. Client will indemnify and defend Consultant for construction staking by others and from claims arising from changes, clarifications,
adjustments and modifications which may be necessary to reflect changed field or other conditions, except claims caused by the sole negligence
or willful misconduct of Consultant.
35. Questions concerning location or changes in construction stakes or questions concerning information on plans and specifications must be
called to the attention of the Consultant upon discovery and before corrective remedy.
36. The Consultant shall be notified 24 hours in advance, so that he may check forms, for grade and alignment only, prior to the pouring of
concrete for cast-in-place concrete structures, thrust blocks, electrical boxes, bridge abutments or piers, or any similar structures staked by
Consultant. Consultant can assure compliance to proper grade and alignment only when it has been advised to check in advance.
37.(a) If the scope of services to be provided by Consultant pursuant to the terms of this Agreement include the preparation of engineering
drawings but exclude construction staking services, Client acknowledges that such services normally include coordinating civil engineering
services and the preparation of as-built drawings pursuant to Uniform Building Code Chapter 70 and/or other statutes, ordinances or laws, and
Client will be required to retain such services from another consultant or pay Consultant pursuant to this Agreement for such services as extra
work.
(b) If the scope of services to be provided by Consultant pursuant to the terms of the Agreement, include construction staking services, but
exclude the preparation of the engineering drawings to be used for construction and construction staking, Client acknowledges the coordination of
civil engineering services and the preparation of as-built drawings as required by statute, ordinance or law may require the retention by Client of
another consultant or the original consultant responsible for the design, or pay Consultant pursuant to this Agreement for such services as extra
work. Client acknowledges that if Consultant is retained to prepare as-built drawings of plans prepared by others, Client will indemnify, defend
and hold Consultant harmless from any and all liability in connection with the plans and specifications prepared by others, and the performance
of work by Consultant on this project as set forth in Paragraph 44.
38. In the event Client discovers or becomes aware of apparent errors or omissions, field conditions or discrepancies during the construction
phase of the project, which apparent errors or omissions, field conditions or discrepancies are resolvable by Consultant, Client agrees to notify
Consultant and engage Consultant to resolve the problem before construction activities commence or further construction activity proceeds.
Further, Client agrees to have a provision in its construction contracts for the project which require the contractor to notify Client of any such
apparent errors or omissions, field conditions or discrepancies so that Client may, in turn, notify Consultant pursuant to the provisions of this
Paragraph.
39. Client shall pay the costs of checking and inspection fees, zoning and annexation application fees, assessment fees, soils engineering fees,
soil testing fees, aerial topography fees, and other fees and deposits, permits, bond premiums, title company charges, blueprints and
reproductions, and all other charges not specifically covered by the terms of this Agreement.
40. All fees and other charges will be billed monthly as the work progresses and the net amount shall be due at the time of billing.
41. A late payment CHARGE will be computed by the Consultant at the periodic rate of 1.5% per month, not to exceed the maximum legal rate,
which will be applied to any unpaid balance commencing thirty (30) days after the date of the original billing.
42. Client agrees that the balance as stated on the billings from Consultant to Client are correct, conclusive and binding on the Client unless
Client within forty-five (45) days from the date of receipt of such billing, notifies Consultant in writing of the particular items that are alleged to
be incorrect.
43. In consideration of the Consultant's fee for services, the Client agrees that the Consultant will perform no onsite construction review,
construction management, supervision of construction of engineering structures or other construction supervision for this project unless
specifically contracted for; that such services will be provided by others; and that the Client shall defend, indemnify and hold the Consultant, its
officers, directors, principals, agents and employees harmless from any and all liability, real or alleged, arising or resulting from the performance
of construction review, construction management, supervision of construction of engineering structures or supervision by others. Further, Client
acknowledges that Consultant will be unable to correct errors or omissions in the plans which customarily become apparent and resolvable during
construction review.
44. Client agrees that, in accordance with generally accepted construction practices, the construction contractor will be required to assume sole
and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property;
that this requirement shall be made to apply continuously and not be limited to normal working hours. The Client further agrees to defend,
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indemnify, and hold the Consultant harmless from any and all liability in connection with the performance of work on this project, excepting
liability arising from the sole negligence or willful misconduct of the Consultant.
45. Client agrees to limit the liability of Consultant, its principals and employees to the Client, all contractors and subcontractors on the project,
due to professional negligent acts, errors or omissions of the Consultant, breach of contract or any other cause of action however pled to the
sum of $50,000 or the Consultant's fee, whichever is greater; except that if the contract amount, including any addenda or other contracts
pertaining to or covering services related to the project, exceeds $150,000, the liability of Consultant shall not exceed $150,000. Client further
agrees to notify any contractor and subcontractor who may perform work in connection with any design, report or study prepared by Consultant
of such limitation of liability, and to require as a condition precedent to their performing their work, a like indemnity of liability on their part as
against the Consultant.
46. The Client hereby agrees to bring no claim for negligence, breach of contract, indemnity or otherwise against the Consultant, its principals,
employees and agents if such claim, in any way, would involve the Consultant's services for the investigation, detection, abatement, replacement,
use or specification, or removal of products, materials or processes containing asbestos, asbestos cement pipe, and/or hazardous materials (as
defined by state, federal and/or local laws or ordinances). Client further agrees to defend, indemnify and hold harmless Consultant, its officers,
directors, principals, employees and agents from any asbestos, asbestos cement pipe, and/or hazardous waste material related claims that may be
brought by third parties as a result of the services provided by the Consultant pursuant to this Agreement except claims caused by the sole
negligence or willful misconduct of the Consultant.
47. Client acknowledges that Consultant's scope of services for this project does not include any services related, in any way, to asbestos and/or
hazardous waste. Should Consultant or any other party encounter such materials on the job site, or should it in any way become known that such
materials are present or may be present on the job site or any adjacent or nearby areas which may affect Consultant's services, Consultant may, at
its option, terminate work on the project until such time as Client retains a specialist contractor to abate and/or remove the asbestos and/or
hazardous waste materials and warrant that the job site is free from any hazard which may result from the existence of such materials.
48. Digital data files shall be provided to Client only if such delivery has been specified in the scope of services set forth in this Agreement. If
the scope of services does not specify that digital data files shall be delivered, all costs associated with delivery of digital data files shall be paid
by Client. Client agrees that all digital data files delivered by Consultant are to be used exclusively to fulfill the scope of this Agreement. Client
agrees to hold Consultant harmless for any use by client of this data outside or beyond the scope of this Agreement.
49. Consultant makes the following representations as to the compatibility of digital data files:
(a) All data files are to be used with compatible hardware and software versions as used by Consultant at the time file copies were created.
(b) Consultant makes no representation as to the compatibility of any data files other than for the hardware and software versions used by
Consultant to create the data files.
(c) Client agrees to hold Consultant harmless for any use of data files on any hardware or software versions other than those which were used
by Consultant to create them.
(d) If Client requires or requests any special or specific file structure, format or software that is different from those used by Consultant at the
time Consultant is performing the services set forth in this Agreement, unless otherwise specified in this Agreement, all costs associated with
creating the file structure or format, and/or acquiring necessary software and/or hardware, shall be the responsibility of Client.
50. After the time final data files have been delivered per terms of this Agreement, Consultant will not be held responsible for maintaining copies
of any digital data related to this Agreement.
51. Client agrees that if formats for deliverables of digital files are not specified in this Agreement, they will be delivered using the standards and
versions of Consultant at the time of creation.
52. Client agrees not to use any digital files (drawing or data file), in whole or in part, for any purpose or project other than the project which is
the subject of this Agreement. Client waives any and all claims against Consultant resulting in any way from any changes not authorized and/or
authored by Consultant and/or reuse of the drawings or data for any other project without the express written consent by Consultant. The transfer
of drawings or data in electronic media or format shall not be deemed a sale, and Consultant makes no warranties, either express or implied, of
merchantability or fitness for a particular purpose.
53. Because data stored on electronic media can deteriorate undetected or be modified without the Consultant’s knowledge, the Client agrees that
it will accept responsibility for the completeness, correctness, or readability of the electronic media after an acceptance period of 30 days after
delivery of the electronic files, and that upon the expiration of this acceptance period, client will indemnify and save harmless the Consultant for
any and all claims, losses, costs, damages, awards or judgments arising from use of the electronic media files or output generated from them. The
Consultant agrees that it is responsible for the accuracy of the sealed drawings that accompany the submittal, and that such accuracy is defined as
the care and skill ordinarily used by members of the Consultants profession practicing under similar conditions at the same time and in the same
locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise, in connection with the Consultant’s services.
54. Prior to the commencement of any legal action, in an effort to resolve any conflicts that arise during the design or construction of the project
which is the subject of this Agreement, or following completion of the project, Client and Consultant agree that all disputes between them arising
out of or relating to this Agreement, the services performed pursuant to this Agreement, or relating in any way to the project, shall be submitted to
nonbinding mediation unless the parties mutually agree otherwise. Each party shall be represented at the mediation by a person or persons with
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the authority to bind the party to any agreement, obligation or resolution resulting from the mediation. Each of the parties agrees to include a
similar mediation provision in all agreements with any other contractors and consultants retained for the project and to require such contractors
and consultants to include a similar provision in all agreements with subcontractors, sub-consultants, suppliers or fabricators, thereby providing
mediation as the primary method for dispute resolution between the parties to those agreements.
EXHIBIT D7: BASELINE PROJECT SCHEDULE
MARCH 18, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO: WW2111.401
See Following Baseline Project Schedule
ID
Task
Mode
Task Name
Duration
Start
Finish
1
GMP 1 ‐ CHAPARRAL WAY
62 days
Fri 4/1/22
Wed 6/1/22
2
GMP 2 ‐Lake Drive
47 days
Thu 6/2/22
Mon 7/18/22
3
LAKE DR ‐ SEWER (1130 LF)
47 days
Thu 6/2/22
Mon 7/18/22
4
INSTALL BYPASS
4 days
Thu 6/2/22
Sun 6/5/22
5
INSTALL SEWER MH#1 TO MH#5
14 days
Mon 6/6/22 Sun 6/19/22
6
INSTALL SEWER MH#5 TO MH#10
14 days
Mon 6/6/22 Sun 6/19/22
7
FINAL PRESSURE TEST SEWER
2 days
Mon 6/20/22Tue 6/21/22
8
INSTALL MH'S & BACKFILL ‐ 10EA
17 days
Thu 6/9/22
Sat 6/25/22
9
FINAL MH COATING BASE
4 days
Sun 6/26/22 Wed 6/29/22
10
FINAL MH TESTING
2 days
Thu 6/30/22 Fri 7/1/22
11
FINAL SEWER CAMERA
1 day
Sat 7/2/22
Sat 7/2/22
12
REMOVE BYPASS
4 days
Sun 7/3/22
Wed 7/6/22
13
CONCRETE REPLACEMENT
12 days
Fri 7/1/22
Tue 7/12/22
14
PAVING
3 days
Wed 7/13/22Fri 7/15/22
15
ADJUSTMENTS
2 days
Sat 7/16/22 Sun 7/17/22
16
STRIPING
1 day
Mon 7/18/22Mon 7/18/22
17
LAKE DR ‐ WATER (2 EA)
23 days
Mon 6/20/22Tue 7/12/22
18
INSTALL 8"
12 days
Mon 6/20/22Fri 7/1/22
19
TESTING
7 days
Sat 7/2/22
Fri 7/8/22
20
TIE OVER NEW/OLD WL
4 days
Sat 7/9/22
Tue 7/12/22
21
LAKE DR ‐ WATER (1EA)
15 days
Mon 6/20/22Mon 7/4/22
22
INSTALL 8"
6 days
Mon 6/20/22Sat 6/25/22
23
TESTING
7 days
Sun 6/26/22 Sat 7/2/22
24
TIE OVER NEW/OLD WL
2 days
Sun 7/3/22
Mon 7/4/22
25
ALMA ‐ WATER SERVICE (1 EA)
5 days
Tue 7/5/22
Sat 7/9/22
26
INSTALL 2" SERVICE
3 days
Tue 7/5/22
Thu 7/7/22
27
TIE OVER NEW/OLD WL
1 day
Fri 7/8/22
Fri 7/8/22
28
PAVING
1 day
Sat 7/9/22
Sat 7/9/22
29
GMP 3 ‐ ALMA SCHOOL/CHANDLER HTS
126 days
Tue 7/19/22 Mon 11/21/2
T
W
T
F
S
S
M
T
W
T
F
S
S
M
T
W
T
F
S
S
M
T
W
T
F
S
S
M
T
W
T
F
'22 Mar 27, '2 Apr 17, '22May 8, '22May 29, '2Jun 19, '22Jul 10, '22 Jul 31, '22 Aug 21, '2 Sep 11, '2 Oct 2, '22 Oct 23, '22Nov 13, '2
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: GMP 2 - Lake Dr 2-24-
Date: Thu 2/24/22
CITY OF CHANDLER
PUBLIC WORKS AND UTILITIES DEPARTMENT
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS
LAKE DRIVE: CHAPARRAL WAY TO ALMA SCHOOL RD
PROJECT NO. WW2111.401
FOR CONSTRUCTION
TECHNICAL SPECIFICATIONS
MARCH 2022
Exhibit B
Technical Specifications
March 2022
City of Chandler
21-047
TOC-2
Chandler Heights Road Utility Relocations
DIVISION 15 MECHANICAL
15050
PIPING SYSTEMS
15051
BURIED PIPING INSTALLATION
15061
DUCTILE IRON PIPE
15064
COPPER PIPE
15067
VCP PIPE
15120
PIPING SPECIALTIES AND ACCESSORIES
++ END OF TABLE OF CONTENTS ++
March 2022
City of Chandler
21-047
01010-1
Chandler Heights Road Utility Relocations
SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. The work covered under this Contract will be performed within the City of
Chandler in the following general locations:
1.
Lake Drive: Chaparral Way to Alma School Road
1.2 DESCRIPTION OF OWNER'S PROJECT
A. The overall scope project will consist of the following installation:
1.
Relocation of approximately 250 linear feet of 8-inch potable water line.
2.
Relocation of approximately 100 linear feet of 6-inch potable water line.
3.
Installation of approximately 100 liner feet of 2-inch potable water line.
4.
Installation of approximately 1,500 linear feet of 10-inch VCP sanitary
sewer.
5.
Abandoning of approximately 1,400 linear feet of 10-inch sanitary sewer by
filling with grout.
6.
Addition of six (6) new sanitary sewer manhole.
7.
Removal and replacement of four (4) existing sanitary sewer manhole.
8.
Complete all testing and disinfection on new and relocated waterlines prior to
connecting to existing water distribution system. Contractor to coordinate
and plan construction activities with existing operational needs of the City.
9.
Complete all testing on new sewer lines and manholes prior to connecting to
existing sewer system. Contractor to coordinate and plan construction
activities with existing operational needs of the City.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
March 2022
City of Chandler
21-047
01050-1
Chandler Heights Road Utility Relocations
SECTION 01050
FIELD ENGINEERING/SURVEYING
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR shall hire a surveyor licensed in the State of Arizona to
perform all surveying responsibilities. It is also the CONTRACTOR'S
responsibility to notify the ENGINEER, in writing, of any discrepancy found
between the topographic survey provided and the baseline conditions provided in
the Contract Documents within 14 days of the Notice to Proceed. The
CONTRACTOR further takes the responsibility to correct any discrepancies not
reported to the ENGINEER within the specified construction schedule as part of
the finished grading required as part of this Project at no cost to the OWNER.
B. The CONTRACTOR shall provide competent, qualified personnel and materials
required to perform all construction layout staking and re-staking (as necessary)
of the Work and will protect and preserve the established reference points and
will make no change or relocations without the prior written approval of the
OWNER.
C. The CONTRACTOR will report to the OWNER whenever any reference point is
lost or destroyed or requires relocation because of necessary changes in grades or
locations. The CONTRACTOR will replace and accurately relocate all reference
points so lost, destroyed, or moved at no additional cost to the OWNER.
D. Field surveying shall include GIS location and data of all new construction and
abandoned utilities as required by the City of Chandler. The CONTRACTOR
shall provide the GIS location and data at each application of payment to verify
content. If data is missing or does not meet City of Chandler requirements,
portions of the new construction shall be exposed to obtain the data at no
additional cost to the OWNER. The City of Chandler requirements are identified
below:
1.
Contractor shall provide survey grade GPS / GIS data, meeting the following
requirements for all facilities to be owned and/or operated by the City of
Chandler.
a.
ESRI File Geodatabase format:
1) All GPS point data, along with corresponding GIS Attribute data,
must be submitted in ESRI File Geodatabase format.
2) The City of Chandler will provide a copy of the File Geodatabase in
ESRI ArcGIS format, upon submitting a data request form attached
March 2022
City of Chandler
21-047
01050-2
Chandler Heights Road Utility Relocations
herewith.
Please
submit
the
data
request
form
to
Kristy.Noelson@Chandleraz.gov
b.
