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Legal approved 9/6/18 Rev. 4/8/2021
WA2008.401
Page 1 of 2
Loop 101 and 202 Freeway Waterline Rehabilitation CO 1
CITY OF CHANDLER
CHANGE ORDER NO.
1
DATE
09/08/2021
Change Order not valid until signed by both the City and the Contractor. Contractor’s signature indicates
agreement herewith, including any adjustments in the Contract Price or Contract Time.
Project Name:
Loop 101 and 202 Freeway Waterline Rehabilitation
Project No.:
WA2008.401
User Dept.:
Public Works & Utilities Department
NTP Date:
9/7/2021
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) / cost
breakdown (Exh. B), if needed)
OWNER NAME & DATE APPROVAL:
Gregg Capps 9/3/2021
Changes result in the following revised contract amount and time:
Original contract amount:
$2,333,877.75
Current contract amount, prior to this Change Order: (incl. previous Change
Orders)
$2,333,877.75
Net change resulting from this Change Order: (if over $50,000 from contract
amount previously approved by Council, Council approval is required)
$4,277,697.35
Revised contract amount, including this Change Order:
$6,611,575.10
Last contract amount approved by Council:
$2,333,877.75
Change Order % of last contract amount approved by Council: (if over 10%
of previous contract amount approved by Council, Council approval is required)
83%
Contract time or completion date prior to this Change Order: (incl.
previous Change Orders)
180
or
Days
Date
Net change resulting from this Change Order:
86
Days
Revised contract time OR completion date:
266
or
Days
Date
SIGNATURE PAGE TO FOLLOW
THE ABOVE IS AGREED TO BY:
Achen-Gardner Construction, LLC
9- 2 J- 202 I
CONTRACTOR
Date
Daniel J. Spitza I Vice President
Signer Email Address
For Change Orders of $50,000 or more, or 10% or more of last contract amount approved by Council:
MAYOR
Date
Recommended By:
Approved by
Council on:
Approved as to Form
(initials):
, lr2_. Andrew Goh, CIP City
-+-~~~1-1-~-'-----'-'--ry -
Engineer
City Attorney by:
Attest: City Clerk: __________ _
Date
E-copy:
Owner/ Project Mgr. / Orig.- City Clerk
Legal approved 9/6/18 Rev. 4/8/2021
WA2008.401
Loop 101 and 202 Freeway Waterline Rehabilitation CO 1
Date
Date
Page 2 of 2
INDEX OF EXHIBITS
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
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
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
Phase 2 is for the installation of the long‐lead materials already procured and for the remediation of the
existing 30‐inch potable water pipeline crossing the Loop 202 freeway and the existing 36‐inch potable
water pipeline that crosses the Price Road (Loop 101) freeway. This Phase 2 GMP also includes the more
minor materials related to the construction/implementation of the work.
EXHIBIT D2: COST MODEL FORM
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
Date: 30‐Aug‐21
Loop 101 & 202 Freeway Waterline and Sewer Rehabilitation
Amount
A. Cost of Work
A1 Cost of Work (self‐performed, subcontractors, suppliers no mark‐up)
$2,838,918.80
A2 Cost of Work (subcontractors, suppliers, materialmen)
TOTAL COST OF WORK:
$2,838,918.80
B. General Conditions
$330,156.40
$3,169,075.20
C. CM@Risk's Fee
$285,216.77
SUBTOTAL 2 (A + B + C):
$3,454,291.97
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$25,352.60
D2 Insurance
$61,796.97
$87,149.57
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$3,541,441.54
E. Sales Tax
E1 Sales Tax
$179,551.09
E2 Tax Credits
$0.00
$179,551.09
F. Approved Allowances
F1 Allowances
$525,834.58
$0.00
$525,834.58
G. Contingencies
G1
Construction Contingency
$30,870.14
G2
$0.00
$30,870.14
$4,277,697.35
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
EXHIBIT D2
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
TOTAL GMP PROPOSAL:
TOTAL ALLOWANCES:
TOTAL CONTINGENCIES:
CM@RISK GMP SUMMARY
Project Name:
Project Location:
City of Chandler Project No.:
Loop 101 & 202 Interchange
WA2008.401
SUBTOTAL 1 (Cost of Work) (A + B):
EXHIBIT D3: SCHEDULE OF VALUES
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
Page 1 of 3
CITY OF CHANDLER ‐ LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION CMAR PROJECT
08/30/21
PROJECT NO.: WA2008.401
PHASE 2 ‐ 90% GMP FOR INSTALLATION AND REMEDIATION
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3866102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
1
MOBILIZATION/DEMOBILIZATION
LS
1.0 $ 139,461.56
139,461.56
$
2
SURVEY
LS
1.0 $ 4,413.77
4,413.77
$
3
INSTALL 36‐INCH WATER SYSTEM PIPING & FITTINGS
LF
1,172.0 $ 749.34
878,226.48
$
4
INSTALL 30‐INCH WATER SYSTEM PIPING & FITTINGS
LF
1,855.0 $ 825.92
1,532,081.60
$
5
INSTALL 24‐INCH AND SMALLER WATER PIPE & FITTINGS
LF
49.0 $ 140.81
6,899.69
$
6
INSTALL CASING VENT PIPE
EA
2.0 $ 554.33
1,108.66
$
7
INSTALL NEW 36‐INCH GATE VALVES
EA
1.0 $ 2,142.18
2,142.18
$
8
INSTALL NEW 30‐INCH GATE VALVES
EA
2.0 $ 2,262.54
4,525.08
$
9
INSTALL NEW 24‐INCH GATE VALVES
EA
0.0 $ 2,262.53
‐
$
10
INSTALL NEW 12‐INCH GATE VALVES
EA
2.0 $ 501.63
1,003.26
$
11
INSTALL NEW 6‐INCH GATE VALVES
EA
1.0 $ 503.31
503.31
$
12
INSTALL PRECAST CONCRETE VAULTS
EA
9.0 $ 14,256.11
128,304.99
$
13
INSTALL 4‐INCH AIR/VACUUM RELEASE VALVES
EA
4.0 $ 6,916.31
27,665.24
$
14
REMOVE/SALVAGE EXISTING FIRE HYDRANT
EA
2.0 $ 1,026.14
2,052.28
$
15
INSTALL FIRE HYDRANT ASSEMBLIES
EA
2.0 $ 6,460.10
12,920.20
$
16
INSTALL VALVE BOX & COVER
EA
21.0 $ 591.71
12,425.91
$
17
GIS DOCUMENTATION
LS
1.0 $ 2,175.00
2,175.00
$
18
ABANDON/PLUG/GROUT FILL EXISTING 30‐INCH WL
LF
108.0 $ 172.70
18,651.60
$
19
REMOVE/REPLACE 36‐INCH GATE VALVE & ADD VAULT
LS
1.0 $ 64,357.99
64,357.99
$
SUBTOTAL ‐ DIRECT COST OF THE WORK (A1)
2,838,918.80
$
DESIGN DOCUMENT STAGE: 90% WILSON
EXHIBIT D3 ‐ SCHEDULE OF VALUES 90% GMP
\
EXHIBIT D3
Page 2 of 3
20
GENERAL CONDITIONS (B)
MO
7.0 $ 47,165.20
330,156.40
$
3,169,075.20
$
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
285,216.77
$
SUBTOTAL ‐ OVERHEAD AND FEE
285,216.77
$
3,454,291.97
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
(D2)
1.95% (Calc on RT #1)
61,796.97
$
10300
BONDS (PAYMENT & PERFORMANCE)
(D1)
0.80% (Calc on RT #1)
25,352.60
$
SUBTOTAL ‐ INSURANCE AND BONDS
87,149.57
$
3,541,441.54
$
10400
SALES TAXES (5.07% or 7.215% of 65% of Running Total No. 3 (E1)
5.070%
179,551.09
$
10450
ESTIMATED SALES TAX CREDIT (ALLOWANCE)(E2)
SUBTOTAL ‐ SALES TAXES
179,551.09
$
3,720,992.63
$
21
ALLOWANCES (F1)
AL
1.0 $ 525,834.58
525,834.58
$
22
CONSTRUCTION CONTINGENCY (G1)
AL
1.0 $ 30,870.14
30,870.14
$
SUBTOTAL ‐ ALLOWANCES AND CONTINGENCY (INCL MUs)
556,704.72
$
4,277,697.35
$
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 ‐ LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION CMAR P
08/30/21
PROJECT NO.: WA2008.401
PHASE 2 ‐ 90% GMP FOR INSTALLATION AND REMEDIATION
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3866102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY ITEM DESCRIPTION
QUANTITY
UM UNIT PRICE
TOTAL
20.1
PROJECT SUPERINTENDENT (JACOB
GAMBOA)(ASSISTANT SUPERINTENDENTS AS
NEEDED TBD BASED ON AVAILABILITY)
1,232.00
HR
107.90
132,932.80
20.2
PROJECT MANAGER (CHRISTIE HALL)
616.00
HR
107.90
66,466.40
20.3
PROJECT ENGINEER (CASEY PEERY)
1,232.00
HR
85.85
105,767.20
20.4
ICE AND WATER
7.00
MO
220.00
1,540.00
20.5
BUY CONSTRUCTION WATER
7.00
MO
3,350.00
23,450.00
GENERAL CONDITIONS (DIRECT COSTS)
330,156.40
20
MONTHLY GENERAL CONDITIONS
7
MO
47,165.20
NOTE
See Main Schedule of Values Pay Item 20 for GCs
DESIGN DOCUMENT STAGE: 90%
WILSON
PAY ITEM 20 ‐ GENERAL CONDITIONS DETAIL
Exhibit D3
Page 3 of 3
CITY OF CHANDLER ‐ LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION CMAR PROJECT
08/30/21
PROJECT NO.: WA2008.401
PHASE 2 ‐ 90% GMP FOR INSTALLATION AND REMEDIATION
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3866102
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
21.1
LANDSCAPING RESTORATION
AL
1.0
86,000.00
$
86,000.00
$
21.2
TRAFFIC CONTROL
AL
1.0
20,320.00
$
20,320.00
$
21.3
SWPPP
AL
1.0
29,520.00
$
29,520.00
$
21.4
OFF‐DUTY OFFICER (ALLOWANCE)
HR
40.0
100.00
$
4,000.00
$
21.5
REMOVE/REPLACE ADOT CONCRETE CULVERT
AL
1.0
15,000.00
$
15,000.00
$
21.6
REMOVE/REPLACE CHAIN LINK FENCE
AL
1.0
6,000.00
$
6,000.00
$
21.7
REMOVE & REPLACE EXISTING MASONRY WALL (MAK
EQUIPMENT)
AL
1.0
30,000.00
$
30,000.00
$
21.8
PRIVATE PROPERTY ACCESS / RIGHT OF ENTRY AGREEMENT
(MAK EQUIPMENT)
AL
1.0
50,000.00
$
50,000.00
$
21.9
PROTECT EXISTING UTILITY
AL
1.0
45,000.00
$
45,000.00
$
21.10
PRE‐SURVEY CASING
AL
1.0
25,000.00
$
25,000.00
$
21.11
REMOVE EXISTING ENCASEMENT IF PRESENT AROUND THE
SEWER
AL
1.0
12,000.00
$
12,000.00
$
21.12
REPLACE VALVE SEALS
AL
1.0
75,000.00
$
75,000.00
$
21.13
90% TO FINAL DESIGN REVISIONS
AL
1.0
50,000.00
$
50,000.00
$
447,840.00
$
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
40,305.60
$
SUBTOTAL ‐ OVERHEAD AND FEE ©
40,305.60
$
488,145.60
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95% (Calc on RT #1)
8,732.88
$
10300
BONDS (PAYMENT & PERFORMANCE)
0.80% (Calc on RT #1)
3,582.72
$
SUBTOTAL ‐ INSURANCE AND BONDS
12,315.60
$
500,461.20
$
10400
SALES TAXES (5.07% or 7.215% of 65% of Running Total No. 3
5.070%
25,373.38
$
10450
ESTIMATED SALES TAX CREDIT (ALLOWANCE)
SUBTOTAL ‐ SALES TAXES
25,373.38
$
525,834.58
$
NOTE
ALLOWANCES ARE ESTIMATES
TOTAL ALLOWANCES (SEE MAIN SCHEDULE OF VALUES PAY ITEM 21)
SUBTOTAL ‐ DIRECT COST OF THE ALLOWANCES
PAY ITEM 21 ‐ SCHEDULE OF 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
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
Wilson Engineers Loop 101 and 202 Freeway Waterline Rehabilitation 90% plan set, Project No.
WA2008‐201 dated July 2021.
Wilson Engineers Geotechnical Evaluation, Loop 101 and 202 Waterline and Sewer
Rehabilitation Chandler, AZ dated March 25, 2021, Project 606554001.
Wilson Engineers Technical Specifications final Submittal for City of Chandler Loop 101 and 202
Freeway Waterline Rehabilitation, City Project No. WA2008‐201, dated July 2021.
Executed Pre‐construction Services Contract with Achen‐Gardner Construction, LLC and the City
of Chandler for the Loop 101 and 202 Freeway Waterline and Sewer Rehabilitation CMAR
Project; City of Chandler Project No. WA2008.251.
EXHIBIT D5: CLARIFICATIONS AND ASSUMPTIONS
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
Page 1 of 2
NOTE: This GMP is based on the following clarifications and assumptions.