Data dictionary and Attribute data:
1) Attribute data should be provided for each of the GPS’d Utility
Feature listed in section ‘d’ below. All Attribute data should
conform to the ESRI File Geodatabase format, provided by the
City. A copy of the data dictionary will be made available to the
CONTRACTOR.
c.
Coordinate System:
1) Horizontal Datum: Arizona State Plane Coordinates, Central
Zone NAD83 (HARN) Vertical Datum: NAVD88
d.
Point Data for GPS:
1) Water System Features:
a)
Water main location (top of pipe), size and material (one (1)
coordinate provided every 100 feet minimum) and at fittings.
b) Water fitting location (top of feature), size, material and type
including: Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross,
Coupling, End Cap, Line Stop, Reducer, Saddle, Other.
c)
Water valve location (center of valve box cover), size and type.
d) Fire hydrant location (top of hydrant), manufacturer and year.
e)
Water service line location (at connection to main, any bends,
and termination at meter box or meter vault or at the edge of
easement or ROW), size and material.
f)
Water blow-off and air release valve location (center of cover),
size, type and manufacturer.
g) Water manhole or vault location (center of cover), size and
type.
2) Waste Water System features:
a)
Sewer manhole and cleanout location (center of cover), size,
material, and cover type.
b) Sewer gravity main location (invert of pipe), size, material and
flow direction (from) at all manholes, cleanouts and structures.
c)
Sewer service line location, size and material (at connection to
main, and termination at cleanout, or stub out at edge of the
easement or ROW).
d) Sewer force main location (top of pipe), size, and material (one
(1) coordinate provided every 100 feet minimum) and at
fittings.
e)
Sewer force main (and gravity) fitting location (top of feature),
size, material and type including: Bend (22.5, 45, or 90), Tee,
Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer,
Saddle, Wye, Other
f)
Sewer force main valve location (center of valve box cover),
size and type.
March 2022
City of Chandler
21-047
01050-3
Chandler Heights Road Utility Relocations
g) Sewer force main air release valve location (center of
cover), size, type and manufacturer.
h) Sewer force main manhole or vault location (center of cover),
size and material.
i)
Sewer structure (center of structure), type (diversion, junction
box)
3) Standard GPS Metadata on all points collected: Date, Time,
Height,
Horiz_Precision,
Vert_Precision, Northing,
Easting,
Surveyor, Datafile, and Comments
2.
Refer to the included information, following this specification, from the City
of Chandler. Contractor shall meet all requirements.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
DATA DICTIONARY
FOR
WATER, SEWER, RECLAIM & STORM
DATA DICTIONARY:
WATER
Water Fitting
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
MATERIAL
MATERIAL
String
20
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
ROTATION
ROTATION
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
TYPE
TYPE
String
30
WS_FITTING_TYPE
BEND
BEND
String
20
WS_FITTING_BEND
Water Hydrant
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
Feature Owner
String
25
WS_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
String
25
WS_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
String
25
WS_SPATIALSOURCE_STD
BARRELDIAMETER
Barrel Diameter
Double
8
LARGENOZZLEDIAMETER
Large Nozzle Diameter
Double
8
SMALLNOZZLEDIAMETER
Small Nozzle Diameter
Double
8
OUTLETCONFIGURATION
Outlet Configuration
Double
8
SEATDIAMETER
Seat Diameter
Double
8
MANUFACTURER
Manufacturer
String
25
WS_HYD_MANUFACTURER
YEARMANUFACTURED
Manufacture Year
String
25
HASLOCK
Has Lock ?
String
25
GIS_BOOLEAN_YES_NO
COLOR
Color
String
25
ROTATION
Symbol Rotation
Double
8
GPSOID
GPS ObjectID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
25
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
String
25
VERT_PREC
VERT_PREC
String
25
NORTHING
NORTHING
String
25
EASTING
EASTING
String
25
DATAFILE
DATAFILE
String
25
GPS_COMMENT
GPS_COMMENT
String
50
WATER VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATURE OWNER
String
20
RWS_SYSVAL_FUNCTION
LIFECYCLESTATUS
LIFECYCLE STATUS
String
20
WS_SYSVAL_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
String
20
WS_SYSVAL_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
String
10
RWS_SYSVAL_VALVETYPE
GROUNDTYPE
GROUNDTYPE
String
25
WS_SYSVAL_GROUNDTYPE
DIAMETER
Diameter
String
8
WS_SYSVAL_DIAM
GPSOID
GPS OBJECTID
Integer
4
GPS_DATE
GPS DATE
Date
8
GPS_TIME
GPS TIME
String
10
GPS_HEIGHT
GPS HEIGHT
Double
8
HORZ_PREC
HORZ PREC
Double
8
VERT_PREC
VERT PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS COMMENT
String
30
WO_CAT_CODE
WO CAT CODE
String
10
WO_CAT
WO CAT
String
25
WATER MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
ACCESSDIAMETER
ACCESSDIAMETER
String
8
ACCESSTYPE
ACCESSTYPE
String
20
GROUNDTYPE
GROUNDTYPE
String
20
WS_SYSVAL_GROUNDTYPE
COVERMATERIAL
COVERMATERIAL
String
10
COVERTYPE
COVERTYPE
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
WATER MISC PNT
This feature is used for any miscellaneous information
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
50
NOTES
NOTES
String
150
SIZE
SIZE
Double
8
Water Domains:
Domain name
WS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
FUTURE
FUTURE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_SPATIALSOURCE
APPROVED PLANS
APPROVED PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
GPS
GPS
HYDRMAINT
HYDRMAINT
ORTHOPHOTO
ORTHOPHOTO
TM7
TM7
UNKNOWN
UNKNOWN
Domain name
WS_HYD_MANUFACTURER
AMERICANDARLING AMERICANDARLING
AVK
AVK
CLOW
CLOW
DRESSER
DRESSER
GREENBERG
GREENBERG
KENNEDY
KENNEDY
MUELLER
MUELLER
PACIFIC
PACIFIC
UNKNOWN
UNKNOWN
WATEROUS
WATEROUS
Domain name
WS_FEATUREOWNER
COC
Chandler
COG
Gilbert
COM
Mesa
COP
Phoenix
COT
Tempe
COUNTY
Maricopa County
GOULD
Gould
GRIC
GRIC
INTEL
Intel
MICROCHIP
Microchip
MOTOROLA
Motorola
PRIVATE
Private
SRP
SRP
SRVWUA
SRVWUA
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_LIFECYCLESTATUS
FUTURE
FUTURE
UNKNOWN
UNKNOWN
INACTIVE
INACTIVE
ACTIVE
ACTIVE
REMOVED
REMOVED
ABANDONED
ABANDONED
Domain name
WS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
WS_SYSVAL_DIAM
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
54
54
Domain name
WS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
OTHER
OTHER
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
WS_SYSVAL_GROUNDTYPE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
WS_SPATIALSOURCE_STD
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
DATA DICTIONARY:
SEWER
SEWER CLEANOUT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER CONTROL VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
TYPE
TYPE
String
25
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
DIAMETER
DIAMETER
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
MATERIAL
MATERIAL TYPE
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE OF FITTING
String
20
SEWER_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
LID
LID TYPE
String
20
TYPE
TYPE
String
20
WW_MH_TYPE
COVER_MATERIAL
COVER_MATERIAL
String
25
WW_MH_COVER_MATERIAL
COVER_HOLE
COVER_HOLE
String
25
WW_MH_COVER_HOLE
COVER_SIZE
COVER_SIZE
String
20
WW_MH_COVER_SIZE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
LINER
LINER
String
50
WW_MH_LINER
WALL_MATERIAL
WALL_MATERIAL
String
50
WW_MH_WALL_MATERIAL
SEWER_MISC
For any Miscellaneous features
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
SPATIALSOURCE
SPATIALSOURCE
String
20
MATERIAL
MATERIAL
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
NOTES
NOTES
String
255
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE_
String
20
Sewer Domains:
Domain name
WW_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
TOG
TOG
UNKNOWN
UNKNOWN
Domain name
WW_SPATIALSOURCE
GPS
GPS
ASBUILT
ASBUILT
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_HOLE
UNKNOWN
UNKNOWN
SEALED
SEALED
Domain name
WW_MH_LINER
CAST-IN-PLACE
CAST-IN-PLACE
CEMENTITIOUS
CEMENTITIOUS
COMPOSITE
COMPOSITE
CURED-IN-PLACE
CURED-IN-PLACE
EPOXY
EPOXY
FR PLASTIC INSERT
FR PLASTIC INSERT
FR POLYMER INSERT
FR POLYMER INSERT
INSERT
INSERT
UNKNOWN
UNKNOWN
Domain name
WW_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
PULLED
PULLED
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_MATERIAL
ALUMINUM
ALUMINUM
CASTIRON
CASTIRON
HDPE COMPOSITE - CAP HDPE COMPOSITE - CAP
HDPE COMPOSITE - EJ
HDPE COMPOSITE - EJ
HDPE COMPOSITE -
HD20
HDPE COMPOSITE - HD20
STEEL
STEEL
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_SIZE
0
Unknown
4
4
6
6
8
8
22
22
24
24
26
26
28
28
30
30
32
32
38
38
48
48
60
60
Domain name
WW_MH_WALL_MATERIAL
NONE
NONE
COMPOSITE
COMPOSITE
UNKNOWN
UNKNOWN
CONCRETE
CONCRETE
POURED
POURED
TLOCK
TLOCK
PRECAST
PRECAST
BRICK
BRICK
Domain name
WW_MH_TYPE
0
UNKNOWN
1
SANITARY SEWER
2
ARV
DATA DICTIONARY:
RECLAIM
RECLAIM_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
RWS_SPATIALSOURCE
MATERIAL
MATERIAL
String
20
RWS_MAIN_OR_SERVICE_MATERIAL
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
RWS_FITTING_DIAMETER
TYPE
TYPE
String
30
RWS_FITTING_TYPE
BEND
BEND
String
20
RWS_FITTING_BEND
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
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RECLAIM_MISC_STRUCT
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Alias Name
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OID
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SHAPE
Geometry
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TYPE
SUBTYPE
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
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50
NOTES
Notes
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150
RECLAIM_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
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RWS_FEATUREOWNER
LIFECYCLESTATUS
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20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
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RWS_SPATIALSOURCE
ACCESSDIAMETER
ACCESSDIAMETER
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8
RWS_GROUNDTYPE
GROUNDTYPE
GROUNDTYPE
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20
COVERMATERIAL
COVERMATERIAL
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10
COVERTYPE
COVERTYPE
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8
GPSOID
GPSOID
Integer
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GPS_DATE
GPS_DATE
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GPS_TIME
GPS_TIME
String
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GPS_HEIGHT
GPS_HEIGHT
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HORZ_PREC
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VERT_PREC
VERT_PREC
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NORTHING
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EASTING
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RECLAIM SYSTEM VALVE
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Type
Length
Domain
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OBJECTID
OID
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SHAPE
Geometry
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RWS_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
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10
RWS_SYSVAL_VALVETYPE
FUNCTION
FUNCTION
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RWS_SYSVAL_FUNCTION
GROUNDTYPE
GROUNDTYPE
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GPS OBJECTID
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Reclaim Domains:
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BUTTERFLY
BUTTERFLY
GATE
GATE
INSERTA
INSERTA
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UNKNOWN
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RWS_SYSVAL_FUNCTION
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ARV
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INLINE
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PUMPOUT
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STUBOUT
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UNKNOWN
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RWS_SYSVAL_TYPE
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ARV
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BLOWOFF
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SRP
TOG
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AC
CC
CC
CI
CI
CU
COPPER
DI
DI
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PVC
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UNKNOWN
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11B
22B
22B
45B
45B
90B
90B
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COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
MECHANICAL
JOINT
MECHANICAL JOINT
OTHER
OTHER
RECHARGE WELL
RECHARGE WELL
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
RWS_SPATIALSOURCE
ASBUILT
ASBUILT
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
RWS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_DIAM
1.5
1.5
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
9999
UNKNOWN
Domain name
RWS_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
DIRT
DIRT
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_DIAMETER
0.63
0.63
0.75
0.75
1
1
1.25
1.25
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
12
12
15
15
16
16
18
18
20
20
24
24
30
30
36
36
42
42
48
48
March 2022
City of Chandler
21-047
01090-1
Chandler Heights Road Utility Relocations
SECTION 01090
REFERENCE STANDARDS/ABBREVIATIONS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section lists many of the construction industry organizations, professional
and technical associations, societies and institutes, and government agencies
issuing, promoting, or enforcing standards to which references may be made in
the Contract Document, along with the abbreviations commonly used for those
references. Also included are certain general requirements for the use of industry
standards specified and for application of the standards in quality control.
1.2 USE OF REFERENCE STANDARDS
A. Work specified by reference to the published standard or specification of a
government agency, technical association, trade association, professional society
or institute, testing agency, or other organization shall conform to, or surpass the
minimum standards of quality for materials and workmanship established by the
designated standard or specification.
B. Where so specified, products or workmanship shall also conform to the additional
prescriptive or performance requirements included within the Contract
Documents to establish a higher or more stringent standard of quality than that
required by the referenced standard.
C. Where the specific date or issue of the standard is not included with the reference
to the standard, the edition, including all amendments published and available on
the first published date of the Invitation to Bid, shall apply.
D. Where two or more standards are specified to establish quality, the product, and
workmanship shall conform to or surpass the requirements of both.
E. In case of conflict between referenced standards, the more stringent shall apply.
F. Where both a standard and a brand name are specified for a product in the
Contract Document, the proprietary product named shall conform to or surpass
the requirements of the specified reference standard. The listing of a trade name
in a Contract Document shall not be construed a warranting that such product
conforms to the respective reference standard.
G. Copies of Standards:
1.
Copies of applicable referenced standards have not been bound in this
Contract Document.
March 2022
City of Chandler
21-047
01090-2
Chandler Heights Road Utility Relocations
2.
Where copies of standards are needed by the CONTRACTOR for
superintendence and quality control of the Work, obtain a copy or copies
directly from the publication source and maintain in an orderly manner at the
job site, available to the CONTRACTOR'S personnel, subcontractors,
OWNER, and ENGINEER.
3.
Submittals: Submit for approval the requests to use products conforming to
printed standards or publications with a different publication date from that
effective under the Contract. Clearly indicate the changes in product or
workmanship quality involved in the proposed change, if any, and reasons for
the request.
1.3 ABBREVIATIONS
A. Abbreviations for trade organizations and government agencies. The following is
a list of construction industry organizations and government agencies to which
references may be made in the Contract Document, with abbreviations used.
AA
Aluminum Association
AAMA
American Architectural Manufacturers Association
AAMA
Architectural Aluminum Manufacturers' Association
AASHTO
American Association of State Highway and Transportation Officials
ABPA
Acoustical and Board Products Association
ACI
American Concrete Institute
ADA
Americans With Disabilities Act
ADEQ
Arizona Department of Environmental Quality
ADHS
Arizona Department of Health Services
AFBMA
Anti-Friction Bearing Manufacturers' Association
AGA
American Gas Association
AGC
Associated General Contractors
AGMA
American Gear Manufacturers' Association
AHC
Architectural Hardware Consultant
AI
Asphalt Institute
AIA
American Institute of Architects
AIA
American Insurance Association
AIEE
American Institute of Electrical Engineers
AISC
American Institute of Steel Construction
AISI
American Iron and Steel Institute
AITC
American Institute of Timber Construction
ALS
American Lumber Standards
AMCA
Air Moving and Conditioning Association
AMG
Arizona Masonry Guild
ANSI
American National Standards Institute
APA
American Plywood Association
API
American Petroleum Institute
AREA
American Railway Engineering Association
ARI
Air Conditioning and Refrigeration Institute
March 2022
City of Chandler
21-047
01090-3
Chandler Heights Road Utility Relocations
ARMA
Asphalt Roofing Manufacturers Association
ASAE
American Society of Agricultural Engineers
ASCE
American Society of Civil Engineers
ASHRAE
American Society of Heating, Refrigerating, and Air Conditioning
Engineers, Inc.
ASME
American Society of Mechanical Engineers
ASTM
American Society for Testing and Materials
AWI
Architectural Woodwork Institute
AWPA
American Wood Preservers' Association
AWPB
American Wood Preservers Bureau
AWPI
American Wood Preservers' Institute
AWS
American Welding Society
AWSC
American Welding Society Code
AWI
Architectural Woodwork Institute
AWWA
American Water Works Association
BHMA
Builders Hardware Manufacturers' Association
BIA
Brick Institute of America
CBMA
Certified Ballast Manufacturers' Association
CDA
Copper Development Association
CGA
Compressed Gas Association
CISPI
Cast Iron Soil Pipe Institute
CLFMI
Chain Link Fence Manufacturer's Institute
CMAA
Crane Manufacturers' Association of America
CRA
California Redwood Association
CRSI
Concrete Reinforcing Steel Institute
CS
Commercial Standards
CSI
Construction Specifications Institute
CTI
Cooling Tower Institute
FGMA
Flat Glass Manufacturer's Association
FIA
Factory Insurance Association
FM
Factory Mutual
FS
Federal Specification
FTI
Facing Tile Institute
GA
Gypsum Association
HI
Hydraulic Institute
HMI
Hoist Manufacturers' Institute
ICBO
International Conference of Building Officials
ICEA
Insulated Cable Engineers' Association
IEEE
Institute of Electrical and Electronics Engineers, Inc.