1. Fee Exclusions: GMP excludes all costs associated with City and/or ADOT permit and plan review
fees, Quality Assurance (QA) (i.e. City/ADOT 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 D2) is defined by the
individual work/pay items plus fee structure, and markups (re: Exhibit D2, Items 10100 through
10400). 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 D2) will apply to Change Orders
and/or Extra Work, allowances, and contingencies. 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. As requested by the City, the 36‐inch water line is the priority and construction will start on this
segment first allowing us to place this segment back in service first. Work on the 30‐inch water line
will start concurrently, but completion and placement of this segment back in service will occur
following the 36‐inch water line.
4. 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
and not per the specifications in Section 4.2.7.1 and 4.2.7.2.
5. 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 seven‐month project duration. Therefore, the
Mobilization/Demobilization Pay Item shall be invoiced monthly based on the seven (7) month
project duration.
6. 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.
7. Casing Inspection and Remediation: This Proposal excludes any type of structural evaluation and/or
remediation of the casing with the exception of cleaning out the existing decaying skids and loose
debris. Achen‐Gardner will visually inspect the case upon removal of the existing pipe and cleaning
out the debris.
8. Final, For‐construction Plans and Technical Provisions: Funds required for revisions made between
the 90% and final design documents shall come from Owners Allowance.
9. Pre‐survey Casing Allowance: This item shall provide for a visual survey utilizing a pipe laser to
confirm uniformity of the invert of the existing casings. This Proposal excludes any type of structural
remediation of the casing including costs to repair or revise the casing.
EXHIBIT D5
Page 2 of 2
10. Valve Seals Allowance: Lead time for seals would require immediate purchase in order to have them
available (on‐hand) at the time the work is being performed and in the event they may be needed.
11. Agency Review Plan Set – AGC Comments/Wilson Responses:
In regards to Construction Note 3 on Sheet C‐6, should this be listed at a 30‐inch gate valve on
not a 36‐inch gate valve? There is a reducer shown on the plans prior to entering the vault.
Also, this valve is listed as a 30‐inch valve on the 60% design plans. Yes, Keynote 3 on Sheet C‐6
is a 30‐inch valve. The note will be updated. There is a reducer 30”x36” prior to entering the
vault.
In regards to Construction Note 17 on Sheet C‐6, is the 48‐inch sanitary sewer already encased
or are we to encase the sewer pipe during construction. Achen to field verify if encasement is
present for the sewer line, As‐built do not show any encasement. As per the as‐builts the
separation between the 48‐inch sewer and the new 36‐inch DIP is 4 feet which meets MAG
requirement of vertical minimum separation of 2 feet. However, if during construction we find
that the separation is less than the 2‐ft (because we did not pothole and are using manhole
invert data) there may be a need to encase during construction per MAG section 610 and
detail 404. We would recommend to carry this cost as an allowance item. There is a 12‐inch
forcemain on the same sheet C‐6 next to 48” sewer which does not meet the MAG
requirements. The design plan shows encasement of both 36‐inch DIP waterline and 12‐inch
forcemain in this area.
In regards to Construction Note 4 on Sheet C‐10, will a valve box and cover be required for the
2‐inch saddle connection? There is an existing 2‐inch ball valve and a gate valve on the existing
copper line. If we replace the valves during construction while connecting the line we should
provide the valve box and cover or reuse existing. (See as‐built attached)
In regards to Specification Section 01025 Measurement and Payment, Part 3 Execution, A.6
Restrained Pipe Cap and Flushing Pipe, I thought we had discussed removing this item as it does
not pertain to materials permanently installed on the project. Was this item intended to be for
the casing vent pipes? Please provide clarification and advise on how to proceed. This
discussion might have happened between the City and Achen. Wilson will reach out to the
City to clarify if the Restrained Pipe Cap and Flushing Pipe shall be removed from the
Measurement and Payment specification.
What is the warranty expectation regarding the relocated valves on this project? Wilson needs
to discuss this with the City. We would recommend to carry a cost to replace seals or fix if
they do not hold water. We assume since they are new they are in pretty good condition. I
would assume the warranty is expired after 12‐months and can not be extended.
In regards to Construction Note 15 on Sheet C‐10, is the 12‐inch forcemain already encased or
are we to encase the forcemain during construction. See comment 2 above. Based on pothole
information received from Achen the 12‐inch forcemain barely meets the 2 feet vertical
minimum separation from new 30‐inch DIP as required by MAG. The sewer and water line
needs encasement per MAG section 610 and detail 404.
EXHIBIT D6: SUBCONTRACTOR AND SUPPLIER SOLICITATION DOCUMENTATION,
AWARD RECOMMENDATIONS, AND QUOTES
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
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.
SCOPE OF WORK /
MATERIAL
SUBCONTRACTOR/SUPPLIER
NAME
BID (B)
NO BID
BID AMOUNT
SELECTION NOTES
RECOMMENDATION
Adjustments
Spear Construction Co., LLC
B
2,925.00
$
Lowest qualified bidder
Recommended
Adjustments
Arizona Road Specialties
B
4,500.00
$
Adjustments
On It Construction
NB
Adjustments
Specialty Companies Group
NB
Disinfection
Statewide Disinfection
B
3,057.00
$
Qualifications based; limited
companies. Quality Service
Recommended
Drilling
Keller North
B
51,000.00
$
Only qualified bidder
Drilling
Basic Drilling Co.
NB
Recommended
Drilling
Hark Drilling Inc.
NB
Grout
Action Pump
B
2,550.00
$
Lowest qualified bidder
Recommended
Grout
Cell‐Crete Corp
B
12,300.00
$
Painting/Coating
PPS Coatings
B
20,553.00
$
Lowest qualified bidder
Recommended
Painting/Coating
A‐O Painting, Inc.
B
37,095.00
$
Painting/Coating
Murphy Industries
B
54,700.00
$
Redi Mix
Arizona Metro Materials
B
209,672.00
$
Lowest qualified bidder
Recommended
Redi Mix
Hanson Cement Group
B
216,411.00
$
Redi Mix
CalPortland
B
239,684.00
$
Redi Mix
Diamondback Materials
NB
Project site too far
Sawcutting
Blade Runners
B
Lowest qualified bidder;
Recommended
Sawcutting
All Cut
NB
however, multiple sawcutters will
Recommended
Sawcutting
Modern Concrete Cutting
NB
be utilized based on availability.
Does not core
Survey
EPS Group
B
5,340.00
$
Utilized for potholing during pre‐
construction. Pre‐qualified for
construction.
Recommended
Welding
Sonoran Sales
B
27,695.00
$
Very specialized; limited bidders
Recommended
Welding
Professional Piping Systems (PPS)
NB
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:30 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
ADJUSTMENT SUB
ADJUST
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6233628400
Spear Constructi
SPEARCONSTRU
Unit Price
4805580331
Arizona Road Spec
ARIZONAROADS
Unit
Quan
Desc
Resource
Activity
Bid
EA
9.00
SUB VALVE BOX ADJUSTMENT
4ADJ
3021010
16000
325.0000
500.0000
Plugged Amount
Quoted Amount
0
2,925
0
4,500
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
Totals
2,925
4,500
Diff From Plug
2,925
4,500
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
On It Construction - No Bid
Specialty Companies Group - No Bid
SPEAR Construction Co., LLC
Kelly Lewis
PH 623‐362‐8400
PO Box 10506
FAX 623‐362‐8406
Glendale, AZ 85318
ITEM
NO
DESCRIPTION
UNITS
QUANTITY
BID PRICE/PER
UNIT
BID AMOUNT FOR
ITEM
Adjust Water Valve frame and Covers MAG Det 270
EA
7
275.00
$
1,925.00
$
Short Pour Concrete Charge
EA
1
350.00
$
350.00
$
2,275.00
$
Includes 1 Mobilization for prelower and 1 mobilization for adjustments
Minimum Jobsite Call Charge $950
Additional Cost FOR Concrete Removal on Prelowe
EACH
50.00
$
Testing, Permits (U.N.O.), Sales Tax, Bonds, Retention, and Traffic Control
Prevailing wages, NIGHT and WEEKEND MOBILIZATIONS, Hardware
Adjustments in Concrete, landscape and Paver areas (unless noted otherwise)
Core drill or removal and replacement for items in asphalt or concrete
OFFSITE SIGNAGE
Unit Price Bid
EXCLUSIONS
ADDITIONAL COST
ROC 219435
PRICING GOOD FOR 1 YR
June 23, 2021
CHANDLER, AZ
Chandler Loop 101/202 Freeway Waterline Rehab
Total Construction Estimate
kellylewis@speararizona.com
I added the short pour concrete charge to the unit price$2,275.00 / 7 EA = $325.00 EA
Estimate
Date
6/17/2021
Estimate #
2118
Name / Address
ACHEN GARDNER CONSTRUCTION LLC
550 SOUTH 79 TH ST
CHANDLER, AZ 85226-4706
3175 W Houston Ave
Apache Junction, Az 85120
PHONE: 480-558-0331
FAX: 480-558-0328
Project
EXCLUDES:PERMITS,TAX,BONDS,TRAFFIC CONTROL,HARDWARE,NIGHTS &
WEEKENDS,PRICE GOOD FOR 3 MONTHS
Total
Subtotal
Sales Tax (0.0%)
Accepted By (Signature):
Print Name:
Date:
Description
Qty
Cost
Total
PROJECT: CHANDLER LOOP 101/202 FREEWAY
WATERLINE REHAB
PROJECT LOCATION: CITY OF CHANDLER
WATER VALVE TYPE C ADJUSTMENT PER MAG 391-1
7
500.00
3,500.00
EXCLUDES DAVIS BACON WAGES
ONE MOBILIZATION
PRICE VALID THROUGH APRIL 2022
$3,500.00
$3,500.00
$0.00
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:32 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
DISINFECT
DISINFECT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4809818859
Statewide Disin
STATEWIDEDIS
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LF
1,172.00
SUB DISINFECT 36" DIP WATE
4DISINFECT
3021320
3000
1.0000
0.0000
LF
1,885.00
SUB DISINFECT 30" DIP WATE
4DISINFECT
3021320
4000
1.0000
Plugged Amount
Quoted Amount
0
3,057
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
3,057
Diff From Plug
3,057
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Specialty Sub - Limited Companies That Perform This Work
Licensed - Insured - Bonded
ROC 254901 Plumbing ROC 202634 Disinfection AWWA standards
Physical address: 344 S Hawes Rd. Mesa, AZ 85208
This estimate/invoice is subject to change from initial scope of work if actual measurements, standby time
or other factors beyond the control of Statewide Disinfection Services and may be adjusted at final invoice.
Estimate pricing expires in 30 days
Statewide Disinfection Service, Inc.
PO Box 20555
Mesa, AZ 85277-0555
+1 4809818859
www.statewidedisinfectionservice.net
ADDRESS
Achen Gardner Construction
550 South 79th Street
Chandler, AZ 85226-4706
Estimate 2107
DATE 06/15/2021
P.O. NUMBER
ORDERED BY
480 403 9452
Audy Mortensen
DATE
ACTIVITY
QTY
RATE
AMOUNT
Disinfection Per Foot
for the Chandler Loop 101 / 202 Freeway
Waterline. 1172 foot of 36 inch DIP and 1822
foot of 30 inch DIP .
2,994
1.00
2,994.00
Thank You
Jim
TOTAL
$2,994.00
Accepted By
Accepted Date
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:34 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
DRILL
DRILL
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4805696000
Keller North A
KELLERNORTHA
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
1.00
SUBCONTRACTOR MOBILIZA
4DRILLMOB
2102110
1000
11,000.0000
0.0000
EA
1.00
SUBCONTRACTOR MOBILIZA
4DRILLSITE
2102110
1000
9,000.0000
0.0000
DY
5.00
SUB DRILL FOR SLIDE RAIL P
4DRILLRAIL
3021110
40000
6,200.0000
Plugged Amount
Quoted Amount
0
51,000
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
51,000
Diff From Plug
51,000
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Basic Drilling Co - No Bid
Hark Drilling Inc.- No Bid
1
Andy Mortensen
From:
Martinez, Pedro <Pedro.Martinez@keller-na.com>
Sent:
June-24-21 12:41 PM
To:
Andy Mortensen
Subject:
Loop 101 & 202 Drilling Only
Attachments:
Chandler Loop 101 and 202 Freeway Waterline Rehab - Drilling Only - Keller North
America.pdf
Good Afternoon Andy,
Please see the attached quotation for the Loop 101 & 202.
We would anticipate we could drill the two areas in approximate 5 days. The duration of the drilling is directly linked to
the soil conditions. If the soil conditions are different than the anticipated (boring logs B‐1 to B‐4) or any obstructions
are encountered, it could delay our drilling duration. We didn’t include a 12K forklift to unload and upload our
equipment from haul trucks. We need that support from your end.
Thanks,
Pedro Martinez - Project Engineer
Keller – North America
4050 E. Cotton Center Blvd. Suite 10 Phoenix, AZ 85040
t: 813-431-0733
e: pedro.martinez@keller-na.com
keller-na.com | LinkedIn
keller-na.com
Keller North America, Inc.
4050 E. Cotton Center Blvd. Suite 10
Phoenix AZ, 85040
t: 480-569-6000
f: 480-569-6009
Equal Opportunity Employer – Minorities/Females/Disabled/Veterans
June 24, 2021
Keller OP0009845
Anchen-Gardner Construction
550 South 79th
Chandler, AZ 85226
Attention:
Andy Mortensen – amortensen@achen.com
Subject:
Chandler Loop 101/202 Freeway Waterline Rehab – Drilling Only Shafts
Loop 101 and 202
Chandler, AZ
Drilling Only Shafts - Budgetary Quotation
Keller North America, Inc. (Keller) is pleased to offer this budgetary quotation to provide only the drilling
operation of the shafts at the above referenced site. This budgetary quotation includes our scope of work,
assumptions, estimated schedule, pricing, and our General Terms and Conditions which would become
part of any contract between us.
HAYWARD BAKER INC. & CASE FOUNDATION ARE NOW KELLER
As of January 1, 2020, North America Keller companies Bencor, Case Atlantic, Case Foundation, Hayward
Baker, HJ Foundation, Keller Canada, McKinney Drilling and Moretrench have joined together and
rebranded to Keller. Keller is the world’s largest independent ground engineering specialist, providing
technically advanced and cost-effective foundation solutions to the construction industry. With annual
revenues of around $2.4 billion, Keller has approximately 10,000 staff worldwide, is capable of offering
full Design-Build or Design-Bid-Build services for any geotechnical construction application and has a
bonding capacity for single projects up to $100 million. Keller has an excellent safety record and is
committed to executing every project safely and efficiently.
PROJECT UNDERSTANDING
This budgetary quotation is based on the following:
➢ Drilled Shaft Location Map (diameter, depths & quantities) sent by email on June 14, 2021.
➢ Clarification of the scope of work sent my email on June 23, 2021.
➢ Geotechnical Report by Ninyo & Moore dated March 21, 2021.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
SCOPE OF WORK
Keller will provide personnel and equipment to drill eight (8) shafts (2.5’ x 32’) EA from approximately
existing grade elevation or as mutually agreed.
BUDGETARY QUOTATION
Single Rig
Mobilization
(EA)
$11,000.00
Drilling Operation
(Daily Rate)
$ 6,200.00
Onsite Mobilization
(EA)
$ 9,000.00
SCHEDULING CONSIDERATIONS
Drilling Operations
Keller estimates that the drilling operation will be working 10 hours per day, Monday through Friday. The
project schedule and sequencing must be mutually agreed upon. Based upon the information provided to
Keller we understand the work is to start approximate November 2021. The project schedule and
sequencing must be mutually agreed upon.
SCOPE ASSUMPTIONS AND CLARIFICATIONS
Drilling Operations
Keller’s budgetary quotation is based upon the following assumptions and clarifications:
1. All work can be completed in a single mobilization without delay in continuous fashion. Any delays
beyond the control of Keller, including delays due to site access, out of sequence moves, lack of
site preparation, or obstructions, would be billed at the daily rate.
2. This budgetary quotation is based on working hours and schedule as described above. Any
additional premium time portion of overtime work required will be charged as extra work and will
include audited overhead and profit.
3. Today’s best quoted material and fuel prices. The price at the time of delivery of material and fuel
may be higher and any price escalation that occurs will be paid by others;
4. Site access:
a. Drilled shaft excavation will be performed from the design top of shaft elevation.
b. A minimum clearance of 72-inches must be provided from center of drilled shaft to any
existing lateral obstruction.
c. Work platform shall be a minimum of 60ft. x 100ft. extending a minimum of 10-feet
beyond drilled shaft. Unlimited headroom in the work area unless noted otherwise in this
budgetary quotation.
5. Where noted above, we anticipate “dry-hole” drilling conditions in every shaft location. Our
budgetary quotation excludes any shaft stabilization, including “wet-hole” (polymer) techniques
and casing.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
6. The work covered by this budgetary quotation may, by its nature, cause some unavoidable earth
movement that could damage surrounding utilities, pavement or structures. Because any such
movement and consequent damage is inherent in the nature of the work, Keller cannot be liable
for or indemnify against any unavoidable earth movement and its results. Keller will only accept
responsibility for earth movement caused by its negligence, or failure to follow generally accepted
procedures of the industry.
7. The access for the equipment to the work area must be clear and uninterrupted.
8. Keller will drill 30” diameter shafts at all locations (area 1 & area 2).
9. Keller will not be responsible for any beam installation.
*If these are modified in any way, our budgetary quotation may require modification.
SCOPE EXCLUSIONS
In addition to the items listed Section A of our General Terms and Conditions, Keller’s scope of work
specifically excludes the following items. Work by “others” shall be performed at no cost to Keller.
1. Safe and suitable access for all equipment, material deliveries, and trucking moving under their
own power to and from the work area. Access shall include furnishing and maintaining a dry,
level, stable working platform at all shaft locations for a conventional track drill rig and all support
equipment, including all adequate ramps, temporary roads and stabilization of sub-grades,
structures, and utilities, and protection of existing improvements as required. The use of steel
sheets or crane mats is specifically excluded and will be charged as extra work if required. Keller
has not included any cost or design measures to improve subgrade conditions related to access.
2. Daily maintenance of the working pad will be required to remove spoils material and restore
working grades. This shall be provided by others without interfering with Keller’s progression of
work and at no cost to Keller.
3. Furnishing and placing 2-sack grout to control caving and sloughing in shaft excavations, as
required.
4. One forklift to unload and upload Keller equipment from haul trucks will be provided by others.
5. Dewatering and control of ground and surface water on site of any kind so that our work can be
carried out in the dry.
6. Site access to allow for daily material deliveries with no backing required.
7. Provision of unlimited headroom within the work area.
8. An area shall be provided on site, adjacent to Keller’s work, for its equipment, storage yard,
workshop and site office(s). A 100 ft. x 200 ft. staging area for Keller material and equipment
must be provided near the work area without crossing roads or railroad tracks.
9. Location, removal, relocation, protection and monitoring of any existing utilities, either above or
below ground that may interfere with the installation of our work. Any overhead powerlines
closer than the limits as defined by OSHA are expected to be deenergized, protected, or removed
to allow for the safe installation of work unless otherwise noted in this budgetary quotation.
10. Vibration, noise and settlement monitoring.
11. Dust Control will be provided by others.
12. Protection/restoration of all nearby structures, surfaces, hardscapes, etc., including any grading
or patching.
13. Layout and as-built drawings, elevation stakes, cut staking, center staking and offsets prior to and
during drilling for each pile must be provided by others and continuously maintained. All grade
stakes to include “cut to top of steel” and “cut to top of concrete” elevation information.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
14. Continuous removal and disposal of all materials, including spoils, groundwater, drilling fluids
(including holding tank laitance) generated by the drilling operation. Spoils from shafts will be
managed by others.
15. Any work or costs as they pertain to encountering, handling, removing or disposing of
contaminated soils.
16. Any SWPPPs, BMPs, TESC, etc.
17. The removal of and costs due to obstructions such as, but not limited to, concrete, timber, wire,
steel, masonry, pipelines, cobbles and boulders, etc. which interfere with the drilling operation of
our work.
18. Permits (except for trucking permits), fees, taxes, and bonds. Any Public Way Work License must
be obtained and paid for by others. Keller can provide bonding at a cost of $4/$1000.
19. Costs associated with project specific accounting/billing software.
20. Liquidated damages, delay damages or other time related penalties arising from the work.
21. On-site sanitary facilities for the use of Keller employees.
22. Furnishing of concrete and reinforcement cages will be provided and installed by others.
23. Shaft stabilization with steel casing, unless otherwise noted in this budgetary quotation.
24. Hole covering (not plywood) and protection.
25. Payment for materials ordered and stored on-site or off-site must be made within 30 days from
supplier invoicing. Any storage fees incurred by Keller will be paid for by others. Keller will not
provide insurance for stored materials. If insurance is required on the stored materials it will be
provided for an additional cost paid for by others.
26. Furnishing and maintenance of trash bins/ dumpsters
27. All MSHW requirements.
28. Any work not specifically included.
SUMMARY
We thank you for the opportunity to submit this budgetary quotation and look forward to working with
you on this project. We trust that our extensive experience drilling and installing Drilled Shafts will help to
ensure a successful project. Should you have any questions regarding any of the information contained in
this budgetary quotation please do not hesitate in contacting us at 602-454-0988.
Sincerely,
Keller North America, Inc.
Pedro Martinez
Project Engineer
Attachments: General Terms and Conditions
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
GENERAL TERMS AND CONDITIONS
The following terms and conditions are part of Keller’s Budgetary Quotation, unless otherwise specified
above.
A. FACILITIES BY OTHERS
The following facilities and services are to be provided to Keller by others free of all costs to Keller:
Cleanup: Dumpsters, waste containers and disposal for all waste and debris generated from Keller’s work.
Street cleaning and wheel wash facilities.
Confined Space Operations: All time and costs associated with confined space training and operations.
General Contractor to provide safe access for Keller personnel, appropriate lighting, ventilation and other
required safety measures including stand-by/rescue personnel and equipment.
Electricity: Electric Service within 100 feet of Keller's operations rated at 110 volts/50 amps.
Engineering: All plans, specifications and designs necessary for the work, unless otherwise specified
herein.
Site Access: Preparation and maintenance of clear, well drained, uninterrupted access ways and level
working platform suitable for Keller equipment moving under its own power. Access includes unlimited
overhead clearance and adequate ramps at suitable levels and should be available to us at the time and
to the extent necessary to suit our operations.
Site Work: The work under this budgetary quotation does not include any excavation, grading or sealing
work required on the site to establish a working platform or to restore the site to the original or finished
grade. All such work is to be furnished by others in a timely manner, so as not to impede the progress of
the work or cause damage to the finished work.
Spoil Removal: All handling and disposal of solid and liquid waste materials resulting from the work. Note
that grout/cement waste may have high pH and Contractor should handle and dispose of this material
appropriately and in accordance with local and state codes.
Site Security: Provide a secure site by means of fencing, lights and night watchmen, as required, including
nights and weekends.
Lighting: Reasonable site lighting for safe work and site security.
Traffic Control: All pedestrian and vehicular traffic control including signs and barricades, if and when
required for our work and equipment and material deliveries.
Noise and Dust Control: Provide and maintain noise abatement measures/devices (e.g. sound walls), if
required. Provide and maintain ventilation and/or dust control barriers etc., if required.
Staging/Laydown Area: An area shall be provided on-site, adjacent to the work, for Keller's equipment,
material storage, workshop, and site office(s). On-site parking for all Keller corporate vehicles.
Support and Protection of Adjacent Structures: Support and protection of adjacent structures and utilities
is not included in Keller’s scope of work. The Owner/General Contractor is obligated to notify adjacent
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
property owners and utility companies in accordance with local laws and to ensure that such structures
are protected.
Utilities: All existing above and below ground utilities, which may be affected by the work, shall be located
and exposed, probed, removed, or relocated. The extent and location of adjacent utilities and services
left in place shall be clearly and accurately marked out on site and shown to an Keller representative prior
to the commencement of work. Keller cannot accept responsibility for any damage to any such utilities not
thus indicated. Furthermore, it is possible that damage may occur because of heave, settlement or intrusion
caused by grout material due to the unforeseeable condition of the ground or utility. For this reason, Keller
cannot accept responsibility for damages thus caused. The General Contractor shall contact the underground
service locating organization as required.
Layout: Any survey and field layout necessary to perform our operations. Any post construction survey
of Keller's work shall be performed by others.
Sanitary Facilities: On-site sanitary facilities for the use of Keller employees.
Permits and Easements: All permits and easements required to legally perform the work.
Site Yard: An area shall be provided on site, adjacent to our work, for our equipment, storage yard,
workshop, and site office.
Obstructions: Delays and costs resulting from manmade or naturally occurring obstructions are excluded
Testing & Inspection: Required instrumentation, movement monitoring, site/building condition surveys,
laboratory or field materials testing or construction/materials inspection services beyond those which are
included under Scope. Existing condition surveys of buildings, utilities, and facilities shall be taken after
site preparation/demolition and prior to commencement of Keller’s work.
Water Supply: Clean potable water supply at hydrant pressure and flow provided within 50ft of our work.
Restoration and Protection: Protect and restore all pavements, surfaces, finishes, landscape, hardscape,
utilities, or any other element, directly or indirectly affected by our work.
Vibration Liability: Keller cannot accept any liability for disturbance to existing structures and their inhabitants
on or near the site. Keller requires that the Owner and Contractor indemnify Keller against any and all claims
for such disturbances and also take precautions as necessary to avoid any such claims. This may include
vibration monitoring, excavating trenches around the affected area, etc.
Water Control: All work necessary to control and maintain the site and excavation free of ground or surface
water problems as they relate to Keller's operations. Controls to prevent surface water and subsurface or
groundwater from accumulating in and on project site and surrounding area. Local disposal of wastewater
created by Keller's operations.
B. PROGRESSION OF WORK
Keller's budgetary quotation is based upon carrying out the work in an unobstructed manner, with working
hours as described in the schedule section of this budgetary quotation, in a single uninterrupted visit to
the site. Delays or suspensions of Keller's operations which are due to reasons not within the control of,
or not caused by the fault of Keller, shall be compensated at the standby rate shown in our budgetary
quotation for each unit.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
C. PAYMENT TERMS
1.
Progress payments will be submitted monthly and shall be payable within 30 days of the invoice
date.
2.
All amounts due, will be paid in full within 30 days of completion of Keller's work regardless of the
anticipated project completion date. NO RETENTION SHALL APPLY.
3.
An interest charge of 1 percent per month and all costs of collection, including reasonable
attorney’s fees and court costs, will be added to overdue accounts.
4.
In the event payment is withheld for reason not the fault of or within the direct control of Keller
then payment shall be made at the time and in the amount originally scheduled.
D. OTHER CONDITIONS
Standard Term of Subcontract: Our budgetary quotation is based upon performing the Work under a
standard form of contract (either AIA form A401 or AGC form 640), or purchase order, with this budgetary
quotation as the prevailing contract document.