IES
Illuminating Engineering Society
March 2022
City of Chandler
21-047
01090-4
Chandler Heights Road Utility Relocations
ISA
Instrument Society of America
JIC
Joint Industry Conferences of Hydraulic Manufacturers
LIA
Lead Industries Association
MAG
Maricopa Association of Governments
MIA
Marble Institute of America
MIA
Masonry Institute of America
MLMA
Metal Lath Manufacturers Association
MS
Military Specifications
MMA
Monorail Manufacturers' Association
NAAMM
National Association of Architectural Metal Manufacturers
NBFU
National Board of Fire Underwriters
NBHA
National Builders' Hardware Association
NBS
National Bureau of Standards
NCMA
National Concrete Masonry Association
NEC
National Electrical Code
NEMA
National Electrical Manufacturers' Association
NESC
National Electric Safety Code
NFPA
National Fire Protection Association
NFPA
National Forest Products Association
NGA
National Glass Association
NHLA
National Hardwood Lumber Association
NKCA
National Kitchen Cabinet Association
NLMA
National Lumber Manufacturers' Association
NMWIA
National Mineral Wool Insulation Association
NSF
National Sanitation Foundation
NTMA
National Terrazzo and Mosaic Association
NWMA
National Woodwork Manufacturers' Association
OECI
Overhead Electrical Crane Institute
OSHA
Occupational Safety and Health Administration (both Federal and
State)
PCA
Portland Cement Association
PCI
Pre-cast Concrete Institute
PDI
Plumbing Drainage Institute
PEI
Porcelain Enamel Institute
PS
Product Standards Section - U.S. Department of Commerce
RLM
RLM Standards Institute, Inc.
RMA
Rubber Manufacturers' Association
SAE
Society of Automotive Engineers
March 2022
City of Chandler
21-047
01090-5
Chandler Heights Road Utility Relocations
SDI
Steel Deck Institute
SDI
Steel Door Institute
SIGMA
Sealed Insulating Glass Manufacturing Association
SJI
Steel Joist Institute
SMACNA Sheet Metal and Air Conditioning Contractors National Association
SSPC
Steel Structures Painting Council
SWI
Steel Window Institute
TEMA
Tubular Exchanger Manufacturers' Association
TCA
Tile Council of America
TIMA
Thermal Insulation Manufacturers Association
TPI
Truss Plate Institute
UBC
Uniform Building Code
UFC
Uniform Fire Code
UL
Underwriters' Laboratories, Inc.
USDA
United States Department of Agriculture
USPS
United States Postal Service
VI
Vermiculite Institute
WCLA
West Coast Lumberman's Association
WCLB
West Coast Lumber Bureau
WCLIB
West Coast Lumber Inspection Bureau
WIA
Woodwork Institute of Arizona
WPOA
Western Plumbing Officials Association
WWPA
Western Wood Products Association
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
March 2022
City of Chandler
21-047
01143-1
Chandler Heights Road Utility Relocations
SECTION 01143
COORDINATION WITH OWNER'S OPERATIONS
PART 1 - GENERAL
1.1 DESCRIPTION
A. The intent of this Section is to provide CONTRACTOR a sequence to perform the
Work in such a manner that continuous, uninterrupted access to the businesses
and property owners is maintained operational throughout the construction period.
B. Except for the construction hours specified in this Section, CONTRACTOR'S
means and methods shall be implemented such that the traffic lanes shall remain
in continuous satisfactory operation during the entire construction period. Work
shall be so scheduled and conducted by CONTRACTOR such that it shall not
impede any hindrances to the public and businesses. In performing the Work
shown and specified, CONTRACTOR shall plan and schedule the Work to meet
both the constraints outlined in this Section and the latest City of Chandler Traffic
Barricade Design Technical Design Manual.
C. Work not specifically covered in Section 01010, Summary of Work, or in the
following paragraphs may, in general, subject to the operating requirements
outlined in this Section.
1.2 OVERTIME
A. All overtime work by CONTRACTOR necessary to conform to the requirements
of this Section shall be performed by CONTRACTOR at no additional cost to the
OWNER and shall be performed in accordance with the General Conditions.
CONTRACTOR shall make no claims for extra compensation as a result thereof.
B. PRODUCTS (NOT USED)
PART 2 - EXECUTION
2.1 COORDINATION DESCRIPTION
A. All traffic control plans shall be in accordance with the latest City of Chandler
Traffic Barricade Design Technical Manual and shall be approved by the City
Traffic Inspector prior to any construction.
B. Potable Piping Tie-In:
1.
The CONTRACTOR shall prepare a plan with scheduling, means and
methods, disinfection, and the proposed connections at each tie-in. The tie-in
March 2022
City of Chandler
21-047
01143-2
Chandler Heights Road Utility Relocations
plans shall be approved by the OWNER 30 days prior to starting the first
water lateral tie-in.
2.
Prior to any tie-in, CONTRACTOR shall coordinate with OWNER or
ENGINEER to schedule valve closure.
3.
Work may occur at night or during the weekend to ensure minimal disruption
to businesses.
C. Sewer Piping Tie-In:
1.
CONTRACTOR shall coordinate all sewer bypass pumping operations with
the City of Chandler per Section 02145, Diversion of Sewage Flow and
Dewatering. The CONTRACTOR shall notify the OWNER 72 hours prior to
bypassing the pipeline.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
01300-1
Chandler Heights Road Utility Relocations
SECTION 01300
SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR shall include a completed transmittal form for all submittals.
Transmittal forms will be furnished to CONTRACTOR by CONSTRUCTION
MANAGER. Submittals shall be sent to the CONSTRUCTION MANAGER.
1.2 SECTION INCLUDES
A. Shop Drawings.
B. Testing results.
C. Construction photographs.
D. Record Drawings.
1.3 SHOP DRAWINGS
A. The CONTRACTOR shall submit Shop Drawings for the equipment and materials
specified herein to CONSTRUCTION MANAGER.
B. CONSTRUCTION MANAGER shall return electronic Shop Drawings to
CONTRACTOR within three (3) weeks of receipt by CONSTRUCTION
MANAGER per General Conditions Section 4.7.3.10.
C. The CONTRACTOR may request submittals be reviewed up to two times for each
equipment or construction material item, regardless of manufacturer or supplier, by
the CONSTRUCTION MANAGER.
D. Each Shop Drawing submittal shall include an electronic copy of the relevant
Specification Section. Each and every paragraph of the Specification Section shall
be clearly marked to indicate whether the requirements for equipment and/or services
in the Specification Section are met. If clarifications are needed to any of the
paragraphs in the Specification Section, they shall be addressed next to the paragraph
or in an attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
March 2022
City of Chandler
21-047
01300-2
Chandler Heights Road Utility Relocations
CONTRACTOR shall furnish equipment and/or services as specified if an exception
and/or deviation is rejected.
E. The CONTRACTOR will be held responsible for any delay in progress of the Work
due to resubmittal of Shop Drawings. Time for completion of the Contract will not
be extended due to CONTRACTOR’s failure to promptly submit complete and
acceptable Shop Drawings, product data and samples.
F. Do not execute Work required by Shop Drawings until accepted Shop Drawings are
received from CONSTRUCTION MANAGER.
G. Before submitting Shop Drawings for review, CONTRACTOR shall check Shop
Drawings for accuracy, ascertain that all Work contiguous with and having bearing
on other Work shown on Shop Drawings is accurately drawn, and that Work shown
is in conformity with Contract requirements. The CONTRACTOR is responsible for
all submittals from subcontractors and suppliers.
H. All such Drawings and details, when submitted, must bear the stamp of approval of
CONTRACTOR, bearing checked data, as evidence that such Drawings and details
have been checked by the CONTRACTOR. Said "stamp" shall clearly state that the
CONTRACTOR has checked the Drawings by providing signature certification. Any
Drawings submitted without such executed stamp of approval, or whenever it is
evident (despite the stamp) that the Drawings have not been checked, they will be
returned to the CONTRACTOR for resubmission and will not be considered. In such
event, it will be deemed that CONTRACTOR has not complied with this provision
and the CONTRACTOR shall bear risk of all delays to the same extent as if no
Drawings or details had been submitted.
I.
The CONTRACTOR shall prepare composite Drawings and installation layouts,
when required to solve tight field conditions. Such Drawings shall consist of
dimensioned plans and elevations, and must give complete information particularly
as to size and location of sleeves, inserts, attachments, openings, conduits, ducts,
boxes, structural interferences, etc. These composite drawings and installation
layouts shall be coordinated in the field by the CONTRACTOR and his
subcontractors for proper relationship to the Work of other trades, based on field
conditions, and shall be checked and approved by them before submission to the
CONSTRUCTION MANAGER for his final review. The CONTRACTOR shall
have competent technical personnel readily available for such coordinating and
checking, as well as for supervision of field installation of Work as per the Drawings
and installation layouts, which have been previously determined by him to be correct
and carry the CONSTRUCTION MANAGER’s review stamp.
J.
Submission of Shop Drawings (in either original submission or when resubmitted
with corrections) constitute evidence that the CONTRACTOR has checked all
information thereon, and that he accepts and is willing to perform the Work as shown
in a workmanlike manner and in accordance with best standard practice.
March 2022
City of Chandler
21-047
01300-3
Chandler Heights Road Utility Relocations
K. Cost of any changes in construction due to improper checking and coordination by
the CONTRACTOR shall be paid for by the CONTRACTOR, and the
CONTRACTOR shall be responsible for all additional costs, including coordination.
L. Each Drawing or page must include all information as required by General Condition
Section 4.7.3.4.
M. The CONSTRUCTION MANAGER shall provide the CONTRACTOR with a form
to accompany the Shop Drawings.
N. If Shop Drawings show variations from Contract Documents because of standard
shop practice or other reasons, make specific mention of such variations in the
transmittal form.
O. Shop Drawings review will be general. It shall not relieve the CONTRACTOR of
responsibility for accuracy of such Shop Drawings, nor proper fitting, construction of
Work, furnishing of materials, or Work required by Contract Documents and not
indicated on Shop Drawings. Shop Drawings review shall not be construed as
approving departures from Contract Documents.
P. Review of Shop Drawings and schedules shall not relieve the CONTRACTOR from
responsibility for any violation indicated on such Drawings or schedules of local,
County, State, or Federal laws, rules, ordinances, or rules and regulations of
commissions, boards or other authorities or utilities having jurisdiction.
Q. When product data, consisting of manufacturer's printed literature, is required to be
submitted to CONSTRUCTION MANAGER, it shall be submitted in original form.
Any fading type of reproduction will not be accepted.
1.4 CONSTRUCTION PHOTOGRAPHS
A. Per City of Chandler Contract Requirements.
1.5 TESTING RESULTS
A. CONTRACTOR shall furnish to CONSTRUCTION MANAGER copies of all
testing results for all tests as required in the General Condition Section 4.7.
1.6 RECORD DRAWINGS
A. CONTRACTOR shall update Record Drawings as required by General Conditions
Section 4.8.
March 2022
City of Chandler
21-047
01300-4
Chandler Heights Road Utility Relocations
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++
March 2022
City of Chandler
21-047
01710-1
Chandler Heights Road Utility Relocations
SECTION 01710
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section outlines requirements for cleaning of the Project Work. This Section
is complementary to the General Conditions and nothing herein shall be
considered to waive any requirements of the General Conditions.
1.2 REQUIREMENTS OF REGULATORY AGENCIES
A. Safety and Insurance Standards: Maintain Project in accordance with the
following safety and insurance standards:
1.
State Industrial Commission of Arizona (OSHA).
B. Fire Protection: Store volatile waste in covered metal containers and remove
from premises daily.
C. Pollution Control: Conduct cleanup and disposal operations to comply with local
ordinances and anti-pollution laws. Burning or burying of rubbish and waste
material on the Project site is not permitted. Disposal of volatile fluid waste (such
as mineral spirits, oil, or paint thinner) in storm or sanitary sewer systems or into
streams or waterways is not permitted.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 DURING CONSTRUCTION
A. During the construction period, the material to be used in the Work shall be kept
in an orderly manner, neatly stacked or piled.
B. Clean up frequently (at least weekly) all refuse, rubbish, scrap materials, and
debris caused by operations, to the end that at all times the site of the Work shall
present a neat, orderly, and workmanlike appearance. Sprinkle dusty debris with
water.
C. Provide for the disposal of all waste products, trash, debris, etc., and make
necessary arrangement for legal disposal of same off the site. Never throw
March 2022
City of Chandler
21-047
01710-2
Chandler Heights Road Utility Relocations
rubbish from windows or other parts of building. Lower waste materials in a
controlled manner with as few handling as possible.
D. Remove all surplus material, false-work, temporary structures, including
foundations thereof, plant of any description and debris of every nature resulting
from operations and put the site in a neat, orderly condition.
E. Remove carpentry nails, pieces of rebar, pieces of cut metal, metal strapping, and
pieces of wood. Wire (bare or insulated), shall also be recovered from the ground
at the end of each day.
F. General contractor shall provide trash gondolas or containers for use by all trades.
3.2 FINAL CLEANING
A. Use experienced workmen or professional cleaners for final cleaning. Provide
adequate ventilation during use of volatile or noxious substances.
B. All existing improvements, inside or outside the property that are disturbed,
damaged, or destroyed by the Work under the Contract, shall be restored to the
condition in which they originally were, or to the satisfaction of the OWNER.
C. CONTRACTOR shall clean all sidewalks by power washing to remove tire trend
marks.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
02100-1
Chandler Heights Road Utility Relocations
SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.1 SUMMARY
A. Prepare the construction site for new construction.
1.2 SECTION INCLUDES
A. Protection of certain existing trees and vegetation.
B. Clearing and grubbing.
C. Removing below grade improvements (including stumps).
D. Installing and maintaining barricades and warning signs.
E. All other miscellaneous items of Work required to complete the site preparation.
1.3 PROJECT CONDITIONS
A. Traffic: Conduct site-clearing operations to ensure minimum interference with
roads, streets, walks, and other adjacent occupied or used facilities. Do not close
or obstruct streets, walks, or other occupied or used facilities without permission
from authorities having jurisdiction.
B. Protection of Existing Improvements: Provide protection as necessary to prevent
damage to existing improvements indicated to remain in place.
1.
Protect improvements on adjoining properties and OWNER'S property.
2.
Restore damaged improvements to their original or better condition, as
acceptable to OWNER.
C. Protection of Existing Trees and Vegetation:
1.
Existing vegetation in the field not scheduled for removal shall be
undisturbed by the CONTRACTOR. The CONTRACTOR shall NOT
remove from the site any plants unless specifically approved by the
CONSTRUCTION MANAGER.
2.
Protect existing trees and vegetation indicated to remain against unnecessary
cutting, breaking or skinning of roots, skinning or bruising of bark,
smothering of trees by stockpiling construction materials or excavated
materials within drip line, excess foot or vehicular traffic or parking of
vehicles within the drip line. Prior to initiating site clearing activities, the
March 2022
City of Chandler
21-047
02100-2
Chandler Heights Road Utility Relocations
CONTRACTOR shall mark the limits of the disturbance areas either by
placing lime, flags, or survey stakes at the limits shown on the Plans.
3.
Do not destroy vegetation which may be naturally located in the periphery of
proposed disturbed areas (within a zone ± 5 feet from the limits of
construction). The CONSTRUCTION MANAGER shall be notified if
existing plants are located within the fringes of the construction limits. The
CONSTRUCTION MANAGER shall issue instructions at that time.
4.
Adjustments may be made in the limits of construction to protect the affected
plants based on a field review of the staked limits. The adjusted construction
limits shall be considered the permanent construction limits for the duration
of the Project. If the CONSTRUCTION MANAGER recommends that
construction
limits
be
adjusted
to
preserve
existing
plants,
the
CONTRACTOR, at his own option, may elect to clear the subject vegetation
and revegetate with like-kind size and species as required herein and by
Landscape Drawings at no additional cost to the OWNER. The
CONTRACTOR shall be entirely responsible for removal, storage, and
replanting of such vegetation in accordance with City’s Landscape Design of
Right-of-Way, medians, and retention basin Technical Design Manual no. 8.
5.
During the course of the Work the CONTRACTOR shall:
a.
Water trees, shrubs, and other vegetation to remain within limits of
Contract Work as required to maintain their health during the course of
construction operations at no additional cost to the OWNER.
b.