Contract Documents: Information used to prepare this budgetary quotation has been furnished to Keller
by the Owner/General Contractor or representative of either or both. If conditions are not in accordance
with the information furnished, the recommended procedures, scope of work, and price of this budgetary
quotation may not necessarily apply. The responsibility for delays or liabilities incurred by conditions
other than represented shall be borne by the Owner/General Contractor. Keller assumes no legal liability
for the design accuracy of the contract documents.
Arbitration: Any controversy or claim arising out of or relating to this agreement, except for actions to
enforce mechanics’ lien or payment bond claim rights, shall be settled by arbitration in accordance with
the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon
the award rendered by the arbitrator(s) may be entered in any court having jurisdiction. Arbitration
proceedings shall take place in Chicago, Illinois. The law governing the interpretation of this Agreement
shall be the law of the state of Illinois.
Backcharges or Claims: For services provided by the Owner/General Contractor to Keller, back charges
and/or claims are not valid unless a change order is agreed to and signed by a properly authorized
representative of Keller.
Tax Exempt Project: All sales and use taxes are excluded unless otherwise noted above. Owner/General
Contractor to forward project specific tax-exempt certificate, prior to start of work.
Hazardous Material: In the event that Keller encounters any material on the site, as defined in 29CFR1910,
which has not been rendered harmless, Keller shall immediately stop work in the area affected and report
the condition in writing to the Owner and Engineer. To the fullest extent permitted by law, the Owner
and Contractor shall indemnify and hold harmless Keller, their agents, consultants, and employees from
and against all claims, damages, losses and expenses, including but not limited to attorney fees arising out
of or resulting from performance of the work in the affected area.
Bonds: The cost of a bond premium is not included in our contract price.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
Liquidated Damages: Keller shall not be liable or responsible for any liquidated damages, delay damages,
or time-related penalties arising from the work.
Changed Conditions: If the ground, structure, or site conditions differ from those offered at the time of
bidding and referred to in this budgetary quotation, Keller reserves the right to obtain an equitable price
adjustment to compensate for extra work and impacts as a result of the changed condition.
Changes by Others: Keller will be compensated for additional engineering services or additional costs
resulting from changes made by others to our design, construction methods, or scope of work.
Confidentiality: All specifications, drawings and technical data submitted by Keller are to be treated as
confidential and shall not be disclosed to any third party without express written consent of Keller. Such
information shall remain Keller's property and be returned to Keller upon demand.
Copyright: Any design or budgetary quotation prepared and furnished by Keller including any Value-
Engineering budgetary quotation or budgetary quotation for alternative designs, means, and/or methods
(collectively, “Designs”), have been prepared based upon, and in anticipation of, Keller performing the
work called for in such Designs. As such, the Designs are specifically tailored for Keller’s purposes and
have been prepared for exclusive use by Keller. Owner and Contractor shall not use or control Designs
without the prior written consent of an authorized representative of Keller, and then only as absolutely
necessary to perform such permitted use. The Designs are subject to protection under the Copyright Act
of 1976 and Architectural Works Copyright Protection Act of 1990. Owner and/or Contractor shall not
copy, reproduce, emulate or model the Designs or disclose, publish or disseminate the Designs to any
third party without the prior written approval of an authorized representative of Keller. Keller is and shall
continue to be the sole owner of the Designs.
Liability: No liability can be accepted by us, nor shall we accept as in any way our responsibility defects of
any kind whatsoever arising from a cause which is outside our immediate control or knowledge, or for any
fault in the junction between our work and subsequent work carried out by others.
Indemnity: Subject to the terms of the Liability Clause above, and to the correct soil conditions having
been provided to us prior to our work, we shall indemnify and hold harmless the Owner and Architect and
their agents and employees from and against all claims, damages, losses and expenses, including
attorneys' fees, arising out of or from the performance of the work, provided that any such claim, damage,
loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction
of tangible property (other than the work itself) including the loss of use resulting therefrom, and (2) is
caused in whole or in part by any negligent act of Keller, its Subcontractor, anyone directly or indirectly
employed by anyone of them or anyone for whose acts any of them may be liable. Regardless of whether
or not it is caused in part by a party indemnified hereunder, the limit of our Liability shall be $1,000,000.00.
Notwithstanding this article Keller shall be responsible to defend, indemnify, insure, and hold harmless
only to the extent of its negligence. Notwithstanding all articles, which include indemnity and insurance
obligations, Keller shall indemnify, hold harmless, defend and insure Contractor and other named parties
only to the extent of the negligence of Keller.
Force Majeure: Keller cannot accept any liability for default or delay in the completion of the work when
caused by strike, riot, war, or Act of God or other similar circumstances beyond Keller's control.
Loop 101 & 202 Freeway
June 24, 2021
Chandler, AZ
Keller OP0012457
MBE/WBE/DBE/SBE: Keller excludes all MBE/WBE/DBE/SBE and local residency participation
requirements and penalties unless otherwise noted above.
Insurance: Keller will provide the following insurance with limits as shown. No railroad insurance is included.
Keller must be covered as an additional insured or covered under a railroad blanket policy.
1. Comprehensive General Liability: $1,000,000.00
(Combined Single Limit, Bodily Injury
and Property Damage)
2. Automobile Liability: $500,000.00
(Combined Single Limit, Bodily Injury
and Property Damage)
3. Workman's Compensation STATUTORY
Exclusions: Any items of work not specifically included in this budgetary quotation shall not be the
responsibility of Keller.
COVID-19: If Keller’s work is delayed, disrupted, suspended, or otherwise impacted as a direct or
indirect result of COVID-19 (coronavirus), including, but not limited to, by (1) disruptions to material
and/or equipment supply; (2) illness of Keller’s workforce and/or unavailability of labor; (3) government
quarantines, closures, or other mandates, restrictions, and/or directives; (4) Owner or Contractor
restrictions and/or directives; and/or (5) fulfillment of Keller’s contractual or legal health and safety
obligations associated with COVID-19; then, Keller shall be entitled to an equitable adjustment to the
schedule to account for such delays, disruptions, suspensions, and impacts. To the extent the causes
identified herein result in an increase in the price of labor, materials, or equipment used in the
performance of the work, Keller shall be entitled to an equitable price adjustment for such increases,
provided Keller presents documentation of such increases (including the original prices) and evidence of
Keller’s reasonable efforts to find alternative sources of material or equipment supply and/or labor at
the original/un-impacted prices.
Labor Affiliation: Project shall be manned with union employees under current job specific agreements.
Local prevailing wages shall apply. If Keller’s work under this budgetary quotation is delayed beyond May
31 of the calendar year of this agreement, due to no fault of Keller, Keller shall be entitled to compensation
for escalation in labor rates.
Warranty: Limitation of Warranties: there are no expressed warranties by Keller other than those
described in this document. The limit of our warranty will be one (1) year from the completion of our
work.
Period of Acceptance: This budgetary quotation is offered for acceptance for a period of 30 days.
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:36 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
GROUT
GROUT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4804307106
Action Pumping
ACTIONPUMP
Unit Price
6269409251
Cell-Crete Corp
CELLCRETECOR
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LS
1.00
SUB GROUT FILL EXISITING 3
4GROUT
3021155
31000
2,550.0000
12,300.0000
Plugged Amount
Quoted Amount
0
2,550
0
12,300
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
2,550
12,300
Diff From Plug
2,550
12,300
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
1
Andy Mortensen
From:
Scott Neely <scott@actionpumpaz.com>
Sent:
August-23-21 10:48 AM
To:
Andy Mortensen
Subject:
Re: Achen Gardner Request For Quotation - Chandler Loop 101/202 Freeway Waterline
Rehab
Cost to grout that water line will be 2550.00 plus tax.
On Mon, Aug 23, 2021, 9:53 AM <amortensen@achen.com> wrote:
Hello,
Please see the attached request for quotation for the above mentioned project.
Regards,
Andy Mortensen
Estimator
Achen Gardner Construction
480-403-9452
amortensen@achen.com
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
August 24, 2021
Bid Number: 210824-1-AV01
Attn:
Estimating Dept.
Project:
Chandler Loop 101/202 Freeway Waterline Rehab
Chandler, AZ.
Re:
Low Density Cellular Concrete Pipe Abandonment Alternative
Cellular Concrete - Typical Uses CLSM, CDF, Slurry Cement, Structural Backfill, Lightweight Engineered Fills,
“Flow able fill”, Abandonment.
Scope: Provide labor, equipment and materials for pipe abandonment 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 2021.
Pipe Abandonment
Description
Quantity
Units
Unit Price
Total
Low Density Cellular Concrete 30 PCF
80 PSI min (Material Only)
20
CY
$
65.00 $
1,300.00
Work-Day (Labor and Equip)
1
Each
$ 5,500.00 $
5,500.00
Mobilization
1
Each
$ 5,500.00 $
5,500.00
TOTAL
$
12,300.00
General Conditions:
1. Price includes Material, 1 mobilization and 1 workday, all items shown on tables shall be awarded collectively in
order to hold pricing. Additional LDCC volume workdays, and mobilizations to be charged at unit price shown
above.
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.
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 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
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).
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
installed. Your onsite superintendent is authorized to sign the “Daily Report” on Contractor’s behalf unless Cell-
Crete is notified in writing.
21. 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.
22. 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.
23. Contractor to provide traffic controls that includes all lane closure permits and flagmen for such closures.
24. There shall be no clauses requiring Cell-Crete Corp. to assume liability for any act of others.
25. Purchase orders, contracts and change orders must be executed before the start of associated work.
26. 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 /
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.
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 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
27. 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.
28. Warranty period included in bid shall not exceed 1 year from date of LCC scope completion.
29. Standard insurance included in bid is $2 million general liability and $1 million workers comp.
Estimated by:
Vishvesh Mehta
(626) 483-8898
vmehta@cell-crete.com
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:37 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
PAINTING/COATINGS SUB
PAINT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6024974997
PPS Coatings
PPSCOATINGS
Unit Price
5205730051
A-O Painting, In
AOPAINTING
Unit Price
4809810185
Murphy Industri
MURPHYINDUST
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
1.00
PAINT VAULT PIPE (DTL C SH
4PAINT01
3021300
12000
2,071.0000
3,960.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL D SH
4PAINT02
3021300
12000
2,071.0000
3,650.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL E SH
4PAINT03
3021300
12000
2,071.0000
3,960.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL F SH
4PAINT04
3021300
12000
2,071.0000
3,960.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL G SH
4PAINT05
3021300
12000
2,071.0000
3,895.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL H SH
4PAINT06
3021300
12000
2,071.0000
3,650.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL J SH
4PAINT07
3021300
12000
2,071.0000
3,650.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL K SH
4PAINT08
3021300
12000
2,071.0000
3,960.0000
5,470.0000
0.0000
EA
1.00
PAINT VAULT PIPE (DTL L SH
4PAINT09
3021300
12000
2,071.0000
3,960.0000
5,470.0000
0.0000
LS
1.00
PAINT VAULT PIPE (DTL M SH
4PAINT10
3021300
33000
1,914.0000
2,450.0000
5,470.0000
Plugged Amount
Quoted Amount
0
20,553
0
37,095
0
54,700
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
0
Totals
20,553
37,095
54,700
Diff From Plug
20,553
37,095
54,700
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
PPS COATINGS
406 E. Pioneer Street
Phoenix, AZ 85040
602-497-4997
info@ppscoatings.com
WWW.PPSPHX.COM
8-19-21
Chandler Loop 101 & 202
Achen Gardner
Quote #PPS21-193
Andy,
PPS Coatings is pleased to offer you the following quote for the above referenced project:
SCOPE OF WORK INCLUDES:
●
Labor, material, and equipment to prep and coat the exterior of piping and associated appurtenances is 10ea
valve vaults per supplied drawings and specs.
o
All coatings are on top of MFG prep and prime
▪
SSPC-SP2/3 surface prep
▪
Mask and Spot prime as needed
▪
1 coat of approved epoxy 4-6 mils DFT
Price $20,553.00
Clarifications:
●
All work to be performed according to OSHA and site specific safety regulations
●
Quote valid for 30 days from date of proposal
●
Pay Terms are Net 30 if not specified in a contract
●
PPS to supply coating MFG written submittal/recommendation
●
Achen Gardner to provide confined space access
●
Finish coat is on top of MFG prep and prime
Excludes:
●
Mics Taxes including sales Tax.
●
testing or inspection
●
Galvanized piping, bolts or supports
●
Delays in work caused by other trades
●
OT/Accelerated schedules
●
Bonds and permits
●
Concrete coatings/sealants
Sincerely,
Tony Bodzioney
Professional Piping Systems ASME CERTIFICATE HOLDERS / S STAMP #52377 – U STAMP #52378 – ROC #302839
480-825-2413
Project #
Project Name
Owner
Bid Date
WA2008‐201
Chandler Loop 101/202 Freeway Waterline Rehab
City of Chandler
6/23/21
PAINTING/COATINGS SUB
Client #
Description
Quantity
Units Unit Price
Extended Price
12
PAINT VAULT PIPE (DTL C SHT C‐17)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL D SHT C‐17)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL E SHT C‐18)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL F SHT C‐18)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL G SHT C‐19)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL H SHT C‐19)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL J SHT C‐20)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL K SHT C‐20)
1 EA
2,071.00
$
2,071.00
$
12
PAINT VAULT PIPE (DTL L SHT C‐21)
1 EA
2,071.00
$
2,071.00
$
33
PAINT VAULT PIPE (DTL M SHT C‐21)
1 LS
1,914.00
$
1,914.00
$
20,553.00
$
50-B West Hoover Avenue
Mesa, AZ 85210
Phone (480) 981-0185 - Fax (480) 981-1567 Safety - Pride - Integrity
August 25, 2021
Achen-Gardner Construction LLC
550 south 79th Street
Chandler, AZ 85226
Attention:
Andy Mortensen, Estimating Department
Reference:
Loop 101/202 Waterline Rehabilitation Project
Chandler, AZ
Subject:
Painting Proposal
The following is Murphy’s scope of work and pricing for the Loop 101/202 Waterline
Rehabilitation Project per the plans and specifications:
Section
Description
09900
Painting
Excludes:
1. shop applied coating
2. contact with dissimilar metals coating
Painting Scope:
- Painting of “New” pipes and mechanicals items (shop-primed by others) at 10 Vaults
- Pricing is based on a 3 men crew including a dedicated confined space attendant
Pricing:
10 Vaults x $5,470.00 =
$54,700.00
(Add 2.5% if Performance/Payments Bonds are required)
Excluded from Scope of Work:
- Mock-ups of any kind
- Third Party Inspections
- Concrete painting or coating except as described above
- Taxes on painting/coating material
Page 01 of 02
50-B West Hoover Avenue
Mesa, AZ 85210
Phone (480) 981-0185 - Fax (480) 981-1567 Safety - Pride - Integrity
Page 02 of 02
Clarifications:
1. All new ferrous metal to be shop primed by others in compliance with project
specifications.
2. Grinding of welds to the satisfaction of the inspector is by other.
3. Murphy is QP-1 and QP-2 Certified by SSPC The Society for Protective Coating
Addendums noted: n/a
Subcontractor Listed Information:
AZ License No. 127921, Type L34 (Exp. 10-01-21)
Please call me if you have any questions regarding this proposal.
MURPHY INDUSTRIAL COATINGS, INC.
Gilles Bussieres
Gilles Bussieres
Southwest Operations Manager
gilles@murphy.ac
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:39 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
REDI MIX
REDIMIX
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4808829984
Arizona Metro M
ARIZONAMETRO
Unit Price
6026854800
Hanson Cement
HANSONCEMENT
Unit Price
6028176945
Calportland
CALPORTLAND
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
CY
2,400.00
1 SACK CLSM
2CRMAG1SK
85.0000
88.0000
96.0000
0.0000
CY
3.00
MAG A CONCRETE
2CRMAGA
125.0000
112.0000
126.0000
0.0000
CY
23.00
MAG C CONCRETE
2CRMAGC
119.0000
105.0000
122.0000
0.0000
EA
1.00
SHORT LOAD CHARGE 2<4 C
2CRSL2-4
200.0000
100.0000
200.0000
0.0000
EA
0.00
SHORT LOAD CHARGE 4<6 C
2CRSL4-6
175.0000
75.0000
200.0000
Plugged Amount
Quoted Amount
0
207,312
0
214,051
0
233,784
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
ENVIRO FEES
ENVIRO
2,360
2,360
4,720
FUEL CHARGES
FUEL
0
0
1,180
Total Adjustment
2,360
2,360
5,900
0
Totals
209,672
216,411
239,684
Diff From Plug
209,672
216,411
239,684
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Mailing Address:
Phone: 480-889-5424
PO Box 1300
Fax: 480-889-5428
Higley, AZ 85236
Dispatch: 480-882-9984
QUOTATION
Contractor:
Quotation Date:
Address:
Quotation No:
City/State/Zip:
Prices Expire:
Contact:
Sales Contact:
Phone:
Fax:
amortensen@achen.com
Project Name
& Address
Mix Code
Qty
Material Description
Price
Unit
CY
1.05108
2344
$80.00
CY
301111
9
$115.00
CY
251112
7
$111.00
CY
201113
6
$109.00
CY
CY
CY
CY
CY
CY
CY
CY
CY
CY
RETARDER
ACCELERATOR
SHORT LOAD
MISC. CHARGES
Cold Water
$1.00
Hot Water
$1.00
3.5 to 5.5 CY = $175
$10.00
Summer - 1
$1.75
Winter - 1
$3.00
1 to 3 CY = $200
$5.00
Summer - 2
$3.50
Winter - 2
$5.00
$50.00
Summer - 3
$5.00
Winter - 2.5
$6.00
$1.50
Summer - 4
$6.00
Winter - 3
$7.00
$5.00
Winter - 4
$9.50
$150.00
Multi Stop/Split Load Fee per Load
$200.00
Cancellation Fee per CY
$8.00
Quote must be accepted within 30 days. Upon acceptance, notify Metro Mix sales so prices can be added to billing system and submittals triggered. Seller
reserves the right to increase quote prices to reflect sudden rises or shortages of raw materials, fuel or other cost increases incurred by seller. Prices are
based on approved account status and payment as agreed. Metro Mix guarantees its products to make strength in 28 days as delivered. Slumps are
achieved with chemicals which will not limit strength. Buyer should order the slump desired. Water added at jobsite by buyer's crews voids the strength
guarantee. Metro Mix cannot guarantee concrete placement or workmanship, weather, wind, atmospheric conditions or stale product due to jobsite delay.
If you have questions,
Contractor Acceptance:
call me directly at
Sincerely,
Signature
Date
Sales / Service
Printed Name and Title
$10 ON CONCRETE GOOD THRU 3.31.22
MAG C Standard
602-318-7875
Brad Keenan
Standby per Min. (After 6 Min/CY)
(If Not Cancelled before 1:00pm prior workday)
Tech/Admin Fee per Load
Environmental Fee per Truck
Saturday per CY
101/202 CHANDLER
MAG B Standard
PRICE INCREASE 9.1.21 $5 ON SLURRY
Achen Gardner Construction LLC
550 S 79th St
Chandler AZ 85225
Color Washout per Load
Disposal Fee per Load
7.6.21
7062103
8.31.21
BRAD KEENAN
Andy Mortensen 480.403.9452
480.940.1300
480.940.4576
1 sack ABC slurry SRP105
MAG A Standard
CHANDLER LOOP 101/202 FREEWAY WATERLINE REHAB
Quotation No.
Sales Rep
Clark, Brian
116498
4025 S. McClintock Dr. #202
Ph:(480) 639-7165
Tempe, Arizona 85282
Sales: 602-685-4800
Fax: 602-275-9146
Concrete Dispatch: 602-685-3400
JOB NAME
CHANDLER LOOP101/202 FWY WATERLINE REHAB
MAP
JOB / P.O. NUMBER
72846/
QUOTE DATE
6/18/2021
JOB LOCATION
LOOP 101/202 INTERCHANGE CHANDLER, AZ
JOB START DATE
November 1, 2021
BID DATE
CUSTOMER
ACHEN GARDNER CONST LLC
June 18, 2021
CONTACT
ANDY MORTENSEN 480 940-1300 amortensen@achen.com
STREET ADDRESS
550 S 79TH ST
EXPIRATION DATE
April 30, 2022
CITY, STATE, ZIP
CHANDLER AZ, 85226
** See Escalator Clause
CUSTOMER NO.
1404656
QTY
UOM
MATERIAL DESCRIPTION
PRODUCT CODE
PRICE
0
DS
NON-CHLORIDE ACCELERATOR (PER UNIT)
3333
$.60
0
EA
WATER - HOT - PER YARD
5060
$.00
0
DS
RETARDER (LEVEL PER YARD)
5161
$5.00
0
EA
WATER-CHILLED-PER YARD
8200
$.00
0
LB
ICE (PER LB./PER YARD)
8300
$.80
0
EA
NITRO1
NITRO
$5.00
0
EA
ORDERBACK FEE - MULTIPLE ORD BK SAME ORD
ORDBK
$25.00
0
EA
STAND-BY - CONCRETE - PER MINUTE
9999
$2.00
0
EA
WEEKEND CHARGE - P/YD - SUBJECT TO AVAI
9960
$5.00
0
EA
SATURDAY - OPEN UP CHARGE
5402
$1500.00
0
EA
SUNDAY - OPEN-UP CHARGE
5401
$3000.00
0
LB
FIBER FORCE 150
8050
$6.00
0
LB
FIBER FORCE 750
8052
$7.50
0
EA
COLOR WASH OUT
5406
$25.00
0
EA
CANCEL ORDER CHARGE - FLAT FEE 20=<
9000
$100.00
0
EA
CANCEL ORDER CHARGE - PER YARD 20+
9001
$5.00
0
EA
ENVIRONMENTAL FEE P/LD
5408
$10.00
2344
CY
1 SACK ABC SLURRY
PHCLSM1
$88.00
6
CY
MAG C, 1”
2203141
$105.00
7
CY
MAG B, 1”
2253141
$110.00
9
CY
MAG A, 1”
2303141
$112.00
ADDITIONAL COMMENTS PRICES DO NOT INCLUDE TAX, IF APPLICABLE RATE IS 8.60%
•
SHORT LOAD CHARGES APPLY
•
1-2.5 YDS = $150.00
•
3-3.5 YDS = $100.00
•
4-4.5 YDS = $75.00
Escalation Notes:
PRICES ARE NOT VALID AFTER 4/30/2022 AND MAY BE SUBJECT TO INCREASE.
Signature:
Date: ____6/18/2021_________
Signature of Buyer Acceptance of this quote: _______________________
Date: _________
CONCRETE TERMS AND CONDITIONS
▪
THIS QUOTE IS SUBJECT TO THE BELOW TERMS AND CONDITIONS AND THE ATTACHED GENERAL TERMS AND CONDITIONS OF SALE.
▪
ALL ORDERS AND QUOTED PRICES ARE SUBJECT TO CREDIT APPROVAL.
▪
Stand by Charges: First five (5) minutes per yard at no charge. Thereafter $2.00 per minute ($120.00 Per Hour).
▪
Cancellations within 48 hours are subject to fee.
▪
Orders of 3 yards or less are not guaranteed and order backs will be subject to an additional short load fee.
▪
There is a required 3 yard minimum load size for all deliveries of high-performance concrete (strengths in excess of 6000 PSI or sack content abov e 8), light weight
concrete, or color concrete.
▪
Customer is responsible for providing a contained area for the ready mix truck wash out and to properly dispose of the wastewater.
▪
Customer is responsible for a safe work environment.
▪
Discount 1% 15thProx, Net 30th Prox.
▪
Short Load Charges: If applies 1yd - $240.00 2yd - $210.00 3yd - $180.00 4yd - $150.00 5yd - $120.00 6yd - $90.00 7yd - $60.00 8yd - $30.00
▪
This Quote is valid for 60 days following the quote date listed above.
NOTES AND COMMENTS
▪
PLEASE CONTACT THE SALES DEPARTMENT PRIOR TO ORDERING FOR A PROJECT THAT WE ARE GOING TO SUPPLY.
▪
Please order by product codes when given. Mix designs are available upon request.
▪
Changes in the cementitious content or admixture dosages will be charged to the customer accordingly.
▪
The placement, finish, and overall aesthetics of this product are the responsibility of the Buyer.
▪
Concrete is not warranted to be acceptable for use in the specific environment or soils condition.
GENERAL TERMS AND CONDITIONS OF SALE
1. Applicability. All references in this document to “Seller” shall include Lehigh Hanson, Inc. and/or its subsidiaries or affiliates (including any division of the
foregoing) performing any or all of the scope hereunder, whether or not specifically identified herein. Buy er agrees that the following terms and conditions will
apply to all sales of goods or services (“Sales”) by Seller to Buyer and any of its subsidiaries or affiliates. By ordering or accepting the goods described herein,
Buyer is accepting and agreeing to these terms and conditions. Buyer agrees that any terms and conditions appearing on any document submitted by Buyer
which are in conflict with (a) the terms and conditions contained herein or (b) any credit application, invoice, or bill of lading submitted by Seller shall be
expressly rejected and shall not constitute terms of any Sales. The terms and conditions of any written agreement signed by Seller and Buyer shall prevail to the
extent of any inconsistency with these terms and conditions. Fulfillment of Buyer’s order does not constitute acceptance of any of Buyer’s terms and conditions
and does not serve to modify or amend this document.
2. Governing Law/Payment Address. All matters between Seller and Buyer, including venue, will be governed by the laws of the state in which the delivery
of goods or services is to occur. All indebtedness due is payable at Seller’s office identified in the invoice or billing, unless and until Seller designates a
different place of payment. Invoices shall be deemed correct unless contested in writing within seven (7) business days of receipt.
3. Prices. Prices in Seller’s quotations are subject to change without notice, and all quotations expire and become invalid if not accepted within 30 days from
the date of issue, unless otherwise noted by Seller in writing. Price extensions when made are for Buyer’s convenience only, and they, as well as any
mathematical or clerical errors, are not binding on Seller. Unless expressly written otherwise, prices shown do not include any sales, excise, or other
governmental tax or charge payable by Seller to Federal, State or local authority. Buyer agrees to reimburse Seller for any such tax or to provide Seller with an
acceptable and authorized tax exemption certificate. Title and risk of loss to goods shall transfer to Buyer upon Seller’s delivery (whether F.O.B. Seller’s plant
or delivery by Seller at location designated by Buyer). Unless otherwise specified herein, all deliveries of goods shall be made FOB Buyer’s trucks/railcars at
Seller’s plant. Seller’s weights taken by track scale in the case of rail shipments shall govern.
4. Buyer Financial Condition. Any order for goods or services by Buyer shall constitute a representation that Buyer is solvent. In addition to Seller’s right
under the Uniform Commercial Code, if, in the judgment of Seller, Buyer’s financial condition at the time of shipment does not justify the terms of payment
specified, Seller reserves the right to require from Buyer full or partial cash payment or other adequ ate assurance of performance before shipment. Seller
reserves the right to suspend its performance until such payment or adequate assurance of performance has been received. Seller maintains the right to
periodically review and adapt payment terms as necessary and to curtail, modify or eliminate any credit availability or credit limit within its sole discretion.