Provide protection for roots over 1-1/2-inches in diameter that are cut
during construction operations. Temporarily cover exposed roots with
wet burlap to prevent the roots from drying out; cover with earth as soon
as possible.
c.
Repair or replace trees and vegetation indicated to remain that are
damaged by construction operations in a manner acceptable to the
CONSTRUCTION MANAGER.
d.
Trees to be protected in place shall not be pruned unless limbs are
damaged, or at the direction of the CONSTRUCTION MANAGER.
Employ a licensed arborist to repair damaged trees and shrubs. Replace
trees that cannot be repaired and restored to full growth status, as
determined by the arborist.
e.
Trees may be pruned for routing maintenance during construction with
CONSTRUCTION MANAGER’S approval at no additional cost to the
OWNER.
D. Provide a temporary construction fence/barrier to protect trees and vegetation at
the limits reviewed and approved by the CONSTRUCTION MANAGER. The
barrier shall be installed and remain in place for the duration of the Project or as
directed by the CONSTRUCTION MANAGER.
PART 2 - PRODUCTS
March 2022
City of Chandler
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02100-3
Chandler Heights Road Utility Relocations
2.1 MATERIALS
A. Fencing: Any fencing removed as obstructions shall be restored to match existing
with property OWNER’s approval/acceptance.
B. Barricades, warning signs, and related equipment shall be placed as required.
C. Tree Protection Fence/Barrier: Shall be a commercially available product
acceptable to the CONSTRUCTION MANAGER for its intended purpose. The
barrier shall be similar to a nylon woven material or woven wire fence such as
TENAX Nordic Snow Fence, or approved equal, with approved stakes
approximately 36-inches in height. Submit material sample and Shop Drawings
for barrier installation to the CONSTRUCTION MANAGER for approval prior to
use.
PART 3 - EXECUTION
3.1 PREPARATION
A. Site Clearing
1.
General: Remove trees, shrubs, grass and other vegetation, improvements or
obstructions, as required, to permit installation of new construction. Remove
similar items elsewhere on site or premises as specifically indicated.
Removal includes digging out and off-site disposal of stumps and roots.
a.
Cut minor roots and branches of trees indicated to remain in a clean and
careful manner where such roots and branches obstruct installation of
new construction.
2.
Clearing and Grubbing: Within the limits of Work, clear site of trees, shrubs
and other material, except for those indicated to be left standing.
a.
Completely remove stumps, roots, and other debris protruding through
the ground surface. Stump removal and backfilling of holes is required
for trees indicated on the Plans to be removed.
b.
Use only hand methods for grubbing inside drip line of trees indicated to
remain.
c.
Fill depressions caused by clearing and grubbing operations with
satisfactory soil material, unless further excavation or earthwork is
indicated.
d.
Place fill material in horizontal layers not exceeding 6-inches loose
depth, and thoroughly compact each layer to a density equal to adjacent
original ground.
3.
Disposal of Waste Material:
a.
Burning on OWNER'S Property: Burning is not permitted on
OWNER'S property.
b.
Removal from OWNER'S Property: Remove waste materials from
OWNER'S property at no additional cost to the Project.
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City of Chandler
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02100-4
Chandler Heights Road Utility Relocations
4.
All miscellaneous items not specifically mentioned or designated on the
Drawings as removal items, but required for the completion of the Work,
shall be removed. All such items removed shall be hauled from the site.
B. Barricades and Warning Signs:
1.
Construction sites shall be properly barricaded with appropriate warning
signs affixed to prevent unauthorized access to the construction site.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
02145-1
Chandler Heights Road Utility Relocations
SECTION 02145
DIVERSION OF SEWAGE FLOW AND DEWATERING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
This Section provides minimum requirements for temporary bypass pump
station and dewatering of sewers as required to completing work and prior to
acceptance.
B. Requirements:
1.
CONTRACTOR shall provide all labor, materials, equipment, and
supervision to temporarily bypass pump sewage flow around the
CONTRACTOR'S Work and to dewater the pipeline for removal. The bypass
strategy shall maintain flow to prevent wastewater backup into the City’s
sewage collection system or discharge to the environment.
2.
The actual design of the bypass arrangement shall be prepared by the
CONTRACTOR,
and
shall
be
submitted
to
the
OWNER
and
CONSTRUCTION MANAGER for review. Means and methods of
accomplishing
the
bypassing
shall
be
the
responsibility
of
the
CONTRACTOR.
3.
The CONTRACTOR shall have the entire bypassing system in place and
tested before bypassing any sewage.
4.
The CONTRACTOR shall notify the OWNER 72 hours prior to bypassing
the pipeline. The wastewater levels shall be continuously monitored by the
CONTRACTOR.
5.
CONTRACTOR is responsible for immediate and proper cleanup should any
spill occur, regardless of amount.
6.
CONTRACTOR shall connect bypass piping to the existing collection
system and utilize temporary pumps and control equipment.
7.
CONTRACTOR shall utilize a pumping system with 100% back-up
capability. In the event a pump shall fail, an alternate equally sized pump
shall be ready to be utilized immediately. This requires the alternate pump(s)
to be connected to the forcemain system.
8.
CONTRACTOR shall have enough pipe material and fittings on site to
provide redundancy to the forcemain system for use should the primary
forcemain fail during operation. Forcemain shall be fusible HDPE. The
forcemain shall be sized with a velocity of less than 5 feet per second.
9.
CONTRACTOR shall coordinate operation of temporary bypass pump
station with authorized City of Chandler personnel. CONTRACTOR shall
not operate any equipment in or about temporary bypass pump station
March 2022
City of Chandler
21-047
02145-2
Chandler Heights Road Utility Relocations
without
prior
written
consent
from
OWNER
and
copied
to
CONSTRUCTION MANAGER.
10. Bypass pump operation shall include a lighting system at the bypass pump
operation and the forcemain discharge. The lighting system shall be gas
operated.
11. CONTRACTOR shall provide qualified personnel, at a minimum two (2),
on-site 24 hours per day to maintain the bypass pumps and pipeline.
12. CONTRACTOR shall continuously monitor hydrogen sulfide concentrations
at the suction side of the bypass pump operation and the forcemain discharge.
CONTRACTOR shall provide temporary covering at each location to
minimize hydrogen sulfide releases. This may include providing and
installing a temporary odor control system as determined by the OWNER.
13. CONTRACTOR shall provide, install, and maintain safety signs as
determined by the OWNER. CONTRACTOR shall plan for at least 20 signs
measuring 14-inches by 10-inches. Signs shall be installed prior to testing the
bypass pumping system.
C. Experience:
1.
CONTRACTOR shall utilize staff and/or a subcontractor that has been
directly responsible for the bypass pumping of sewage flows during the
completion of a similar pipeline project.
1.2 SUBMITTALS
A. Provide a detailed plan for the bypass pump operation. The plan shall include the
following items:
1.
Detailed layout of the temporary pumping system. Include layouts of the
pump station and forcemain. The layout shall include all redundant pumps
and forcemains.
2.
Pump suction piping size and layout.
3.
Pump equipment data sheets. Data sheets shall include a system head curve
along with a pump curve to verify its operating point. The system head curve
calculations shall be developed by the CONTRACTOR and be included
within the submittal for review.
4.
Forcemain diameter and material data sheets.
5.
Forcemain sizing calculations.
6.
Detailed list of personnel to be utilized for the bypass pump operation. The
list shall also include the local supplier of the by-pass pumps and forcemains.
7.
Detailed list of additional parts and equipment to be placed at the site should
the system not operate as intended.
8.
Additional temporary measures that are planned to be supplied to ensure safe
and reliable bypass pump operation.
9.
Detailed list of items and methods utilized to repair or replace items damaged
or modified due to the by-pass pump operation.
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City of Chandler
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02145-3
Chandler Heights Road Utility Relocations
B. The plan shall include a detailed daily schedule and a list of daily activities that
will be completed before, during, and after the bypass operation. Include all
personnel that are planned to work on the pipeline and the bypass pump operation.
C. Provide an emergency contact list for all of the personnel to be at the site. Include
all of the OWNER’s and CONSTRUCTION MANAGER’s personnel. Once the
emergency contact list is finalized, three (3) copies shall be printed, laminated,
and placed at locations along the bypass pump operation as determined by the
OWNER.
PART 2 - PRODUCTS
2.1 MATERIALS
A. CONTRACTOR shall provide temporary piping, fittings, conduits, and all other
equipment to bypass sewer flow around the CONTRACTOR'S Work as required.
CONTRACTOR shall furnish all necessary labor supervision to set up and
operate the pumping system. Equipment shall be equipped with sound attenuation
devices to keep noise level within limits specified in the City of Chandler Codes
or stated in the Contract Documents. Bypass shall be of adequate capacity and
size to handle the required flows.
B. Bypass piping shall be polyethylene pipe with Standard PE Code Designation
PE3408 as defined in AWWA C906, have a minimum Cell Classification of PE
334434C as defined in ASTM D3350, and designed using Hydrostatic Design
Basis of 1,600 psi as specified in ASTM D2837. The physical properties of the
polyethylene pipe shall have minimum test values as specified in ASTM D3350.
Properties shall be substantiated with test data.
C. The polyethylene shall be designed by CONTRACTOR in accordance with the
procedures of AWWA Design Manual M55, applicable MAG standards and these
Specifications. All material properties used in design calculations shall be long-
term (time-corrected) values. CONTRACTOR shall be familiarized with site
conditions when preparing the pipe design.
D. CONTRACTOR shall calculate the required minimum wall thickness using the
following parameters:
1.
Modulus of Soil Reaction: E's = 500 psi (fully deteriorated).
2.
Unit Weight of Soil: w = 140 pcf.
3.
Vacuum Pressure: PV = 14.7 psi.
4.
Ground Water Depth Above Invert: h = 4 feet.
5.
Live Loads: AASHTO H-20.
6.
Safety Factor: N = 2.0.
7.
Internal Operating Temperature (Design): Tn = 24° C to 33° C.
8.
Minimum Depth of Cover: d = 2 feet.
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City of Chandler
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02145-4
Chandler Heights Road Utility Relocations
9.
Maximum Depth of Cover: d =10 feet.
10. Poisson's Ratio for Long Term Loading: m = 0.45.
11. Bedding Constant: K = 0.1.
12. Time Lag Factor: TL = 1.5.
13. Long Term Apparent Modulus of Elasticity: E = 23,000 psi.
14. Working Pressure: P = 110 psi.
15. Test Pressure: P = 150 psi.
16. Ovality Compensation Factor: f0 = 0.5.
17. Recurrent Surge Velocity: DVRS = 2.9 ft./sec.
18. Occasional Surge Velocity: DVOS = 6.2 ft./sec.
19. Bulk Modulus of Water: K = 300,000 psi.
20. Effective Modulus of Pipe Material: Ed = 150,000 psi.
21. Design Factor for use in AWWA M55 eq 4-1: DF = 0.5.
22. Allowable Deflection: As described in AWWA M55, Table 5-11.
E. CONTRACTOR shall maintain on-site sufficient equipment and materials to
ensure continuous and successful operation of the bypass and dewatering systems.
The CONTRACTOR shall maintain on-site a sufficient number of valves, tees,
elbows, connections, tools, sewer plugs, piping, and other parts or system
hardware to ensure immediate repair or modification of any part of the system as
necessary.
F. All equipment shall be placed on a new plastic tarp, adequately sized, and bermed
to protect against gasoline, oil, and hydraulic fluid spills.
PART 3 - EXECUTION
3.1 PROTECTION
A. In areas where flows are bypassed, all bypass flow shall be discharged to a
downstream sanitary sewer manhole following a bypass plan approved by the
OWNER and CONSTRUCTION MANAGER. No bypassing to ground surface
receiving waters, canals, storm drains, or bypassing which results in groundwater
contamination or potential health hazards shall be permitted in accordance with
the General Conditions.
3.2 DAMAGES
A. The CONTRACTOR shall repair, without cost to OWNER, any damage that may
result from his negligence, inadequate or improper mechanical or electrical
failures.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
11295-1
Chandler Heights Road Utility Relocations
SECTION 11295
HYDRAULIC VALVES
PART 1 - GENERAL
1.1 SUMMARY
A. Furnish and install all valves and valve accessories for water as indicated on the
Plans and as specified herein, including all appurtenances required for a complete
and operational installation.
1.2 RELATED SECTIONS
A. Section 01300, Submittals.
1.3 REFERENCES
A. ANSI/AWWA C500 - Gate Valves.
B. ANSI/AWWA C509 - Resilient-Seated Gate Valves.
C. ANSI B16.1.
D. ANSI B46.1.
E. ASTM A126.
F. ASTM A269.
G. ASTM A48.
H. ASTM A536.
I.
ASTM A582.
J.
ASTM B271.
K. ASTM D429.
L. ASTM D1784.
M. ASTM D2000.
N. ASTM F439.
O. All other applicable ASTM and ANSI Standards.
March 2022
City of Chandler
21-047
11295-2
Chandler Heights Road Utility Relocations
1.4 SUBMITTALS
A. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 2 - PRODUCTS
2.1 GENERAL
A. All buried valves shall be provided with a valve box and cover.
2.2 VALVES
A. Gate Valves, Insertion Valves, Combination Air Release Valves:
1.
All Water Valves shall be in accordance with City of Chandler Supplement to
MAG Standard Specification Sections 610 and 630 and as listed in the latest
City of Chandler Approved Product List.
2.
All buried valve box installation shall be per City of Chandler Standard Detail
C-307.
2.3 SHOP PAINTING
A. The manufacturer shall paint all valves, floor boxes, and valve boxes as follows:
1.
Clean and remove oil, grease, dirt, loose mill scale, and other foreign
substances from un-galvanized ferrous-metal surfaces.
2.
Solvent scrub with stiff bristle brush followed by brush-off abrasive blast
cleaning to a minimum surface profile depth of 1.5 mils.
3.
Valves, floor boxes, and valve boxes to be installed in exterior or buried
conditions shall have prime coat Series 69-1255 (beige) H.B. Epoxoline II; one
coat, 3-5 mils dry film thickness (DFT).
4.
Valves and floor boxes to be installed in interior exposure conditions shall have
prime coat Series 135 Chembuild; one coat, 3-5 mils DFT.
March 2022
City of Chandler
21-047
11295-3
Chandler Heights Road Utility Relocations
PART 3 - EXECUTION
3.1 INSTALLATION
A. Valves of the various types and pattern shall be installed at the respective locations
as shown on the Drawings and specified herein. All appurtenances required for
operation and control of the valves shall be included. Joints and connections shall
be made in accordance with applicable requirements for pipeline or pipe joints.
Valve stems shall be plumb and vertical unless otherwise specifically shown. Each
valve shall be adjusted for smooth and easy operation and shall be watertight when
placed in operation under maximum working pressure.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
15050-1
Chandler Heights Road Utility Relocations
SECTION 15050
PIPING SYSTEMS
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope: This Section specifies systems of process piping and general requirements
for piping systems. Detailed Specifications for the components listed on the Piping
System Specification Sheets are found in other Sections of Division 15,
Mechanical. This Section shall be used in conjunction with those Sections.
B. Related Sections:
1.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. This Section contains references to the following documents. They are a part of
this Section as specified and modified. In case of conflict between the requirements
of this Section and those of the listed documents, the requirements of this Section
shall prevail.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
AASHTO M36/M36M - Metallic (Zinc or Aluminum) Coated Corrugated
Steel Culverts and Underdrains.
2.
ANSI A13.1 - Scheme for the Identification of Piping Systems.
3.
ANSI B1.20.1 - Pipe Threads, General Purpose (Inch).
4.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
5.
ANSI B16.3 - Malleable Iron Threaded Fittings Class 150 and 300.
6.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
7.
ANSI B16. - Factory Made Wrought Steel Buttwelding Fittings.
8.
ANSI B16.11 - Forged Steel Fittings, Socket Welding and Threaded.
9.
ANSI B16.12 - Cast Iron Threaded Drainage Fittings.
10. ANSI B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
March 2022
City of Chandler
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15050-2
Chandler Heights Road Utility Relocations
11. ANSI B16.26 - Cast Copper Alloy Fittings for Flared Copper Tubes.
12. ANSI B31.1 - Power Piping.
13. ANSI B31.3 - Chemical Plant and Petroleum Refinery Piping.
14. ASME Section IX - Boiler and Pressure Vessel Code; Welding and Brazing
Qualifications.
15. ASTM A47 - Malleable Iron Castings.
16. ASTM A74 - Cast Iron Soil Pipe and Fittings.
17. ASTM A105/A105M - Forgings, Carbon Steel, for Piping Components.
18. ASTM A106 - Seamless Carbon Steel Pipe for High Temperature Service.
19. ASTM A126 - Standard Specification for Gray Iron Castings for Valves,
Flanges, and Pipe Fittings.
20. ASTM A197 - Cupola Malleable Iron.
21. ASTM A234/A234M - Pipe Fittings of Wrought Carbon Steel and Alloy Steel
for Moderate and Elevated Temperatures.