Buyer shall provide Seller all information requested by Seller to prepare and effect any notices required to perfect lien rights under ap plicable law. Upon
request, Buyer shall provide Seller copies of any payment bonds.
5. Security Interest. To secure payment for all purchases from Seller, now and in the future, Buyer hereby grants Seller a continuing security interest in all of
Buyer’s presently owned or hereafter acquired (a) goods and tangible personal property, (b) rights to payment of cash money, accounts, deposits, and refunds,
(c) instruments, (d) promissory notes, (e) Chattel paper (electronic and tangible), (f) documents, (g) books and recor ds, (h) accounts, (i) accounts receivables,
(j) equipment, (k) inventory, (l) commercial tort claims, (m) general intangibles, (n) payment intangibles, and (o) software, whether now existing or later
acquired, together with all proceeds, substitutions, and all support obligations thereof. Seller’s security interest is explicitly limited to outstanding obligations
between Buyer and Seller.
6. Payment Terms. Buyer agrees to pay Seller all costs and expenses of collection, suit, or other legal action, including all actual attorneys’ and paralegal
fees, incurred through trial, on appeal, or in any administrative or bankruptcy proceedings brought as a result of the commercial relationship between them.
Any cause of action which Seller may have against Buyer may be assigned by Seller. If Buyer’s credit application is approved by Seller, then payment terms
are Net-30 days, unless otherwise stated on the invoice or other writing from Seller. Payment is due in the form of cash, cash equivalent, check, or m oney
order. Seller may apply Buyer’s payment against any open charges within Seller’s sole discretion. Seller reserves the right, even after partial payment on
account hereof, to require from Buyer payment in advance or satisfactory security or guarantee of the due p erformance any and all of Buyer’s obligations
hereunder. Refusal to make such payment in advance or to furnish such satisfactory security guarantee or the failure of Buyer to perform any of its obligations
under this or any other existing agreement of sale will entitle Seller to withhold future deliveries or to terminate this agreement of sale, and any unpaid amounts
shall thereupon become due and payable without prejudice to any claim for damages the Seller may be entitled to make. On past due accounts Seller may
impose a monthly finance charge of the higher of one and one half percent per month or the maximum interest charge permitted by the law governing the
account between Buyer and Seller. The finance charge shall continue to accrue after Seller obtain s a judgment against Buyer. Seller has the right to exercise
setoff or recoupment when needed to satisfy an outstanding debt. All agreements between Seller and Buyer (and any affiliate or subsidiary or Buyer) shall be
considered as one single integrated agreement between Seller and Buyer. Buyer agrees to pay reasonable storage fees if materials are stored on Seller’s yard
more than sixty (60) days after Seller is ready for delivery.
7. Delivered Goods. For goods delivered to Buyer by Seller, (a) reasonable unloading time (determined in Seller’s sole discretion) shall be included in price of
goods; (b) additional unloading time shall be charged at the rate quoted by Seller, or, if not quoted, the standard rate per hour; (c) Seller does not guarantee
arrival time or the rate of delivery; (d) Seller shall not be liable for any delays in delivery or loss or damage in transit; (e) delivered prices are based on
information provided by Buyer, and if location of project varies, freight will be adjusted and billed accordingly; (f) deliveries will be made only to points
which, in Seller's opinion, are reasonably accessible to Seller's equipment under its own power; (g) SELLER IN NO EVENT SHALL BE LIABLE FOR
DAMAGE TO SIDEWALKS AND DRIVEWAYS, BUYER ASSUMES ALL RISKS OF AND RELEASES SELLER, SELLER’S AFFILIATES AND
THEIR RESPECTIVE EMPLOYEES AND AGENTS (“SELLER INDEMNITEES”), AND AGREES TO INDEMNIFY, DEFEND, AND HOLD
HARMLESS SELLER INDEMNITEES FROM AND AGAINST ALL LIABILITY, CLAIMS, FEES, AND EXPENSES FOR, ALL INJURIES TO, DEATH
OF, ANY PERSONS AND LOSS OF OR DAMAGE TO PROPERTY, ARISING FROM OR RELATED TO SELLER'S PRESENCE ON, USE OF, OR
ACCESS TO THE JOB SITE SPECIFIED BY BUYER FOR DELIVERY, except to the extent any damage arises solely from Seller's negligence; (h) Buyer
agrees to pay for all repairs to Seller’s trucks or equipment resulting from Buyer’s method of unloading goods; (i) trucks which become stuck on the site will
be pulled out by a bona-fide wrecker at Buyer’s expense; (j) Seller reserves its right to discontinue deliveries of materials until the cause of damage to its truck
has been eliminated; (k) Buyer is responsible to provide a safe working environment at the delivery location; and (l) Buyer shall provide an authorized person
to sign the Delivery Ticket and a signature on one Delivery Ticket shall be deemed a signature on all Delivery Tickets for all goods received that day.
8. Concrete. For concrete sold to Buyer by Seller, (a) concrete mix is designed to meet required strength when placed and tested according to American
Concrete Institute standards (ACI) and American Standard of Testing and Measurement specifications (ASTM); (b) Buyer waives and releases liability and
voids the limited warranty below if water and/or other foreign material is added by Buyer or at the request of Buyer or its employees or agents; (c) Seller
reserves the right to adjust prices if cement and fly ash costs increase due to a shortage or delay in availability from usual sources; (d) Seller reserves the right
to test all in-place concrete for conformance to agreed specifications; (e) Seller shall not be responsible for any alleged failure to meet specifications of
concrete if the concrete have not been conveyed, placed, cured, and protected in accordance with the most recent revision of the ACI Standards; (f) Seller shall
not be responsible for any alleged failure to meet specifications if concrete are placed with a slump greater than indicated on the mix design; (g) Seller does not
warrant concrete shrinkage, temperature, or the water-to-cement ratio, except as otherwise stated in specifications provided to Seller in advance, concrete mix
designs, or Seller’s Sales Quotation; (h) Seller is not responsible for variations in color, “pop-outs,” or cracking; and (i) all claims regarding delivery, billing, or
product quality must be submitted to Seller in writing within 30 days from the date of delivery of the concrete or such claims shall be deemed waived.
9. Aggregates. For aggregates sold by Seller, (a) Seller takes no responsibility for degradation or segregation of aggregates after delivery due to equipment or
excess handling at the project site; and (b) Seller only warrants the physical properties of the goods (gradation, sand equivalent, or cleanliness value) at the
point of delivery to Buyer.
10. Concrete Blocks and Recycled Materials. All concrete blocks and recycled materials are sold as-is with all faults and size, shape, and color of materials
may vary.
11. Limited Warranty. THE FOLLOWING IS IN LIEU OF ALL WARRANTIES, EXPRESS, IMPLIED, OR STATUTORY, INCLUDING BUT
NOT LIMITED TO ANY EXPRESS OR IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE
AND ANY OTHER OBLIGATION ON THE PART OF THE SELLER. Seller warrants that at the time of delivery, the quality of materials and
workmanship of Seller’s goods or services will conform to the requirements of the specifications set forth in the applicable sales contract(s), quotation, or to
Seller’s standard manufacturing practice. If Seller’s goods or services fail to conform, at time of delivery, to Seller’s war ranty, Seller’s sole and exclusive
liability will be, at Seller’s sole discretion: (a) to repair or replace the non-conforming goods or services at a reasonable time, F.O.B. Seller’s plant, or (b) to
refund the purchase price for such non-conforming goods or services. Notice of defective goods or services must be given to Seller immediately upon
discovery of the defect, provided, however, that notice of any defect must be given within thirty (30) days from the date of delivery. All scheduled dates are
estimated, and in no event shall Seller be liable for any damages resulting from delays in providing goods or services.
12. Limitation of Liability. SELLER’S LIABILITY ARISING OUT OF OR RELATED TO THE SALES, WHETHER IN CONTRACT, TORT,
INDEMNITY, STRICT LIABILITY, OR ANY OTHER LEGAL THEORY, SHALL IN NO EVENT EXCEED THE PRICE OF THE SALES OR
PORTION OF SUCH SALES ON WHICH SUCH LIABILITY IS BASED, AND BUYER WAIVES ANY CLAIM IN EXCESS OF THAT AMOUNT.
IN NO EVENT SHALL SELLER BE LIABLE FOR LOST PROFITS, INDIRECT, SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMA GES,
LOSSES OR EXPENSES, DIRECTLY OR INDIRECTLY ARISING FROM THE SALE, HANDLING OR USE OF THE GOODS OR SERVICES
OR FROM ANY OTHER CAUSE OR BREACH INCLUDING, BUT NOT LIMITED TO BREACH OF WARRANTY OR NEGLIGENCE.
13. Force Majeure. Seller will not be responsible for delays in production or delivery for any reason resulting from acts of God, earthquakes, sabotage, fire,
flood, epidemics/pandemics, strikes, lockouts, other labor issues of any kind, priorities, allocations, limitations or other restraints which affect manufacture or
delivery, accidents, war, insurrection, delays in transportation, equipment failure, damage to equipment or facilities, shortage or delays of transportation, fuel,
or materials, present or future laws and governmental interference or regulation, or for any other reason beyond Seller’s reasonable control. Seller reserves the
right to adjust prices due to delays, shortage, or increased costs of materials or transportation.
14. Limitation of Action. No legal action shall be brought by Buyer against Seller for any claim with respect to any sales more than one (1) year after delivery
of goods or services. It is agreed that any cause of action with respect to such sales will accrue on the date of delivery. I f any provision hereof is held by a court
of competent jurisdiction to be illegal, void, or unenforceable, such provision will be of no force and effect, but the legality or unenforceability will have no
effect upon and will not impair the enforceability of any other provision.
15. Documents. A counterpart of this document delivered by facsimile or electronic transmission shall be deemed an original document and be valid for all
purposes. If Seller electronically stores this document, a reproduction from the scanned document shall be considered to be an original counterpart and shall be
enforceable. The Electronic Signatures in Global and National Commerce Act (P.L. No. 106-229) or the Uniform Electronic Transactions Act (or its applicable
state law equivalent) apply to this document and to all Sales. Electronic and digital signatures may be used by either party. As a standard practice, Seller offers
electronic invoicing to customers. Buyer must contact Seller if Buyer does not wish to receive electronic invoicing. When app licable, the terms of Executive
Order 11246 and 41 C.F.R. Part 60-1 shall apply to this document and to all Sales. Buyer and Seller represent and agree that there are no third party
beneficiaries to this document and that Buyer and Seller are the sole intended beneficiaries of this document and all Sales.
16. Quantity. Buyer acknowledges that the amount of goods ordered by it has been determined by Buyer and not by Seller. Conversion of goods from yards to
tons or tons to yards is the responsibility of Buyer. Buyer assumes full responsibility and shall hold Seller harmless regarding the adequacy of the amount of
goods ordered. Buyer shall not be entitled to receive credit for returned goods. In Seller’s sole discretion, Seller may accept returned goods but such return
shall be subject to a restocking fee.
17. Inspection. Any inspection test or analysis required by Buyer must be specified in writing promptly after Buyer orders the goods and prio r to shipment
from Seller’s plant. If not so made, Buyer waives any claim of failure of the goods to meet such inspection, test or analysis. Any expense of such inspection,
test or analysis shall be paid by the Buyer. Seller reserves the right to test all in-place goods for conformance. Buyer shall notify Seller of intent to enter into
any agreement with any agency to pave over Seller’s base material prior to obtaining passing or failing certification. Upon paving over Seller’s base material
without obtaining passing or failing results, Buyer assumes any and all financial responsibility for repair and/or replacement of all materials. All claims
regarding delivery, billing, or product quality must be submitted to Seller in writing within 30 days from the date the goods are received at Seller’s plant, or
such claims shall be deemed waived.
SAFETY WARNINGS
Job Information Work Sheet
Hanson Aggregates LLC
Please Remit to: Justin Macy or Rene Rivas
Justin.Macy@lehighhanson.com / Rene.Rivas@lehighhanson.com
Please fill out ALL HIGHLIGHTED information for this job ☺
MUST BE RETURNED TO HANSON IN ORDER FOR MATERIAL TO BE SHIPPED
Customer:
Contact Code Person:
E-Mail:
Phone Number:
Fax :
Acct No:
Date :
S/O#:
Project Name:
Address :
City:
State:
ZipCode:
Job Number/PO#:
Project Type:
Private
{ }
Public
{ }
State/Local
{ }
Federal
{ }
Residential
{ }
Bond Job
{ }
Start Date:
Est. Amount:
$
Owner Name:
Owner Address:
Lender/Bonding Co. :
Address:
Loan OR Bond #:
Gen./Direct Contractor :
Address:
Phone Number:
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Attention
Project Name
CHANDLER LOOP 101/202 FREEWAY WATERLINE REHAB
City
CHANDLER
Project Address
LOOP 101 & SOUTH 202 FREEWAY
C/St
Office Phone
Fax
Email
Date
06/16/2021
Sales
MARK REINER
Cell #
(480) 620-4673
Email
mreiner@calportland.com
Quote #
120898
Customer #
1016934
Job Start
06/16/2021
Job End
04/01/2022
Volume
Product Number
Description
Unit Price
UOM
Comments
2344.00 S10157S1
1 SK ABC SLURRY (PHCLSM 1)
$96.00
CY
6.00
P2025C01
2000PSI #57 MAG C
$122.00
CY
7.00
P2525B01
MAG B 2500PSI #57 ASH
$124.00
CY
9.00
P3025A01
3000 PSI 1" MAG A, ASH
$126.00
CY
2366
Total Volume
$20.00
LOAD
Environmental Fee
$5.00
LOAD
Fuel Surcharge
Fly ash and lightweight mixes subject to daily availability / All aggregates meet ASTM C 33.