22. ASTM A312/A312M - Seamless and Welded Austenitic Stainless Steel Pipe.
23. ASTM A403/A403M - Wrought Austenitic Stainless Steel Piping Fittings.
24. ASTM A536 - Ductile Iron Castings.
25. ASTM A570/A570M - Hot Rolled Carbon Steel Sheet and Strip, Structural
Quality.
26. ASTM B88 - Seamless Copper Water Tube.
27. ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
28. ASTM C443-REV A - Standard Specification for Joints for Circular Concrete
Sewer and Culvert Pipe, Using Rubber Gaskets.
29. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
30. ASTM D1248 - Polyethylene Plastics Molding and Extrusion Materials.
31. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
32. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80,
and 120.
33. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR).
34. ASTM D2513 - Thermoplastic Gas Pressure Pipe, Tubing, and Fittings.
35. ASTM D2665 - Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent
Pipe and Fittings.
36. ASTM D2996 - Filament Wound Reinforced Thermosetting Resin Pipe.
37. ASTM D3034 - Standard Specification for Type PSM Poly (Vinyl Chloride)
(PVC) Sewer Pipe and Fittings.
38. ASTM D3261 - Butt Fusion Polyethylene (PE) Plastic Fittings for
Polyethylene (PE) Plastic Pipe and Tubing.
39. ASTM D4174 - Cleaning, Flushing, and Purification of Petroleum Fluid
Hydraulic Systems.
40. ASTM D4101 - Propylene Plastic Injection and Extrusion Materials.
41. ASTM F441 - Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe,
Schedules 40 and 80.
42. AWWA C105 - Polyethylene Encasement for Ductile-Iron Piping for Water
and Other Liquids.
March 2022
City of Chandler
21-047
15050-3
Chandler Heights Road Utility Relocations
43. AWWA C110 - Ductile Iron and Gray Iron Fittings, 3" Through 48", for Water
and Other Liquids.
44. AWWA C111 - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure
Pipe and Fittings.
45. AWWA C115 - Flanged Ductile Iron and Gray Iron Pipe with Threaded
Flanges.
46. AWWA C151 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand-
Lined Molds, for Water or Other Liquids.
47. AWWA C200 - Steel Water Pipe 6" and Larger.
48. AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe - 4" and Larger - Shop Applied.
49. AWWA C206 - Field Welding of Steel Water Pipe.
50. AWWA C207 - Steel Pipe Flanges for Waterworks Services - Sizes 4"
Through 144".
51. AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
52. AWWA C209 - Cold Applied Tape Coating for Special Sections, Connections,
and Fittings for Steel Water Pipelines.
53. AWWA C210 - Liquid Epoxy Coating Systems for the Interior and Exterior
of Steel Water Pipe.
54. AWWA C214 - Tape Coating Systems for the Exterior of Steel Water
Pipelines.
55. AWWA 301 - Pre-stressed Concrete Pressure Pipe, Steel Cylinder Type, for
Water and Other Liquids.
56. AWWA C303 - Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pre-
tensioned, for Water and Other Liquids.
57. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
58. AWWA C651 - Disinfecting Water Mains.
59. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4" Through 12", for
Water.
60. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
61. CISPI 301 - Specification Data for Hubless Cast Iron Sanitary System with
No-Hub Pipe and Fittings.
62. FEDSPEC L-C-530B(1) - Coating, Pipe, Thermoplastic Resin, or
Thermosetting Epoxy.
63. MIL-H-13528B - Hydrochloric Acid, Inhibited, Rust Removing.
64. MIL-STD-810C - Environmental Test Methods.
65. SAE J1227 - Assessing Cleanliness of Hydraulic Fluid Power Components and
Systems.
66. UPC - Uniform Plumbing Code.
C. Fittings and Coupling Compatibility:
1.
To assure uniformity and compatibility of piping components, fittings and
couplings for grooved end piping systems shall be furnished by the same
manufacturers.
March 2022
City of Chandler
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15050-4
Chandler Heights Road Utility Relocations
D. All Pipes, fittings, valves, fire hydrants, and other appurtenances shall conform to
current AAWA, ASTM, and NSF standards.
E. All material that comes in contact with water shall conform to ANSI/NSF Standard
61.
PART 2 - PRODUCTS
2.1 PIPING MATERIALS
A. Unless otherwise specified, piping materials including pipe, gaskets, fittings,
connection and joint assemblies, linings, and coatings shall be selected from those
listed on the Piping System Specification Sheets.
B. Piping materials shall conform to detailed specifications for each type of pipe and
piping appurtenance specified in other Sections of Division 15, Mechanical.
C. All piping shall be compatible with the fluid to which it is exposed.
D. All piping and valves to be used for the air release valve connections shall be copper
or brass material.
E. All piping which comes in contact with potable water shall have ASNI/NSF 61
certification.
2.2 VALVES
A. Valves of the same size and service shall be provided by a single valve
manufacturer. Packing shall be non-asbestos material. Actual length of valves
shall be within 1/16-inch () of the manufacturer's specified length. Flanges shall
meet the requirement of ANSI B16.5. Push-on and mechanical joints shall meet
the requirements of AWWA C111.
B. All Valves shall be manufactured as listed in the latest City of Chandler Approved
Product List. No other manufacturer shall be acceptable.
2.3 SUBMITTALS
A. All additional submittal information shall be included with this submittal
information as noted in the Division 15, Mechanical, Pipe Material Specifications.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
March 2022
City of Chandler
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15050-5
Chandler Heights Road Utility Relocations
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Location:
1.
Piping shall be provided as specified, except for adjustments, to avoid
architectural and structural features.
B. Piping Sizes:
1.
Where the size of piping is not specified, the CONTRACTOR shall provide
piping of the sizes required by UPC. Unless specified otherwise, small piping
(less than 1-inch in diameter) required for services not described by UPC shall
be 1/2-inch.
3.2 TESTING
A. General:
1.
Upon completion of piping, but prior to application of insulation on exposed
piping, the CONTRACTOR shall test the piping systems in accordance with
the appropriate MAG and City of Chandler Specifications. Pressures, media,
and test durations shall be as specified in the PIPESPEC. Equipment which
may be damaged by the specified test conditions shall be isolated. Testing
shall be performed using calibrated test gages and calibrated volumetric
measuring equipment to determine leakage rates. Each test gage shall be
selected so that the specified test pressure falls within the upper half of the
gage's range. Unless otherwise specified, the CONTRACTOR shall notify the
CONSTRUCTION MANAGER 24 hours prior to each test.
2.
Unless otherwise specified, testing, as specified herein, shall include existing
piping systems that connect with new pipe systems. Existing pipe shall be
tested to the nearest existing valve. Any piping that fails the test shall be
repaired. Repair of existing piping will be considered and paid for as extra
Work.
3.
All blow off assemblies shall be removed after successful testing of the new
pipes as specified in the Drawings.
B. Liquid Systems:
1.
Pressure and leakage testing for water systems shall be in accordance with
MAG Section 610. Unless otherwise specified, leakage from other buried
liquid piping systems shall be less than 0.02 gallons per hour per inch diameter
per 100 feet of buried piping.
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2.
Potable Water Systems Additional Requirements:
a.
The CONTRACTOR shall provide all vents, piping, plugs, bulkheads,
valves, bracing, blocking, pump, including measuring device and all other
equipment necessary for making the tests, except pressure gages.
b.
The pipe shall be tested between each valve or between a valve and the
closed end of the pipe.
c.
Pipe test section shall be limited to 1/2 linear mile, or less, unless
otherwise approved in writing by the Engineer. Testing cannot be done
against an existing valve. The new pipeline must be separated from any
potable system in such a way to prevent any potential for cross-
contamination between the existing potable water system and the new
pipeline.
d.
The test shall be made after the backfilling is completed or compacted,
regardless of the compaction method.
e.
All connections, blow-offs, hydrants and valves shall be tested with the
main, where practical.
f.
The test section shall be slowly filled with potable water and all air shall
be vented from the line. The rate of filling shall be as approved by the
ENGINEER, with at least 24-hour notice required before filling is
scheduled.
C. Drains:
1.
Drain systems, other than pumped drain systems, shall be tested in accordance
with UPC.
3.3 CLEANING AND FLUSHING
A. General:
1.
Piping systems shall be cleaned following completion of testing and prior to
connection to operating, control, regulating, or instrumentation equipment.
2.
The CONTRACTOR may, at his option, clean and test sections of buried
piping systems. Use of this procedure, however, will not waive the
requirement for a full pressure test of the completed system.
3.
Unless specified otherwise, piping 24-inches in diameter and smaller shall first
be cleaned by pulling a tightly fitting cleaning ball or swab through the system.
4.
Piping larger than 24-inches in diameter may be cleaned manually or with a
cleaning ball or swab.
B. Liquid Systems:
1.
After completion of cleaning, liquid systems, unless otherwise specified, shall
be flushed with clean water.
C. Water Systems:
1.
For non-potable water systems, final flushing and microbiological testing, as
specified in MAG Section 611.15, is not required.
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3.4 PIPING SPECIFICATION SHEETS (PIPESPEC)
A. Piping and valves for groupings of similar plant processes or types of service lines
are specified on individual piping specification sheets (PIPESPECS). Piping
services are grouped according to the chemical and physical properties of the fluid
conveyed and/or by the temperature or pressure requirements. Piping services
specified in the PIPESPECS and on the Drawings are alphabetically arranged by
designated service symbols.
TABLE A - PIPING SERVICES
Symbol
Service
Fluid Category
Pipe Marker
Background Color
W
Potable Water
Liquid
Blue
SS
Sanitary Sewer
Liquid
Green
(The remainder of this page has been intentionally left blank)
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PIPING SYMBOL/SERVICE
SS / SANITARY SEWER
Refer to section 15067, Vitrified Clay Pipe.
PIPING SYMBOL/SERVICE
POT / POTABLE WATER
Medium:
Water.
Pressure:
As shown on buried and exposed
piping schedules. All requirements
of COC.
Duration:
2 hours.
Gasket Requirements:
Flange:
Red Rubber Gasket Material (SBR)
conforming to ASTM D1330.
Push-on/Mech. Cpl:
Nitrile, Neoprene, or EPDM. Areas
within 35 foot SRP easement shall
be fitted with Fluoroelastomer
Fluorel Viton suitable for water
service of up to 212oF.
Buried and Encased Pipes:
(See Drawings for pipe sizes and materials.)
2” and Smaller
Copper Tube; ASTM B88, Type K, drawn.
Ref. Spec. Section 15064, Copper Pipe.
Copper Conn; Solder type with
threaded adapters.
Copper Ftgs; Wrought copper
or bronze, ANSI
B16.22.
Copper Interior Lining; None.
Copper Exterior Coating; None.
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4” and Larger
Ductile Iron; AWWA C151
with cement mortar lining. Ref.
Spec. Section 15061
Ductile Iron Conn; Restrained
push-on rubber gasket
joint. Flanged adapters
for valves and ends.
Ductile Iron Ftgs; Ductile iron
per Spec. Section
15061.
Ductile Iron Exterior Coating;
Bituminous Coated,
Polyethylene Wrap
Remarks:
1. Potable water lines shall be disinfected in
accordance with AWWA C651-92.
2. All piping, fittings, valves, and any other
material that comes in contact with
drinking water shall comply with
NSF Standards 60 and 61.
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PIPING SCHEDULE TABLES
1. Potable water lines shall be disinfected in accordance with AWWA C651-92.
2. All piping, fittings, valves, and any other material that comes in contact with drinking water shall comply with NSF Standards 60
and 61.
BURIED PIPE
SERVICE
DESCRIPTION
PIPE
SYMBOL
PIPE
MATERIAL SPECIFICATION CLASS/
TYPE
INTERIOR
LINING
EXTERIOR
COATING JOINT TYPE
TEST
PRESSURE
POTABLE WATER 4-
INCHES AND LARGER
W
DIP
15061
350
CM
BC/PE
MJ
PER 15051
POTABLE WATER 3-
INCHES AND SMALLER
W
COP
15064
K
NONE
P
BZ
PER 15051
SANITARY SEWER
SS
VCP
15067
Extra
Strength
N/A
N/A
CJ
PER 15051
++ END OF SECTION ++
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SECTION 15051
BURIED PIPING INSTALLATION
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to install and test all buried piping, fittings,
and specials. The Work includes, but is not limited to, the following:
a.
All types and sizes of buried piping, except those specified under other
Sections.
b.
Supports, restraints, and thrust blocks.
c.
Pipe encasements.
d.
Work on or affecting existing piping.
e.
Testing.
f.
Cleaning.
g.
Installation of all jointing and gasketing materials, specials, flexible
couplings, mechanical couplings, harnessed and flanged adapters,
sleeves, tie rods, and all other Work required to completing the buried
piping installation.
h.
Incorporation of valves, meters and special items shown or specified into
the piping systems as required and as specified in the appropriate Division
15, Mechanical Sections.
i.
Unless otherwise specifically shown, specified, or included under other
Sections, all buried piping work required begins at the outside face of
structures or structure foundations and extending away from structure.
B. Coordination:
1.
Review installation procedures under other Sections and coordinate with the
Work that is related to this Section.
2.
Section 15051, Buried Pipe Installation, specifies the installation of all buried
piping materials specified in Sections of Division 15, Mechanical. Coordinate
with these Sections.
C. Related Work Specified Elsewhere:
1.
Section 11295, Hydraulic Valves.
2.
Section 15050, Piping Systems.
3.
Section 15061, Ductile Iron Pipe.
4.
Section 15064, Copper Pipe.
5.
Section 15067, VCP Pipe.
6.
Section 15020, Piping Specialties and Accessories.
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1.2 QUALITY ASSURANCE
A. CONTRACTOR shall conform to all applicable requirements of Parts 600 and 700
of the Uniform Standard Specifications for Public Work Construction by the
Maricopa Association of Governments (MAG). If there is a conflict between MAG
Standard Specifications and these Specifications, the provisions of these
Specifications shall govern.
B. Requirements of Regulatory Agencies:
1.
Comply with requirements of UL, FM, and other jurisdictional authorities,
where applicable.
2.
Refer to the General and Supplementary Conditions regarding permit
requirements for this Work.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, except as otherwise shown or specified.
1.
ASTM D2321 - Practice for Underground Installation of Flexible Thermoplas-
tic Pipe.
2.
ASTM D2774 - Practice for Underground Installation of Thermoplastic
Pressure Piping.
3.
AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water
and Other Liquids.
4.
AWWA C111 - Rubber Gasket Joints for Ductile Iron Pressure Pipe and
Fittings.
5.
AWWA C200 - Steel Water Pipe.
6.
AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe.
7.
AWWA C206 - Field Welding of Steel Water Pipe.
8.
AWWA C207 - Steel Pipe Flanges for Waterworks Service.
9.
AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
10. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
11. AWWA C606 - Grooved and Shouldered Joints.
12. AWWA C651 - Disinfecting Water Mains.
13. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
14. AWWA M23 - PVC - Design and Installation.
15. AWWA M41 - Ductile Iron Pipe and Fittings.
16. ASCE MOP No. 37 - Design and Construction of Sanitary and Storm Sewers
17. Concrete Pipe Handbook - American Concrete Pipe Association.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
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Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the site to ensure uninterrupted progress of the Work.
B. Handle all pipe, fittings, specials, and accessories carefully with approved handling
devices. Do not drop or roll material off trucks. Do not otherwise drop, roll, or
skid piping.
C. Store pipes and fittings on heavy wood blocking or platforms so they are not in
contact with the ground.
D. Unload pipe, fittings, and specials opposite to or as close to the place where they
are to be installed as is practical to avoid unnecessary handling. Keep pipe interiors
completely free from dirt and foreign matter.
E. Inspect delivered pipe for cracked, gouged, chipped, dented, or other damaged
material and immediately remove defective pipe from site.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Required pipe materials are listed in the Piping Schedule. Refer to applicable
Sections for Material Specifications.
B. General:
1.
Marking Piping:
a.
Clearly mark each piece of pipe or fitting with a designation conforming
to those shown on the laying schedule and/or Shop Drawings.
b.
Cast or paint material, type, and pressure designation on each piece of
pipe or fitting 4-inches in diameter and larger.
c.
Pipe and fittings smaller than 4-inches in diameter shall be clearly marked
by manufacturer as to material, type, and rating.
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PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Installation of all pipe, fittings, valves, specials, and appurtenances shall be
subject to the review and/or approval of the CONSTRUCTION MANAGER.
2.
Install piping as shown, specified, and as recommended by the manufacturer
and in conformance with referenced standards, and approved Shop Drawings.
3.
Request instructions from CONSTRUCTION MANAGER before proceeding
if there is a conflict between the manufacturer's recommendations and the
Contract Documents.
4.
All piping shall be inspected by the CONSTRUCTION MANAGER prior to
installation. CONSTRUCTION MANAGER’S inspection will not relieve
CONTRACTOR or manufacturer from responsibility for damaged products.
5.
All piping shall be carefully examined for cracks, damage, or other defects
before installation. Any piping that is defective, including but not limited to,
cracked, damaged, in poor condition, or with damaged linings or improper
markings shall be rejected unless the product can be repaired in a manner
acceptable to the manufacturer and CONSTRUCTION MANAGER. Any
piping found to be broken or defective after it has been installed shall be
removed, replaced, or repaired at the CONTRACTOR'S expense.
6.
Minimum earth cover over the piping shall be as shown on the Drawings,
specified or directed by the CONSTRUCTION MANAGER, but in no case
shall the earth cover be less than 4 feet for all piping larger than 6-inches in
diameter.
7.
Present all conflicts between piping systems and equipment, structures or
facilities to CONSTRUCTION MANAGER for determination of corrective
measures before proceeding.
8.
Take field measurements, where required, prior to installation to ensure proper
fitting of Work. The CONTRACTOR shall uncover the existing pipelines
sufficiently in advance of the proposed Work in order that the type and location
of the existing pipes and joints and other information required to fabricate the
proposed piping can be determined. It shall be the responsibility of the
CONTRACTOR to obtain whatever information is required to complete the
connections of the proposed pipelines to the existing pipelines. Refer to
Paragraph 3.3 of this Section, as applicable.
9.
Interior of all piping and mating surfaces shall be inspected and all dirt, gravel,
sand, debris or other foreign material shall be completely removed from the
interior and mating surfaces before installation. Measures shall be taken to
maintain the interior of all piping clean until acceptance of the completed
Work. Care shall be taken to prevent foreign matter from entering joint space.
Bell and spigot mating surfaces shall be wiped clean immediately before
piping is laid. For ductile iron pipe, the bell and spigot mating surfaces shall
be thoroughly cleaned with a wire brush.
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10. Install piping accurately to line and grade shown, specified or directed, unless
otherwise approved by the CONSTRUCTION MANAGER. Accurate means
of determining and checking the alignment and grade shall be used, which shall
be subject to the approval of the CONSTRUCTION MANAGER. Any
modifications to the Contract Documents to suit the pipe manufacturer's
standard shall be approved by the CONSTRUCTION MANAGER. Remove
and relay piping that is incorrectly installed, at CONTRACTOR'S expense.
11. Do not lay piping in water, unless otherwise specified in these Specifications
or approved by the CONSTRUCTION MANAGER. Ensure that the water
level in the trench is at least 6-inches below the bottom of piping. Maintain a
dry trench until jointing and backfilling are complete, unless otherwise
specified in these Specifications or approved by the CONSTRUCTION
MANAGER.
12. Where unforeseen conditions will not permit the installation of piping as
shown or specified, no piping shall be installed without approval of the
CONSTRUCTION MANAGER. Do not modify structures or facilities
without approval of the CONSTRUCTION MANAGER.
13. Start laying piping at lowest point and proceed toward the higher elevations,
unless otherwise approved by the CONSTRUCTION MANAGER. Slope
piping uniformly between elevations shown on the Drawings or as otherwise
directed by the CONSTRUCTION MANAGER.
14. Place bell and spigot piping so that the bells face the direction of laying, unless
otherwise approved by the CONSTRUCTION MANAGER.
15. Piping shall be installed so that the barrel of the piping, and not the joints,
receives the bearing pressure from the trench bottom or other bedding
condition.
16. No piping shall be brought into position until the preceding length, valve,
fitting, or special has been bedded and secured in place.
17. Whenever pipe laying is not actively in progress, the open ends of the piping
shall be closed by a temporary plug or cap to prevent soil, water, and other
foreign matter from entering the piping.
18. Field cutting of metallic piping, where required for inserting valves, fitting,
specials, and closures, shall be made with a machine specially designed for
cutting piping and in accordance with the manufacturer's instructions. Cuts
shall be carefully done, without damage to piping, so as to leave a smooth end
at right angles to the axis of the piping. Cut end shall be tapered and sharp
edges filed off smooth. Flame cutting shall not be permitted. Piping damaged
by the CONTRACTOR by improper or careless methods of cutting shall be
replaced or repaired at his expense.
19. Blocking under piping shall not be permitted, unless specifically approved by
CONSTRUCTION MANAGER for special conditions.
20. Protective linings and coatings shall be touched up prior to installation, where
required.
21. Except where bends, wyes or similar fittings are used, changes in alignment
and grade of the piping shall be made by deflecting joints or with beveled pipe.
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Chandler Heights Road Utility Relocations
Permissible joint deflection shall not exceed 75% of the amount allowed by
the manufacturer.
22. All joints shall be made in the presence of the CONSTRUCTION MANAGER,
or his duly authorized representative, except as otherwise approved.
23. Special care shall be taken to ensure that each section of piping abuts against
the next in such a manner that there will be not shoulder or unevenness of any
kind along the piping invert.
24. Piping shall be rotated as required to place outlets in proper position.
25. Blind flanges and cleanouts shall be provided at locations shown on the
Drawings, specified, or required. Cleanouts on buried piping shall include all
pipes, fittings, and appurtenances required to bring cleanout to finished grade
and terminate in a flange and blind flange or suitably capped piping as shown.
Cleanout piping shall be same as that specified for the main run.
26. All gravity lines shall pitch uniformly at the grade shown or as specified or
approved.
27. Short pipe stubs, maximum 4 feet in length, shall be used at all manholes and
other wall faces, except as otherwise specified.
28. Field painting shall be accomplished after joints are made.
29. All piping shall be plugged watertight with a suitable cap or plug securely
fastened to the end of the piping at all contact interfaces.
30. CONTRACTOR shall notify CONSTRUCTION MANAGER in advance of
backfilling operations.
31. On steep slopes, take measures acceptable to CONSTRUCTION MANAGER
to prevent movement of the pipe during installation.
32. Thrust Restraint: During the installation of the pipe, thrust blocks, tied joints,
or proprietary restrained joint systems shall be provided wherever required for
thrust restraint. Thrust restraint shall conform to the applicable requirements
of Paragraph 3.2 of this Section.
33. Exercise care to avoid flotation when installing pipe in cast-in-place concrete.
B. Manufacturer's Installation Specialist:
1.
Provide the services of a competent installation specialist of the pipe
manufacturer when pipe laying begins if the CONTRACTOR is not
experienced in laying and jointing a particular type of pipe.
2.
Retain installation specialist at the site for a minimum of two days or until
competency of the pipe laying crew has been satisfactorily demonstrated.
C. Separation of Sewers and Potable Water Pipe Lines:
1.
Conform to the requirements of all applicable requirements of the Uniform
Standard Specifications for Public Work Construction by the Maricopa
Association of Governments (MAG).
D. Plugs:
1.
Temporarily plug installed pipe at the end of each day's Work or other
interruption to the installation of any pipe line. Plugging shall prevent the entry
of animals, liquids, or persons into the pipe or the entrance or insertion of
deleterious materials.
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2.
Install standard plugs into all bells at dead ends, tees or crosses. Cap all spigot
ends.
3.
Fully secure and block all plugs and caps installed for pressure testing to
withstand the specified test pressure.
4.
Where plugging is required for phasing of the Work or for subsequent
connection of piping, install watertight, permanent type plugs.
E. Bedding Pipe: Bed pipe as specified below and in accordance with the details
shown.
1.
Trench excavation and backfill and bedding materials shall conform to the
Contract Documents.
2.
Excavate trenches below the pipe bottom by an amount specified. Remove all
loose and unsuitable material from the trench bottom.
3.
Carefully and thoroughly compact all pipe bedding with hand held pneumatic
compactors.
4.
Do not lay pipe until the CONSTRUCTION MANAGER approves the
bedding condition. If a conflict exists, obtain clarification from
CONSTRUCTION MANAGER before proceeding.
5.
No pipe shall be brought into position until the preceding length has been
bedded and secured in its final position.
F. Laying Pipe:
1.
Conform to manufacturer's instructions and requirements of the standards
listed below, where applicable:
a.
Ductile Iron Pipe: AWWA C600, AWWA C105.
b.
ASCE Manual of Practice No. 37.
G. Polyethylene Encasement:
1.
Provide polyethylene encasement for ductile iron piping to prevent contact
between the pipe and surrounding bedding material and backfill.
2.
Polyethylene may be supplied in tubes or in sheet material.
3.
Polyethylene encasement materials and installation shall be in accordance with
the requirements of MAG Section 610.6.
H. Jointing Pipe:
1.
Ductile Iron Mechanical Joint Pipe:
a.
Wipe clean the socket, plain end and adjacent areas immediately before
making joint. Make certain that cut ends are tapered and sharp edges are
filed off smooth.
b.
Lubricate the plain ends and gasket with soapy water or an approved pipe
lubricant, in accordance with AWWA C111, just prior to slipping the
gasket onto the plain end of the joint assembly.
c.
Place the gland on the plain end with the lip extension toward the plain
end, followed by the gasket with the narrow edge of the gasket toward the
plain end.
d.
Insert the pipe into the socket and press the gasket firmly and evenly into
the gasket recess. Keep the joint straight during assembly.
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Chandler Heights Road Utility Relocations
e.
Push gland toward socket and center it around pipe with the gland lip
against the gasket.
f.
Insert bolts and hand tighten nuts.
g.
Make deflection after joint assembly, if required, but prior to tightening
bolts. Alternately tighten bolts 180 degrees apart to seat the gasket
evenly. The bolt torque shall be as follows:
Pipe Size
(inches)
Bolt Size
(inches)
Range of Torque
(ft-lbs)
3
5/8
45-60
4-24
3/4
75-90
30-36
1
100-120
42-48
1-1/4
120-150
h.
All bolts and nuts shall be heavily coated with two 10 mil minimum coats
of coal-tar epoxy coating as manufactured by Koppers, Tnemec, or equal.
i.
Restrained mechanical joints shall be in accordance with Section 15061,
Ductile Iron Pipe.
2.
Ductile Iron Push-On Joint Pipe:
a.
Prior to assembling the joints, the last 8-inches of the exterior surface of
the spigot and the interior surface of the bell shall be thoroughly cleaned
with a wire brush, except where joints are lined or coated with a special
protective lining or coating.
b.
Rubber gaskets shall be wiped clean and flexed until resilient. Refer to
manufacturer's instructions for procedures to ensure gasket resiliency
when assembling joints in cold weather.
c.
Insert gasket into joint recess and smooth out the entire circumference of
the gasket to remove bulges and to prevent interference with the proper
entry of the spigot of the entering pipe.
d.
Immediately prior to joint assembly, apply a thin film of approved
lubricant to the surface of the gasket which will come in contact with the
entering spigot end of pipe. CONTRACTOR may, at his option, apply a
thin film of lubricant to the outside of the spigot of the entering pipe.
e.
For assembly, center spigot in the pipe bell and push pipe forward until it
just makes contact with the rubber gasket. After gasket is compressed and
before pipe is pushed or pulled all the way home, carefully check the
gasket for proper position around the full circumference of the joint. Final
assembly shall be made by forcing the spigot end of the entering pipe past
the rubber gasket until it makes contact with the base of the bell. When
more than a reasonable amount of force is required to assemble the joint,
the spigot end of the pipe shall be removed to verify the proper positioning
of the rubber gasket. Gaskets which have been scoured, or otherwise
damaged, shall not be used.
f.
Maintain an adequate supply of gaskets and joint lubricant at the site at
all times when pipe jointing operations are in progress.
3.
Proprietary Joints:
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a.
Pipe which utilizes proprietary joints such as Fastite, by American Cast
Iron Pipe Company, Tyton by U.S. Pipe Incorporated, restrained joints
described under Paragraph 3.2 of this Section, or other such joints shall
be installed in strict accordance with the manufacturer's instructions.
4.
Mechanical Coupling Joints:
a.
Prior to the installation and assembly of mechanical couplings, the joint
ends shall be cleaned thoroughly with a wire brush to remove foreign
matter. Following this cleaning, lubricant shall be applied to the rubber
gasket or inside of the coupling housing and to the joint ends. After
lubrication, the gasket shall be installed around the joint end of the
previously installed piece and the joint end of the subsequent piece shall
be mated to the installed piece. The gasket shall be positioned and the
coupling housing placed around the gasket and over the grooved or
shouldered joint ends. The bolts shall be inserted and the nuts screwed up
tightly by hand. The bolts shall then be tightened uniformly in order to
produce an equal pressure on all parts of the housing. When the housing
clamps meet metal to metal, the joint is complete and further tightening is
not required.
I.
Backfilling:
1.
Place backfill as construction progresses. Backfill by hand and use power
tampers until pipe is covered by at least 1 foot of fill.
J.
Connections to Valves:
1.
Install valves as shown.
2.
Provide suitable adapters when valves and piping have different joint types.
3.
Provide thrust restraint at all valves at pipeline terminations.
K. Transitions from One Type of Pipe to Another:
1.
Provide all necessary adapters, specials and connection pieces required when
connecting different types and sizes of pipe or connecting pipe made by
different manufacturers.
L. Closures:
1.
Provide all closure pieces shown or required to complete the Work.
3.2 THRUST RESTRAINT
A. Provide thrust restraint on all pressure piping systems and where otherwise shown
and specified. Pipe joints shall be restrained as specified in Paragraph 3.2.C of this
Section.
B. Thrust restraint shall be accomplished by means of restrained pipe joints. Concrete
thrust blocks shall be used only when specifically shown on the Drawings or as
directed by the CONSTRUCTION MANAGER. Thrust restraints shall be
designed for the axial thrust exerted by the test pressure given in the Buried Piping
Schedule.
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C. Restrained Pipe Joints:
1.
Pipe joints shall be restrained by means suitable to the type of pipe being
installed.
a.
Ductile iron push-on joints and mechanical joints shall be restrained
utilizing a proprietary restrained joint system such as American Fast-Grip
and American Flex-Ring Joint, MEGALUG Ductile Iron Pipe Restraints
as manufactured by EBAA Iron Inc., TR Flex Gripper Ring and TR Flex
Joints, and tie rods, or other system approved by CONSTRUCTION
MANAGER.
b.
Pipe thrust restraint shall be in accordance with the Schedule of
Restrained Pipe Lengths and as noted on the Project Drawings.
2.
Schedule of Restrained Pipe Lengths: Restrained pipe lengths shall conform
to the requirements of AWWA M41 for ductile iron pipe. Restrained pipe
lengths shall be as shown on the Construction Plans. For pipe not specifically
illustrated on the Plans, CONTRACTOR shall submit a lay schedule
identifying restrained lengths complying with AWWA M41.
D. Concrete Thrust Blocks:
1.
Thrust blocks shall be constructed of Class “B” concrete, conforming to the
requirements of MAG.
2.
Blocks shall be placed against undisturbed soil as shown on Drawings or as
directed by the CONSTRUCTION MANAGER. Concrete shall be placed so
that pipe joints and fitting joints will be accessible for repair.
3.
Size of the concrete thrust blocks shall be per MAG details or as directed by
the CONSTRUCTION MANAGER.
4.
Concrete thrust blocks shall not be used for pipe restraint except where
specifically shown on the Drawings, or as approved by the CONSTRUCTION
MANAGER.
3.3 WORK AFFECTING EXISTING PIPING
A. Location of Existing Piping:
1.
Locations of existing piping shown should be considered approximate.
2.
CONTRACTOR shall determine the true locations of existing piping to which
Work is to be performed, and locations of other facilities which could be
disturbed during earthwork operations, or which may be affected by
CONTRACTOR'S Work already installed.
B. Taking Existing Pipelines Out of Service:
1.
Do not take pipelines out of services, unless specifically provided for under
this Project or approved by CONSTRUCTION MANAGER.
2.
Notify CONSTRUCTION MANAGER at least 48 hours prior to taking
pipeline out of service.
C. Work on Existing Pipelines:
1.
Cut or tap pipes as shown or required with machines specifically designed for
this Work.
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Chandler Heights Road Utility Relocations
2.
Install temporary plugs to prevent entry of mud, dirt, water, and debris.
3.
Provide all necessary adapters, fittings, pipe, and appurtenances required to
complete the Work.
4.
Existing pipelines that are cut and abandoned shall be adequately capped or
filled with grout.
3.4 TESTING OF PIPING
A. General:
1.
All testing shall conform to the MAG Standard Specifications 611. In case of
contradiction with these Specifications the CONTRACTOR shall notify the
CONSTRUCTION MANAGER before proceeding with the testing.
2.
Test all piping except as otherwise authorized by CONSTRUCTION
MANAGER.
3.
Notify CONSTRUCTION MANAGER 72 hours in advance of testing.
4.
Provide all testing apparatus, including pumps, hoses, gauges, and fittings.
5.
Unless otherwise noted, pipelines shall hold specified test pressure for two
hours.
6.
Repair and retest pipelines that fail to hold specified test pressure or which
exceed the allowable leakage rate.