Comments : PRICE INCLUDES 9-1-21 INCREASE EXPIRING 4-1-22
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 #
120898
Project Title
CHANDLER LOOP 101/202 FREEWAY
WATERLINE REHAB
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:
1
Andy Mortensen
From:
Jim Latto <jim@azdbm.com>
Sent:
July-06-21 8:55 AM
To:
Andy Mortensen
Subject:
RE: Reminder Request For Quotation - Chandler Loop 101/202 Freeway Waterline
Rehab
This project is just a little too far away from our facility to provide decent service and in the best interest of both parties
we should just pass on this one. No bid here. Thanks!
‐‐‐‐‐Original Message‐‐‐‐‐
From: amortensen@achen.com <amortensen@achen.com>
Sent: Tuesday, July 6, 2021 8:13 AM
To: Jim Latto <jim@azdbm.com>
Subject: Reminder Request For Quotation ‐ Chandler Loop 101/202 Freeway Waterline Rehab
Hello,
You are receiving this e‐mail because we did not receive a quote from you for this project. If you would still like to
provide pricing, please send your quote ASAP.
Please see the attached request for quotation for the above mentioned project.
Regards,
Andy Mortensen
Estimator
Achen Gardner Construction
480‐403‐9452
amortensen@achen.com
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:40 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
SAWCUT
SAWCUT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4809262788
Blade Runners I
BLADERUNNERS
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
9.00
SAWCUT MOBILIZATION
4SAWMOB
2102110
1000
110.0000
0.0000
EA
1.00
CORE 6" HOLE IN VAULT WAL
4SAWCORE06
3021410
12000
70.0000
0.0000
EA
2.00
CORE 8" HOLE IN VAULT WAL
4SAWCORE08
3021410
12000
90.0000
0.0000
EA
9.00
CORE 12" HOLE IN VAULT WA
4SAWCORE12
3021410
12000
150.0000
0.0000
EA
11.00
CORE 8" HOLE IN VAULT RO
4SAWCOREVL
3021410
12000
85.0000
0.0000
EA
0.00
SAWCUT MINIMUM
4SAWMIN
3021410
22000
350.0000
0.0000
EA
1.00
SAWCUT MINIMUM
4SAWMIN
3021410
60000
350.0000
Plugged Amount
Quoted Amount
0
3,875
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
3,875
Diff From Plug
3,875
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
All Cut - No Bid
Modern Concrete Cutting - No Bid
1
Andy Mortensen
From:
David Snodgrass <modernconcretecutting@gmail.com>
Sent:
August-24-21 12:24 PM
To:
Andy Mortensen
Subject:
Re: Achen Gardner Request For Quotation - Chandler Loop 101/202 Freeway Waterline
Rehab
Hi Andy,
Thanks for the quote. We like to be part of your projects, unfortunately we do not do core drilling, only saw
cutting.
Best regards,
Angela Snodgrass
Modern Concrete Cutting Company LLC
PO Box 11993 Glendale AZ 85318
office: 602.369.3613
email: modernconcretecutting@gmail.com
On Tue, Aug 24, 2021 at 10:11 AM <amortensen@achen.com> wrote:
Hello,
Please see the attached request for quotation for the above mentioned project.
Regards,
Andy Mortensen
Estimator
Achen Gardner Construction
480-403-9452
amortensen@achen.com
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:42 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
SURVEY
SURVEY
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4802984900
EPS Group
EPSGROUP
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
5,000.0000
LS
1.00
SURVEY
4SURVEY
3021490
2000
3,165.0000
3,500.0000
LS
1.00
GIS DOCUMENTATION
4SURVEY
3021490
20000
2,175.0000
Plugged Amount
Quoted Amount
0
5,340
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
8,500
Totals
5,340
Diff From Plug
-3,160
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Pre-Selected Subcontractor
1130 N. Alma School Road, Suite 120, Mesa, AZ 85201 | T: 480.503.2250 | F: 480.503.2258 | www.epsgroupinc.com
June 23, 2021
Andy Mortensen
Achen-Gardner Construction
Re: Chandler 101/202 Waterline Assessment
EPS Group, Inc. is pleased to submit this proposal for the above referenced project. Our total fee as
shown in the scope below is $5,430.00.
• Calibration/Control - $1,305.00
• QA/QC - $500.00
• Potholes - $1,450.00
• As-builts - $2,175.00
We look forward to continuing our working relationship with you and your company. Please contact
me for any questions or concerns at 480-298-4900 or dave.hargrove@epsgroupinc.com.
Sincerely,
David Hargrove
Survey Project Manager/CST III
EPS Group, Inc
CONSTRUCTION STAKING SCOPE & FEE SCHEDULE FOR:
Chandler 101/202 Waterline Assessment
1
Calibration and Control
•
Calibrate site horizontally and vertically and produce horizontal control
sheet for staking project. Establish additional onsite control for use
during project.
$1,305
2
QA/QC
•
Provide point sheets, plans and calculations necessary for field crew to
perform layout and as-builts.
•
Check field data to ensure quality of work.
$500
3
Potholes
•
Stake actual location of potholes with ID number and elevation on the
stake.
$1,450
4
As-Builts
• Provide civil as-built data per City of Chandler requirements onto
approved construction plans only.
• Provide monthly GIS as-built submittal in City of Chandler’s database.
• Landscape and Irrigation plan as-builts are not included.
• EPS will provide as-built drawings by digital copy only.
$2,175
TOTAL FEE, ABOVE SERVICES*
$5,430.00
*This is for information only. The project will be billed at a lump sum fee.
*Above total includes 4 trips to site. Any additional trips are subject to a mobilization charge of
$250 per trip.
Assumptions/Exclusions
1.
Please review this proposal carefully, as we have attempted to provide a complete Scope of
Services for your project. Any items requested to be staked during the course of construction,
but not listed in the Scope of Services, will be considered non-contract additional services.
Additional and re-staking services will be invoiced at our current hourly rate.
2.
Any questions regarding the accuracy of construction staking will not be considered unless the
Surveyor’s reference points and stakes are preserved intact in their original and undisturbed
state. The survey director/field supervisor must be notified immediately if any inaccuracy of
construction is suspected.
3.
A minimum 48-hour working day notice will be required for scheduling work.
4.
Contract staking, additional staking and re-staking services shall be performed on an “upon
request” basis, and must be approved by the General Contractor or Owner prior to their
request.
5.
All staking shall be performed one time only under the Fee Schedule, unless otherwise noted.
6.
The Surveyor shall coordinate directly with the General Contractor to determine offset distances
and lath markings, or if unavailable, the surveyor will use industry standards. The Surveyor shall
provide cut sheets to the General Contractor upon request.
7.
The General Contractor is responsible for scheduling as-builts with a 48-hour working day
notice. Utility as-builts must be obtained prior to backfill or they may have to be exposed or
potholed at a later date.
8.
This proposal is based on receiving digital data, i.e., CAD files from the Engineer of Record,
including PDF or a hard copy of the approved stamped plans.
9.
The General Contractor and his subcontractors shall maintain and use sets of approved plans at
the project site, and verify to the best of their ability the accuracy all stakes prior to
construction. The General Contractor and his subcontractors shall not be liable for the accuracy
of the Surveyor’s stakes unless disturbed prior to construction.
10.
Any changes in or additions to the Project within its general scope will result in a fee adjustment
or change order.
11.
This bid is for construction staking services only. The horizontal control portion of the services
does not include setting property corners unless EPS is the original Surveyor of Record for the
property, prior to the construction phase.
12.
This scope and fee proposal does not include Engineer’s Certifications, Substantial Completion
letters, filing of “Approval of Construction” (AOC), for water & sewer, etc. This task is not in the
purview of a Land Surveyor, but rather the Engineer of Record with no exceptions.
13.
Any and all ALTA Surveys, Topo Maps, Legal Descriptions, Record of Surveys, setting of property
pins is excluded in its entirety.
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
8/26/21 3:44 PM
CHANDLER LOOP 101/202 WTRLN REHAB GMP
3866100A
WELD
WELD
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4804894149
Sonoran Sales C
SONORANSALES
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
1.00
SUB F/I 30" DIP TO CCP PIPE
4WELD
2051050
4000
11,245.0000
0.0000
EA
1.00
SUB F/I 42" DIP TO CCP PIPE
4WELD
2051050
33000
16,450.0000
Plugged Amount
Quoted Amount
0
27,695
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
27,695
Diff From Plug
27,695
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Specialty Steel Fabrication & Installation Sub - Limited Bidders.
Professional Piping Systems - No Bid
1 | P a g e
Sonoran Field Services
AZ ROC #325748-KA
428 South Gilbert Road #112 Gilbert, AZ 85296 www.sonoransalescompany.com
August 25th, 2021
Andy Mortensen
Achen-Gardner Construction, LLC
550 S 79th Street
Chandler, AZ 85226
Regarding: Chandler Loop 101/202 Freeway Waterline Rehab
Price Proposal
Please find our quote for the following scope of work below:
Bid
Item #
Description
Quantity
Units
Unit Price
Extended Price
4
F/I 30" DIP TO CCP PIPE CONNECTION
(DTL 243 SHT C-24)
1
EA
$ 11,245.00
$ 11,245.00
33
F/I 42" DIP TO CCP PIPE CONNECTION
(DTL 243 SHT C-24)
1
EA
$ 16,450.00
$ 16,450.00
TOTAL $ 27,695.00
NOTES:
a. Price good through April 2022
b. Per drawings provided – Steel pipe and fittings to be per AWWA C200, C205, C207, C208 and C214
c. Shop Drawings and Engineering to be provided in accordance with AWWA M11.
d. Freight included FOB Jobsite.
e. All welders to be certified in accordance with AWS D1.1
f.
The above quantities are estimated only. Final pricing to be based on the unit rates above and the quantities
utilized.
g. All tools and consumables required to perform the listed tasks and standard to the trade(s) mentioned have been
included in this estimate.
h. The following items are excluded:
i. Permits of any kind, Sales Tax, Traffic Control, Bonds, QC Testing, Excavation, Trench Shoring, Hoisting,
Rigging, Removal and Disposal of CCP Pipe
i.
Costs for performance bonds are excluded and can be provided upon request at an additional charge.
j.
Lead Times / Schedule:
i. Submittals: 2 weeks ARO
ii. Fabrication & Delivery: 4-weeks after Approved Drawings
If you have any questions, please don’t hesitate to contact me.
Sincerely,
Cody Nunez, P.E.
cody@sonoransalescompany.com
Cell: 480-694-2032
2 | P a g e
Sonoran Field Services
AZ ROC #325748-KA
428 South Gilbert Road #112 Gilbert, AZ 85296 www.sonoransalescompany.com
Term & Conditions of Sale
1.
THIS OFFER AND ITS ACCEPTANCE: “Seller” is that entity identified in the quotation, invoice, or other document originated by the Seller of the goods (or products) and services referred to herein. This document
is Seller’s offer to Buyer. Buyer’s acceptance is expressly limited to the terms and conditions of this offer and Seller hereby objects to and rejects any additional or different terms or conditions in Buyer’s acceptance,
Buyer’s purchase order, or other documentation purporting to order the same or equivalent goods contained in this document. Buyer accepts this offer as made and all its provisions by transmitting in oral or written form
a Buyer purchase order number, an authorization to proceed, or other request; by issuing any document which orders the same or equivalent goods referred to herein; by accepting, or making any payment form any
goods or services furnished hereunder, or by any Buyer conduct recognizing the existence of a contract between Buyer and Seller for the goods and services referred to herein. Any additional or different terms or attempt
by Buyer to vary in any degree any of the terms herein shall be deemed material but shall not operate as a rejection of this offer unless they contain variances in the terms of the description, quantity, price, or delivery
schedule of the goods offered herein which are unacceptable to Seller. No modification of this offer and the contract resulting (including any additional or different terms or conditions in Buyer’s acceptance) shall be
binding on Seller unless Seller expressly agrees in writing to change this offer.
2.
PRICE: The price for each item covered by this contract shall be the price shown for such items on the face hereof. Prices do not include any Federal, State or Local taxes, duties, or fees which may be imposed
upon the sale, use, transfer, importation, or transportation of materials or services and all such costs shall be paid by Buyer unless Seller expressly agrees in writing to change this offer.
3.
LIMITED WARRANTY: Seller warrants the goods delivered hereunder to be free from defects in material and workmanship for a period of one (1) year from the date of Seller’s shipment. Seller’s sole obligation
and Buyer’s exclusive remedy for defects in the goods shall be limited, at Seller’s option, to either repair or replacement of defective goods FOB Seller’s factory. Any claim by Buyer to Seller shall be delivered in writing
within five (5) days of the discovery of the claimed defect but in no event after the expiration of one (1) year from the date of Seller’s shipment, whichever is less. Buyer’s failure to so notify Seller of such defects within the
above time periods shall bar Buyer from any remedy under this Warranty, or for any recovery of damages or losses due to defects in the products.
THIS WARRANTY IS THE SOLE WARRANTY COVERING THE PRODUCTS AND SELLER MAKES NO OTHER WARRANTY OF ANY KIND, WHETHER EXPRESS, IMPLIED OR STATUTORY, AND
ALL IMPLIED WARRANTIES OF FITNESS AND MERCHANTABILITY ARE HEREBY DISCLAIMED BY SELLER AND EXCLUDED FROM THIS WARRANTY. IN NO EVENT SHALL SELLER BE LIABLE
FOR CONSEQUENTIAL, COMPENSATORY, PUNITIVE, INCIDENTAL, OR SPECIAL DAMAGES HOWSOEVER ARISING FROM SELLER’S PERFORMANCE OF THIS CONTRACT OR THE
PERFORMANCE OF THE GOODS OR SERVICES FURNISHED HEREUNDER.