7.
Unless otherwise specified, test pressures required are at the lowest elevation
of the pipeline section being tested.
8.
Conduct all tests in the presence of CONSTRUCTION MANAGER.
9.
Advise local authorities having jurisdiction if their presence is required during
testing.
10. All testing shall conform to the MAG Standard Specifications. In case of
contradiction with these Specifications the CONTRACTOR shall notify the
CONSTRUCTION MANAGER before proceeding with the testing.
B. Schedule of Pipeline Tests:
1.
Test piping at the test pressures listed in the Buried Piping Schedule and
respective pipe material specification.
2.
All piping shall be water tested after installation, except as otherwise specified
or directed by CONSTRUCTION MANAGER.
3.
For piping not included in the Schedule, the CONSTRUCTION MANAGER
will notify CONTRACTOR in writing of the test pressure to be used.
C. Pressure Test Procedure:
1.
Per MAG Standard Specification 611, all restrained pipelines shall be
backfilled and compacted to 100% before testing, unless otherwise required or
approved by CONSTRUCTION MANAGER.
2.
Allow concrete for thrust blocks to reach design strength before testing.
3.
Fill section to be tested slowly with water and expel all air. Install corporation
cocks, if necessary, to remove all air.
4.
Test only one section of pipe at a time.
5.
Apply specified test pressure for two hours and observe pressure gage. Check
carefully for leaks while test pressure is being maintained.
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D. Leakage Testing:
1.
Conduct leakage test for all liquid piping after satisfactory completion of
pressure test.
2.
Allow all pipes to stand full of water at least 24 hours prior to starting leakage
test.
3.
Maintain test pressure constantly for the minimum test period and accurately
measure the amount of water which must be added to maintain the test
pressure.
4.
Allowable Leakage in piping system shall be per MAG Standard Specification
611.2.2
5.
Leakage Test Procedure:
a.
Examine exposed pipe, joints, fittings, and valves. Repair visible leakage
or replace the defective pipe, fitting, or valve.
b.
Refill the line under test to reach the required test pressure.
c.
Provide a test container filled with a known quantity of water at the start
of the test. Attach the test pump suction to the test container.
d.
Pump water from the test container into the line with the test pump to hold
the specified test pressure for the test period. Water remaining in the
container shall be measured and the amount used during the test shall be
recorded on the test report.
e.
Perform all repair, replacement, and retesting required because of failure
to meet testing requirements.
f.
Leakage shall be less than rate specified above.
3.5 DISPOSAL OF WATER
A. CONTRACTOR shall provide suitable means for disposal of test and flushing
water so that no damage results to facilities or waterways.
B. Means of disposal of test and flushing water shall be subject to the approval of
CONSTRUCTION MANAGER, local governing authorities, and regulatory
agencies.
C. CONTRACTOR shall be responsible for any damage caused by his water disposal
operations.
3.6 CLEANING
A. Cleaning:
1.
Thoroughly clean all piping and flush prior to placing in service in a manner
approved by CONSTRUCTION MANAGER.
2.
Piping 24-inches in diameter and larger shall be inspected from inside and all
debris, dirt and foreign matter removed.
3.
If piping that requires disinfection has not been kept clean during storage or
installation, CONTRACTOR shall swab each section individually before
installation with a 5% hypochlorite solution, to ensure clean piping.
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3.7 PIPING SCHEDULE
A. The following abbreviations are used in the Buried Piping Schedule:
1.
Service Abbreviations:
a.
Potable Water: W.
b.
Reclaimed Water: RW.
2.
Material Abbreviations:
a.
Asbestos Concrete Pipe: ACP
b.
Chlorinated Polyvinyl Chloride: CPVC
c.
Copper Pipe: COP
d.
Ductile Iron Pipe: DIP
e.
Glass-Lined Ductile Iron Pipe: GDIP
f.
Galvanized Steel: GST
g.
Polyethylene: PE
h.
Polyvinyl Chloride: PVC
i.
Stainless Steel Pipe: SST
j.
Vitrified Clay Pipe: VCP
3.
Lining/Coating Abbreviations:
a.
Bituminous Coated: BC
b.
Cement Mortar Lined: CML
c.
Galvanized: GALV
d.
Glass Lined: GL
e.
Polyethylene Wrap: PE
f.
Protecto 401 Ceramic Epoxy: CE
g.
T-Lock: TL
h.
Painting: P (Painted per Section 09900)
4.
Joint Abbreviations:
a.
Bell and Spigot: BS
b.
Butt Wrapped: BW
c.
Flanged: FL
d.
Mechanical Joint: MJ
e.
Soldered: SD
f.
Solvent Welded: SW
g.
Welded: W
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BURIED PIPING SCHEDULE
Service
Material Interior
Lining
Exterior
Coating
Pressure Class
Joint
Test Pressure
(psig)
Potable Water (Up to
12-inch Diameter)
DIP
CML
BC,PE
350
MJ/BS
200
Potable Water
(Larger than 12-inch
Diameter)
DIP
CML
BC,PE
250
MJ/BS
188
Potable Water (Less
than 2-inch
Diameter)
COP
N/A
PE
350
SD
200
Sanitary Sewer
ASTM
C700
VCP
N/A
N/A
Extra Strength
BS
3.5
++ END OF SECTION ++
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Chandler Height Road Utility Relocations
SECTION 15061
DUCTILE IRON PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to furnish and install ductile iron pipe and
fittings.
2.
The extent of ductile iron pipe to be furnished is shown on the Drawings and
in the schedules included in Section 15051, Buried Piping Installation.
B. Definition: Where cast iron pipe is specified, the term and symbol shall mean
ductile iron pipe.
C. Related Work Specified Elsewhere:
1.
Section 11295, Hydraulic Valves.
2.
Section 15050, Piping Systems.
3.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall have a minimum of five years of
experience in the production of ductile iron pipe and fittings and shall show
evidence of satisfactory service in at least five installations.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
2.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
3.
ASTM C150 - Portland Cement.
4.
AWWA C104 (ANSI A21.4) - Cement Mortar Lining for Ductile Iron and
Gray Iron Pipe and Fittings for Water.
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5.
AWWA C105 (ANSI A21.5) - Polyethylene Encasement for Ductile Iron
Piping for Water and Other Liquids.
6.
AWWA C110 (ANSI A21.10) - Ductile Iron and Gray Iron Fittings, 3"
Through 48", for Water and Other Liquids.
7.
AWWA C111 (ANSI A21.11) - Rubber Gasket Joints for Ductile Iron and
Gray Iron Pressure Pipe and Fittings.
8.
AWWA C115 (ANSI A21.15) - Flanged Ductile Iron and Gray Iron Pipe with
Threaded Flanges.
9.
AWWA C150 (ANSI A21.50) - Thickness Design of Ductile Iron Pipe.
10. AWWA C151 (ANSI A21.51) - Ductile Iron Pipe, Centrifugally Cast, in Metal
Molds or Sand-Lined Molds, for Water or Other Liquids.
11. AWWA C153 (ANSI A21.53) - Ductile Iron Compact Fittings, 3" Through
12" for Water and Other Liquids.
12. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
13. AWWA C606 - Grooved and Shouldered Type Joints.
14. MAG - Uniform Standard Specifications and Details for Public Work
Construction.
15. City of Chandler Unified Standard Specifications.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 2 - PRODUCTS
2.1 GENERAL
A. Pipe design, materials, and manufacturer shall comply with the following
documents:
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Chandler Height Road Utility Relocations
ITEM
DOCUMENT
Thickness Design
AWWA C150
Manufacturing Requirements:
Water or Other Liquid
AWWA C151
Gravity Service Pipe
ASTM A716
Joints:
Rubber Gasket
Threaded Flange
AWWA C111
AWWA C115
Fittings:
Water or Other Liquid
AWWA C110/AWWA C153
Cement Mortar Lining
AWWA C104
Polyethylene Encasement
AWWA C105
2.2 PIPE
A. Unless otherwise specified, ductile iron pipe shall be Pressure Class 350 for below
ground installations and Special Thickness Class 53 for above ground.
B. For grooved end pipe or flanged end, wall thickness shall be minimum Class 53,
except where the specified pressure requires heavier pipe.
C. All ductile iron pipes shall conform to the requirements of MAG Standard
Specification Section 750 "Iron Water Pipe and Fittings."
D. All ductile iron pipes shall be manufacturers as listed within the City of Chandler
Approved Product List.
2.3 GASKETS
A. Unless otherwise specified, gasket stock shall be a synthetic rubber compound in
which the elastomer is nitrile or neoprene.
B. The compound shall contain not less than 50% by volume nitrile or neoprene and
shall be free from factice, reclaimed rubber, and other deleterious substances.
C. Gaskets shall comply with AWWA C111 for push-on and mechanical joints, and
with AWWA C606 for grooved end joints.
D. For high temperature gaskets refer to section 15050, Piping Systems.
2.4 FITTINGS
A. Parent pipe and branch outlets shall be centrifugally cast ductile iron pipe designed
in accordance with ANSI/AWWA C150/A21.50 and manufactured in accordance
with ANSI/AWWA C151/A21.51. Minimum class shall be Thickness Class 53.
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Chandler Height Road Utility Relocations
B. Ends shall be flanged, restrained mechanical joint, or restrained push-on to suit the
condition specified, except for transmission mains where indicated otherwise on
the Drawings.
C. The AWWA C153 compact ductile iron fittings in sizes 3-inches through 12-inches
are an acceptable substitute for standard fittings, unless otherwise specified.
D. Long radius elbows shall be provided where specified.
E. Welded-on outlets shall be limited to branch outlets having a nominal diameter less
than 70% of the nominal diameter of the main line pipe (maximum size of 30-
inches). Welded-on outlets may be provided for tees, tangential outlets, or lateral
outlets fabricated at a specific angle to the main line pipe as shown on the Drawings.
Welded-on outlets shall be fabricated by the pipe manufacturer at the same facility
where the pipe is produced. The pipe cement mortar lining shall only be applied or
repaired after the outlet has been welded on at the manufacturing facilities where
the pipe is produced. The pipe manufacturer shall have a minimum of five years
experience in the fabrication and testing of outlets of similar size and configuration
as shown on the Drawings or specified herein.
F. Weldment for welded-on outlets shall be based on the method described in Section
VII of the ASME Unified Pressure Vessel Code. Reinforcing welds shall be placed
using Ni-Rod FC 55 cored wire or Ni-Rod 55 electrodes manufactured by INCO
Alloys (or an electrode with equivalent performance properties). Carbon steel
electrodes are not acceptable.
G. All ductile iron pipe fittings shall be as manufactured by the same manufacturer as
the ductile iron pipe.
2.5 JOINTS
A. Push-On Joints:
1.
Push-on joints shall be the rubber ring compression type suitable for buried
service. Unrestrained push-on joints shall be Fastite Joint as manufactured by
American Cast Iron Pipe Company, the Tyton Joint as manufactured by U.S.
Pipe, or equal. This joint is not permitted on fittings or specials, unless
otherwise specified. Push-on joints shall have an allowable deflection of up to
5 degrees at specified pressures. Joint assembly and field cuts shall be made
in strict conformance with AWWA C600 and pipe manufacturer's
recommendations.
B. Flange Assemblies:
1.
Unless otherwise specified, flanges shall be ductile iron and shall be threaded-
on flanges conforming to ANSI/AWWA A21.15/C115 or cast-on flanges
conforming ANSI/AWWA A21.10/C110.
2.
Flanges shall be adequate for 250 psi working pressure.
3.
Bolt circle and bolt holes shall match those of ANSI B16.1, Class 125 flanges
and ANSI B16.5, Class 150 flanges.
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Chandler Height Road Utility Relocations
4.
Where specified, flanges shall be threaded-on or cast-on flanges conforming
to ANSI B16.1, Class 250.
5.
Unless otherwise specified, bolts and nuts for flange assemblies shall conform
with the requirements of Section 15120, Piping Specialties and Accessories.
Gaskets shall be as specified with the requirements of Section 15120, Piping
Specialties and Accessories.
C. Mechanical Joints:
1.
Where specified, restrained mechanical joints shall be the positive restraint
type. Mechanical joints with retainer glands are not acceptable.
2.
Locked mechanical hydrant tees, bends, and adapters are an acceptable
substitute for anchoring fire hydrants and valves to the pipe main.
D. Restrained Joints:
1.
Unless otherwise specified, restrained joints shall be flanged or grooved end
for exposed service and push-on or grooved end for buried service. Restrained
pipe shall be applied the entire length of pipe as shown on the Construction
Drawings.
2.
Restrained joints for pipe and fittings shall be as listed within City of Chandler
Approved Product List.
3.
Restrained joints shall be capable of being deflected after full assembly.
4.
Joint assembly shall be in strict conformance with AWWA C600 and
manufacturer's recommendations.
5.
No field cuts of restrained pipe are permitted without prior approval of the
Construction Manager.
E. Bolts and Nuts:
1.
Corrosion-resistant bolts and nuts for use with ductile iron joints shall be high-
strength, low-alloy steel as specified in ANSI/AWWA C111/A21.11.
2.
Below grade installations require type 316 stainless steel.
2.6 PIPE COATING
A. Unless otherwise specified, pipe and fittings shall be coated with asphaltic material
as specified in AWWA C151.
B. Polyethylene Encasement:
1.
All buried ductile iron pipe and fittings shall be wrapped with polyethylene
film in tube form as specified in AWWA C105 and MAG Section 610.
2.7 PIPE LINING
A. Cement mortar lining.
B. Unless otherwise specified, interior surfaces of pipe and fittings shall be cement
mortar lined in accordance with AWWA C104.
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Chandler Height Road Utility Relocations
C. Cement shall be ASTM C150, Type II or V, low alkali, containing less than 0.60%
alkalies.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Piping runs specified on the Drawings shall be followed as closely as possible.
Proposed deviations shall be submitted in accordance with Section 01300,
Submittals.
2.
Pipe shall be installed in accordance with AWWA C600 and MAG Section
610.
B. Insulating Sections:
1.
Where a metallic non-ferrous pipe or appurtenance is connected to ferrous pipe
or appurtenance, an insulating section shall be provide.
C. Anchorage:
1.
Anchorage shall be provided as specified. Calculations and Drawings for
proposed alternative anchorage shall be submitted in accordance with Section
01300, Submittals.
3.2 ACCEPTANCE TESTING
A. Hydrostatic pressure tests shall be conducted in accordance with Section 4 of
AWWA C600, except that test pressures and allowable leakage shall be as listed in
Section 15050, Piping Systems.
B. The CONTRACTOR shall conduct the tests in the presence of the
CONSTRUCTION MANAGER and/or OWNER.
C. All welded-on outlets shall be rated for a working pressure of 250 psi and must
have a minimum safety factor of 2.0 based on proof of design hydrostatic test
results.
D. Prior to the application of any coating or lining in the outlet area all weldments for
branch outlets to be supplied on this project shall be subject to an air pressure test
of at least 15 psi. Air leakage is not acceptable. Any leakage shall be detected by
applying an appropriate soapy water solution to the entire exterior surface of the
weldment and adjoining pipe edges or by immersing the entire area in a vessel of
water and visually inspecting the weld surface for the presence of air bubbles. Any
weldment that shows signs of visible leakage shall be repaired and retested in
accordance with the manufacturer's written procedures.
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Chandler Height Road Utility Relocations
3.3 POLYETHYLENE TUBE
A. Polyethylene encasement shall be used on all buried ductile iron pipe, unless
otherwise specified. Installation of polyethylene shall be as specified in MAG
Section 610 and these Specifications. Pipe, fittings, valves, and couplings shall be
wrapped. Fittings that require concrete backing shall be wrapped prior to placing
the concrete.
B. The polyethylene tube seams and overlaps shall be wrapped and held in place by
means of a 2-inch wide plastic backed adhesive tape. The tape shall be Polyken
No. 900 (polyethylene), Scotchwrap No. 50 (polyvinyl), or equal. The tape shall
be such that the adhesive shall bond securely to both metal surfaces and
polyethylene film. Bedding and initial backfill for polyethylene wrapped pipe shall
be a well-graded granular material which will not cut or damage the polyethylene
tube during placement and backfilling. Sharp angular material over 0.5-inches shall
not be used with polyethylene encasement.
++ END OF SECTION ++
March 2022
City of Chandler
21-047
15064-1
Chandler Heights Road Utility Relocations
SECTION 15064
COPPER PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment and
incidentals, as shown, specified, and required to furnish and install copper
pipe and fittings.
2.
The extent of copper pipe is shown and specified in the schedules included in
Sections 15051, Buried Piping Installation.
3.
All jointing materials, end caps, and other appurtenances and accessories
shall be provided.
4.
It is the intent of the Contract Documents to provide complete and workable
piping systems. Any supplementary fittings and appurtenances required for
proper completion of the Work shall be considered as having been included
under this Section.
B. Related Sections:
1.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1.
Manufacturer shall have a minimum of five years of experience in the
production of copper pipe and fittings, and shall show evidence of
satisfactory service in at least five installations.
2.
Each type of pipe and fitting shall be obtained from no more than one
manufacturer.
B. Requirements of Regulatory Agencies: Comply with the applicable provisions of
the following regulatory agencies, where applicable:
1.
Underwriters' Laboratories, Inc.
2.
National Fire Protection Association.
3.
ASME, Boiler and Pressure Vessel Code.
4.
State and Local Building Codes and Ordinances.
5.
Uniform Plumbing Code.
C. Reference Standards: Comply with applicable provisions and recommendations
of the following, except as otherwise shown or specified.
1.
ANSI B16.22, Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
2.
ANSI B16.26, Cast Copper Alloy Fittings for Flared Copper Tubes.
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Chandler Heights Road Utility Relocations
3.
ASTM B32, Specification for Solder Metal.
4.
ASTM B42, Specification for Standard Size Seamless Copper Pipe.
5.
ASTM B68, Specification for Bright Annealed Seamless Copper Tube.
6.
ASTM B75, Specification for Seamless Copper Tube.
7.
ASTM B88, Specification for Seamless Copper Water Tube.
8.
ASTM B280, Specification for Seamless Copper Tube for Air-Conditioning
and Refrigeration Field Service.
9.
ASTM B302, Specification for Threadless Copper Pipe.
10. ASTM B306, Specification for Copper Drainage Tube (DWV).
D. Inspection: The quality of all materials provided and adequacy of installation
shall be subject to the review and approval of the CONSTRUCTION
MANAGER.
1.3 SUBMITTALS
A. Shop Drawings: Submit for approval the following:
1.
Detailed drawings and data on pipe fittings and appurtenances. Submit these
with Shop Drawings required under Section 15051, Buried Piping
Installation.
B. Certificates: Where specified or otherwise required by the CONSTRUCTION
MANAGER, submit test certificates. Submit Certificates of Compliance with
referenced standards.
C. Each Shop Drawing submittal shall include a hard copy of the relevant
Specification Section. Each and every paragraph of the Specification Section
shall be clearly marked to indicate whether the requirements for equipment and/or
services in the Specification Section are met. If clarifications are needed to any of
the paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Refer to Section 15051, Buried Piping Installation.
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Chandler Heights Road Utility Relocations
PART 2 - PRODUCTS
2.1 MATERIALS
A. Threadless Copper Pipe: Pipe shall be assembled with brazing-joint pipe fittings.
Material shall conform to ASTM B302.
B. Couplings and Fittings for Copper Tubing:
1.
Unless otherwise specified, couplings for copper tubing 2-inch and smaller
nominal diameter shall be compression type, bronze or brass, capable of
holding the full bursting strength of the tubing and shall meet the
requirements of ANSI B16.26.
2.
Product and Manufacturer: Provide fittings and couplings for copper tubing
by one of the following:
a.
Swagelok.
b.
Gyrolok.
c.
Or equal.
C. No galvanized pipe or fittings shall be used for this installation.
2.2 JOINTING
A. Reclaimed water piping shall be assembled with soldered type joints. Fittings
shall conform to ANSI B 16.22, Wrought Copper and Copper Alloy Solder Joint
Pressure Fittings.
B. Soldered joints shall be 95-5 tin-antimony solder, conforming to ASTM B32.
C. All joints shall conform to manufacturer's recommendations and shall be made by
skilled workmen.
D. Joints shall develop full strength and shall be greater than the pipe joined.
2.3 MARKING
A. All items shall be marked or labeled with the following information:
1.
Metal or alloy designation.
2.
Temper.
3.
Size and schedule.
4.
ASTM specification number.
5.
Name and location of supplier.
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PART 3 - EXECUTION
3.1 INSTALLATION
A. Refer to Section 15051, Buried Piping Installation, for installation, testing and
cleaning.
B. Dielectric Protection: Copper tubing or fittings shall not be permitted to come in
contact with steel piping, reinforcing steel, or other steel at any location.
Electrical checks shall be made to ensure no contact is made between copper
tubing and steel elements. Wherever electrical contact is demonstrated by such
test, CONTRACTOR shall provide dielectric protection as specified in Section
15120, Piping Specialties and Accessories.
C. All copper piping being buried shall be provided with a protective covering or
wrapping such as polyethylene wrap as specified in MAG Section 610.6 –
Polyethylene Corrosion Protection.
++ END OF SECTION ++
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City of Chandler
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Chandler Heights Road Utility Relocations
SECTION 15067
VITRIFIED CLAY PIPE
PART 1 - GENERAL
1.1 SUMMARY
A. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as
shown on the plans, specified and required to furnish and install vitrified clay pipe,
fittings and appurtenances.
B. Any pipe, which does not meet specifications or has been rejected, shall be removed
from the job site at no cost to the owner.
C. The extent of vitrified clay pipe is shown within the Drawings and in the schedules
included in Section 15051, Buried Piping Installation.
1.2 SECTION INCLUDES
A. Vitrified Clay Pipe (VCP).
1.3 RELATED SECTIONS
A. Section 15050, Piping Systems.
B. Section 15051, Buried Piping Installation.
1.4 REFERENCES
A. National Clay Pipe Institute (NCPI) Engineering Manual
B. ASTM C12 – Standard Practice for Installing Vitrified Clay Pipe
C. ASTM C301 – Test Methods for Vitrified Clay Pipe
D. ASTM C425 – Compression Joints for Vitrified Clay Pipe and Fittings
E. ASTM C700 – Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated
F. ASTM C828 – Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines
G. ASTM C896 – Terminology Relating to Clay Products
H. ASTM C1091 – Test Method for Hydrostatic Infiltration Testing of Vitrified Clay
Pipe Lines
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City of Chandler
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Chandler Heights Road Utility Relocations
1.5 SUBMITTAL
A. Shop Drawings: Submit for approval the following:
1.
Detailed drawings and data on pipe, fittings, gaskets, and appurtenances.
Submit these with Shop Drawings required under Section 15051, Buried Piping
Installation.
B. The manufacturer shall submit design calculations to the ENGINEER. The design
calculations shall be signed and sealed by a Registered Professional Engineer
licensed in the State of Arizona. The design calculations shall indicate that the pipe
wall thickness will be satisfactory for all conditions of external pressure and earth
loadings, special physical loadings, and internal pressure.
C. Certificates: Submit certificates of compliance with referenced standards.
D. Also shall be in accordance with Section 15050, Piping Systems submittal
information.
1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Section 15051, Buried Piping Installation.
B. Refer to Manufacturer’s recommendations.
PART 2 - PRODUCTS
2.1 SERVICE CONDITIONS
A. General:
1.
Pipe shall be designed for an external live loading, including impact, equal to
AASHTO, H-20 truck loading with earth cover as shown on the Drawings. The
external loading shall be calculated in accordance with the National Clay Pipe
Institute (NCPI) Engineering Manual and as modified in accordance with the
City of Chandler Standard Specifications.
B. Service Conditions:
1.
Liquid Service: (Refer to Section 15051, Buried Piping).
2.
Pipe overburden and trench bedding condition: Refer to Drawings.
3.
Pipe should be able to attain the full design life of the pipe when surrounding
earth is at a continuous temperature of up to 90oC.
2.2 MATERIALS
A. All materials used in the manufacturing of the piping and its components shall be
new and of the best quality used for the purpose of commercial practice.
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City of Chandler
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Chandler Heights Road Utility Relocations
2.3 VITRIFIED CLAY PIPE (VCP) AND FITTINGS
A. General:
1.
All VCP and fittings shall be suitable for use as a gravity sewer conduit. VCP
shall be Extra Strength Vitrified Clay Pipe conforming to all the requirements of
ASTM C700 and MAG Specifications Section 743.
2.
Fittings shall be made to such dimensions as will accommodate the joint system
specified. Wye and Tee branch fittings shall be furnished with spurs securely
fastened by the manufacturer to the barrel of the fitting. There shall be no
projection on the inner surface of the barrel.
3.
Joints for vitrified clay pipe and fittings shall be factory applied, mechanical,
flexible-compression type and shall conform to ASTM C425 – Compression
Joints for Vitrified Clay Pipe and Fittings. Clay pipe joint material must be
polyurethane. The polyurethane joint must be a standard joint for the pipe
manufacturer furnishing pipe on this project for a minimum of five years for all
pipe sizes specified. The polyurethane joint must meet all requirements of
ASTM C425.
a.
Rubber couplings used for mainline connections or reconnecting services
shall be a stainless steel shielded rubber coupling. Gasket to meet ASTM
C-425-91 Table 2. Shear ring to be Series 300 stainless steel with a
minimum thickness of .012". Tightening bands shall be Series 316 stainless
steel with stainless steel nut and bolt tightening clamps. Shear ring and
clamps to meet all requirements of ASTM A-240-94A.
4.
All pipe load tested shall be loaded to the ultimate limit. The load test is
destructive and any pipe section tested shall be rejected from installation.
PART 3 - EXECUTION
3.1 TRENCHING, BACKFILLING, AND SUBGRADE PREPARATION
A. Trenching, backfilling, and sub-grade preparation shall conform to MAG
Specifications Section 601 and 615, and the City of Chandler Wastewater Technical
Design Manual. Bury depth shall be as shown in the Plans.
B. Sheet, shore, and brace trenches, as necessary, to prevent caving or sliding of trench
walls, to provide protection for workmen and the pipe, and to protect adjacent
structures and facilities.
C. Where solid timber sheeting is driven to a level below the top of pipe, it should not
be removed after the pipe has been installed. The sheeting may be cut off at the level
of the top of the pipe.
D. If a movable shield is used, it is imperative that pipe already laid be securely blocked
or braced to prevent opening of pipe joints when the shield is advanced in the trench.
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Chandler Heights Road Utility Relocations
E. The bedding shall be placed on a flat undisturbed or restored trench bottom with a
minimum thickness beneath the pipe barrel of 6 inches or one eighth of the outside
diameter of the pipe, whichever is greater. "Carefully placed material" shall be sliced
in the haunches of the pipe with a flattened shovel or other suitable tool.
F. Pipe barrel shall be placed so that it is true to line and grade and to provide uniform
and continuous support.
G. A foundation may be required if soft, spongy, unstable, or other similar material is
encountered upon which bedding material or pipe is to be placed. Unstable material
shall be removed to a depth ordered by the Engineer and replaced with foundation
material suitably densified.
3.2 TESTING
A. The CONTRACTOR shall be responsible for testing all pipelines. All testing shall
be performed in the presence of the CONSTRUCTION MANAGER and conform to
the following paragraphs.
B. After installation, backfilling, compaction, cleaning and before paving, acceptance
testing shall be performed by low pressure air testing.
C. Air Testing
a.
Testing shall be performed by the low pressure air test method conforming
to ASTM C828 - Standard Test Method for Low Pressure Air Test of
Vitrified Clay Pipe or per MAG Standard Specification 611.4.
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Chandler Heights Road Utility Relocations
Table 1
Minimum Test Time for Various Pipe Sizes
Nominal
Pipe Size, in.
T (time)
min/100 ft
Nominal
Pipe Size, in.
T (time)
min/100 ft
4
0.3
24
3.6
6
0.7
27
4.2
8
1.2
30
4.8
10
1.5
33
5.4
12
1.8
36
6.0
15
2.1
39
6.6
18
2.4
42
7.3
21
3.0
Lines which fail any testing will be evaluated, repaired/replaced and retested for compliance
with these specifications and the cost of any re-testing shall be borne by the contractor.
D. Pressure testing for Gravity Pipe:
1.
Shall be in accordance with Section 15050, Piping Systems.
++ END OF SECTION ++
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City of Chandler
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Chandler Heights Road Utility Relocations
SECTION 15120
PIPING SPECIALTIES AND ACCESSORIES
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and
incidentals as shown, specified, and required to furnish and install all piping
specialties and accessories. Included, but not limited to, are flexible
couplings, mechanical couplings, flanged adapters, expansion joints, saddle
taps.
B. Related Work Specified Elsewhere:
1.
Division 15, Mechanical, Sections on piping and piping systems.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1.
Manufacturer shall have a minimum of five years of experience in the
production of substantially similar types of piping specialties specified and
shall show evidence of satisfactory service in at least five installations.
2.
Each type of piping specialty and accessory shall be the product of one
manufacturer.
1.3 SUBMITTALS
A. Descriptive submittals shall be made in accordance with Section 01300,
Submittals.
B. Coordinate these with Shop Drawings required for the piping systems.
C. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the
paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
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Chandler Heights Road Utility Relocations
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Refer to Division 15, Mechanical, Sections on piping and piping systems.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Couplings: Unless otherwise specified, piping 2-inches in diameter and larger
passing from concrete to earth shall be provided with two pipe couplings or
flexible joints as specified within 2 feet or one pipe diameter of the structure,
whichever is greater.
1.
Below-Grade Restrained Type Coupling:
a.
Pressure and Service: Same as connected piping.
b.
Material: ASTM A536 Ductile Iron.
c.
Gasket: Suitable for water service and specification 15050.
d.
Bolts and Nuts: Type 316 stainless steel bolts and nuts.
e.
Product and Manufacturer:
1) Per City of Chandler Approved Product List
2) No approved equal.
2.
Sleeve Type, Couplings:
a.
Pressure and Service: Same as connected piping.
b.
Material: Carbon steel for carbon steel and exposed ductile iron piping
systems, or stainless steel for stainless steel and buried or submerged
ductile iron piping systems.
c.
Gasket: Suitable for water service – NSF 61 Certified and specification
15050.
d.
Bolts and Nuts: Alloy steel, corrosion-resistant, prime coated. Buried
couplings shall have Type 316 stainless steel bolts and nuts.
e.
Harnessing:
1) Harness couplings to restrain pressure piping. Test pressures for
pressure pipelines shall conform to the requirements of Section
15050, Piping Systems.
2) Adjacent flanges shall be tied with bolts of corrosion resistant alloy
steel. Provide flange mounted stretcher bolt plates as shown on the
Drawings and to be designed by manufacturer, unless otherwise
approved by the ENGINEER.
3) Conform to dimensions, size, spacing and materials for lugs, bolts,
washers and nuts as recommended by manufacturer and approved
by ENGINEER for the pipe size, wall thickness and test pressure
required. However, the following minimum bolting shall be
provided, unless otherwise approved by the ENGINEER.
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Chandler Heights Road Utility Relocations
Pipe
Bolt
Diameter
Number
Diameter At
(Inches) of Bolts
(Inches)
(Degrees)
4
2
5/8
180
6-8
2
3/4
180
10-12
2
7/8
180 or 250
14-20
4
1
190
24-48
4
1
90
54
4
1
250
60
4
1-1/4
90
f.
Remove pipe stop, unless otherwise shown on the Drawings or
specified.
g.
Product and Manufacturer: Provide one of the following:
1) Type 501, Romac Industries.
2) Or equal.
3.
Flanged Adapters:
a.
Description: One end of adapter shall be flanged and the other end shall
have a sleeve type flexible coupling.
b.
Pressure and Service: Same as connected piping.
c.
Material: Cast iron or steel.
d.
Gasket: Suitable for water service, and specification 15050.
e.
Bolts and Nuts: Type 316 stainless steel.
f.
Harnessing:
1) Harness adapters to restrain pressure piping. Test pressures for
pressure pipe lines are included in the piping schedules in Section
15051, Buried Piping Installation.
2) For adapters 12-inch diameter and less, provide 1/2-inch minimum
stainless steel anchor studs installed in a pressure tight anchor boss.
Provide number of studs required to restrain test pressure and
service conditions. Harness shall be as designed and recommended
by manufacturer; however, the following minimum anchor studs
shall be provided, unless otherwise approved by ENGINEER.
a)
6-inch Diameter and Less: Two.
b) 8-inch Diameter and Less: Four.
c)
10-inch Diameter and Less: Six.
d) 12-inch Diameter and Less: Eight.
3) For adapters larger than 12-inch diameter, provide split-ring harness
clamps with a minimum of four Type 316 stainless steel bolts.
Harness assembly shall be as designed and recommended by
manufacturer. Dimensions, sizes, spacing, and materials shall be
suitable for service and conditions encountered and shall be
approved by ENGINEER.
4) Harness couplings to restrain pressure piping.
5) Test pressures for pressure pipe lines are included in Section 15051,
Buried Piping Installation.
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Chandler Heights Road Utility Relocations
6) Harnessing shall conform to the details shown on the Drawings.
g.
Product and Manufacturer: Provide one of the following:
1) Style FCA501, as manufactured by Romac Industries.
2) Style 128, as manufactured by Dresser.
3) Or approved equal.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install piping specialties and accessories in accordance with manufacturer's
instructions.
B. Make adjustments to expansion joints as required to ensure that they will be fully
extended when the ambient temperature is at minimum operating temperature and
fully compressed at maximum operating temperature for the system in which they
are installed.
++ END OF SECTION ++