This warranty shall not apply to goods or products which have been repaired or altered by other than authorized representatives of Seller or to damages or defects caused by accident, vandalism, Acts Of God,
erosion, normal wear and tear, improper selection by Buyer or others, and other causes beyond Seller’s control. This warranty shall not apply to the misapplication, improper installation, or misuse of the goods
caused by variations in environment, the inappropriate extrapolation of data provided, or the failure of Buyer or others to adhere to pertinent specifications or industry practices.
4.
ACCEPTANCE: Rejection of the goods supplied under this contract for defects or defective delivery shall occur within a reasonable time after their delivery or tender at the delivery point, but in any
event no later than ten (10) days thereafter. If the goods are not accepted or rejected by Buyer or Buyer’s agent in writing to Seller within said ten (10) day period; they shall be deemed accepted by Buyer.
In the event of Buyer’s rightful rejection of the goods, Seller’s liability shall be limited to replacing or repairing the rejected goods within a reasonable time, or to allow credit to the extent of the invoice value of
the goods, all at Seller’s option. Seller shall not be liable for any loss, damage, or expense of any kind, arising from delays in transportation, installation, Buyer’s rejections of goods, or any other cause
whatsoever.
5.
LIMITATION OF SELLER’S LIABILITY: Seller’s liability on any claim of any kind, including claims based upon Seller’s negligence, breach of contract, or strict liability in tort, for any loss or
damage arising out of, connected with, or resulting from the use of the products furnished hereunder or Seller’s performance of this contract, shall in no case exceed the purchase price allocable
to the goods or part thereof which give rise to the claim. IN NO EVENT SHALL SELLER BE LIABLE FOR SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES HOWSOEVER ARISING OUT
OF SELLER’S PERFORMANCE OF THIS CONTRACT AND NOTWITHSTANDING WHETHER SELLER MAY HAVE BEEN ADVISED OR IS ADVISED OF THE POSSIBILITY OF SPECIAL (OR
LIQUIDATED) DAMAGES.
6.
PAYMENT: Seller’s invoices for goods delivered are net and are due and payable in full thirty (30) days from receipt of invoice. Buyer shall pay interest on past due accounts at the maximum rate allowed
by law. Seller reserves a security interest in the goods pursuant to the Uniform Commercial Code and in all proceeds thereof until payment in full of the purchase price. Buyer shall execute and deliver to Seller
such UCC financing statements and other documents as may be requested by Seller for the purpose of perfecting Seller’s security interest in the products and proceeds. In no event shall Buyer make any setoff
or reduction under this or any other contract between Buyer and Seller to amounts owed by the Buyer to Seller by reason of any Buyer claim or demand against Seller, whether alleged by Buyer to arise under
this contract or any other contract or transaction, in tort, or otherwise. Any such setoffs or deductions by Buyer shall constitute a material breach of this contract.
7.
BUYER’S DEFAULT: If Buyer fails to make any payment to Seller when due, if Buyer’s financial responsibility becomes impaired or unsatisfactory in Seller’s sole judgment, or if Buyer commits a
material breach of this contract, Seller, without prior notice or demand, may, at its sole option, suspend or terminate further performance or deliveries due hereunder. Buyer shall be liable to Seller for any
losses or damages of Seller arising from such Buyer defaults and failures, as well as any resulting delays to Seller’s performance of this contract. Upon Buyer’s performance of its obligations, Buyer’s payment
of all accrued amounts due Seller, Buyer’s removal of any inhibiting cause, and upon Buyer’s providing sufficient assurance or security for its performance as Seller in its sole judgment may determine to be
required, Seller may resume performance of this contract.
8.
WAIVER: The failure of Seller in any one or more instances to enforce one or more of the terms or conditions of this contract, to exercise any right or privilege hereunder, or the waiver by Seller of any
breach of this contract, shall not be construed as thereafter waiving any terms, conditions, rights or privileges of this contract, and the same shall continue and remain in force and effect as if no such failure to
enforce had occurred.
9.
FORCE MAJEURE: Seller shall not be liable for on-performance or delay in performance resulting from any governmental law or regulation, now or hereafter in effect, or for delays caused by Seller’s
suppliers, or caused by Acts Of God, fire, flood, wind, sabotage, strikes or other labor troubles, accidents, necessary repairs to machinery, adverse weather conditions, acts or omissions of Buyer, or any cause
beyond Seller’s reasonable control. In the event of any of the foregoing, Seller shall have the right to allocate and reschedule production and delivery of products to Buyers Seller, in its sole discretion, shall deem
fair and practical, without liability to Seller.
10. DELIVERY: Sales and delivery of the goods provided hereunder are FOB point of manufacture unless Seller’s offer or quote specifically states otherwise. Title and risk of loss shall pass to Buyer upon delivery to
the carrier at the FOB point or upon arrival of the carrier at the destination or jobsite boundary, if the FOB point is destination or jobsite. If the FOB point is at the jobsite, unloading is Buyer’s responsibility. Delivery to jobsite
means motor truck delivery as close to jobsite as, in Seller’s sole judgment, is safe and practical for loaded truck and trailers operating under their own power. Buyer shall provide and maintain at his expense suitable
right of way, including access roads and turn arounds, to the jobsite. Buyer shall not snake or pull any trucks with any power equipment without the express agreement of Seller and delivering carrier. Standby time will
be charged when in excess of one hour from the time of arrival of trucks at the jobsite where such delay is caused by Buyer’s failure to comply with this paragraph. Seller will make reasonable efforts to deliver materials
at the time requested by Buyer and agreed to by Seller. Performance cannot be scheduled on less than 48-hour notice to Seller.
11. DELAY, TERMINATION, OR CANCELLATION BY BUYER: Seller shall be entitled to recover from Buyer all costs, expenses, including overhead costs and expenses, and damages incurred or suffered
as a result of Buyer’s cancellation, or termination of this contract, or as a result of Buyer or Buyer’s customer delay of Seller’s performance under this contract.
3 | P a g e
Sonoran Field Services
AZ ROC #325748-KA
428 South Gilbert Road #112 Gilbert, AZ 85296 www.sonoransalescompany.com
Term & Conditions of Sale (Continued)
12. PATENTS: To the extent the items covered by this Sales Order are manufactured pursuant to designs or plans provided by Buyer, Buyer shall indemnify and save harmless Seller, its agents and subcontractors,
from any expense, cost, loss, damage or liability for infringement of any patents with respect to such items and their process of manufacture and Buyer agrees at its own expense to defend or assist, at Seller’s option,
in the defense of any action in which such infringement is alleged with respect to the manufacture, sales or use of such items delivered hereunder.
1. ASSISTANCE BY SELLER: No recommendation or statement made or assistance given by Seller, its representatives, or agents, in connection with the installation, application, storage, transportation, or
use of the goods or products furnished hereunder shall constitute a waiver by Seller of any of the provisions herein, or enlarge Seller’s liability, as hereinabove defined and limited, or be deemed to provide any
warranty in excess of those Seller warranties set forth hereinabove.
2. ATTORNEY FEES AND EXPENSES: If Seller is required to file suit or take other legal action to enforce any of its rights hereunder, including without limitation, proceedings to collect
amounts due Seller hereunder, Buyer shall pay the reasonable attorney fees and expenses incurred by Seller.
3. SALES: All sales are final. Any return of goods shall be subject to the prior written approval of Seller.
4. SPECIFICATIONS, APPLICATION, AND USE OF THE PRODUCTS: Products furnished are sold pursuant to Seller’s manufacturing drawings and are subject to standard manufacturing variations. Seller
may change its drawings at any time without incurring liability for products previously or subsequently sold. Buyer shall be responsible for the performance of goods or products produced to Buyer’s specifications,
drawings or plans. Buyer shall be responsible for determining the appropriate use or application of Seller’s products for Buyer’s or Buyer’s customer’s requirements, notwithstanding Buyer’s solicitation of, or Seller’s
providing, advice or recommendations to Buyer. Buyer waives any claim against Seller, and Seller’s agents or employees, arising out of Buyer’s selection, application, or use of the products furnished hereunder.
Buyer shall indemnify and defend Seller from any claim or suit for personal injury (including death), property damage, or other liability arising out of the improper application, or any misuse of Seller’s products, or
failure to follow Seller’s application, installation, or safety instructions, or industry standards applicable to same.
5. INTERPRETATION: The laws of the State of the Seller’s locations, as set forth in Seller’s address of the masthead or quotation, shall govern the interpretation and enforcement of this contract, excluding
only the law of conflicts. If security interest filings are made by Seller, pursuant to the PAYMENT paragraph hereof, the Uniform Commercial Code as enacted in the State wherein the filings are made shall
govern that security interest and those filings.
6. FINAL AGREEMENT: There are no understandings, agreements of Buyer and Seller, or representations of either, relating to this contract which are not duly expressed herein, and no change shall be made
to this contract unless it is made in writing and signed by duly authorized officers of Seller and Buyer. No part of Buyer’s contract(s) with Buyer’s customer is included in this contract except as may be specifically
and expressly incorporated in Seller’s written quotation to Buyer. Buyer may not assign or otherwise delegate Buyer’s obligations under this offer and any resulting contract without Seller’s express written prior
consent.
EXHIBIT D7: BASELINE PROJECT SCHEDULE
AUGUST 30, 2021
CITY OF CHANDLER LOOP 101 AND 202 FREEWAY WATERLINE AND SEWER REHABILITATION
PHASE 2 – GMP PROPOSAL FOR INSTALLATION AND REMEDIATION
PROJECT NO: WA2008.401
See Following Baseline Project Schedule
Activity ID
Activity Name
Start
Finish
Original Duration
Total Float Predecessors
Successors
COC - Lo
COC - Loop 101/202 Waterline Reha
13-Jul-21 A
31-May-22
196
0
A1670
Council Approval
13-Jul-21 A
0
A1000
Procurement Notice to Proceed
19-Jul-21 A
0
A1010, A1120, A1050, A1180, A124
A1060
90% Plans Received
03-Aug-21 A
0
A1010, A1120, A1050, A1180, A124
A1660
Construction Notice to Proceed
12-Nov-21*
12-Nov-21
1
139
A1770
Waterline Shutdown Start
15-Nov-21*
0
0
A1790
A1780
Waterline Shutdown End (Substantial Completion)
29-Apr-22
0
22 A2290
A1800
Site Cleanup and Punchlist (Project Final Completion)
31-May-22
0
0 A1930
Procurement
Procurement
03-Aug-21 A 29-Nov-21
66
130
A1010
Submit Pipe Package Submittal
03-Aug-21 A 30-Aug-21
20
152 A1000, A1060 A1020
A1680
Submit Aggregates Submittal
03-Aug-21 A 30-Aug-21
20
172 A1000, A1060 A1690
A1710
Submit Concrete and Slurry Submittal
03-Aug-21 A 30-Aug-21
20
172 A1000, A1060 A1720
A1740
Submit Fencing/Wall Submittal
03-Aug-21 A 30-Aug-21
20
172 A1000, A1060 A1750
A1050
Submit Precast Vault Detail C17-C Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1070
A1120
Submit Precast Vault Detail C17-D Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1130
A1180
Submit Precast Vault Detail C18-E Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1190
A1240
Submit Precast Vault Detail C20-K Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1250
A1300
Submit Precast Vault Detail C21-L Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1310
A1360
Submit Precast Vault Detail C21-M Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1370
A1420
Submit Precast Vault Detail C19-H Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1430
A1480
Submit Precast Vault Detail C20-J Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1490
A1540
Submit Precast Vault Detail C18-F Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1550
A1600
Submit Precast Vault Detail C19-G Submittal
25-Aug-21 A 25-Aug-21
1
4 A1000, A1060 A1610
A1070
Review Precast Vault Detail C17-C Submittal
26-Aug-21
23-Sep-21
20
4 A1050
A1080
A1130
Review Precast Vault Detail C17-D Submittal
26-Aug-21
23-Sep-21
20
4 A1120
A1140
A1190
Review Precast Vault Detail C18-E Submittal
26-Aug-21
23-Sep-21
20
4 A1180
A1200
A1250
Review Precast Vault Detail C20-K Submittal
26-Aug-21
23-Sep-21
20
4 A1240
A1260
A1310
Review Precast Vault Detail C21-L Submittal
26-Aug-21
23-Sep-21
20
4 A1300
A1320
A1370
Review Precast Vault Detail C21-M Submittal
26-Aug-21
23-Sep-21
20
4 A1360
A1380
A1430
Review Precast Vault Detail C19-H Submittal
26-Aug-21
23-Sep-21
20
4 A1420
A1440
A1490
Review Precast Vault Detail C20-J Submittal
26-Aug-21
23-Sep-21
20
4 A1480
A1500
A1550
Review Precast Vault Detail C18-F Submittal
26-Aug-21
23-Sep-21
20
4 A1540
A1560
A1610
Review Precast Vault Detail C19-G Submittal
26-Aug-21
23-Sep-21
20
4 A1600
A1620
A1020
Review Pipe Package Submittal
31-Aug-21
28-Sep-21
20
152 A1010
A1030
A1690
Review Aggregates Submittal
31-Aug-21
28-Sep-21
20
172 A1680
A1700
A1720
Review Concrete and Slurry Submittal
31-Aug-21
28-Sep-21
20
172 A1710
A1730
A1750
Review Fencing/Wall Submittal
31-Aug-21
28-Sep-21
20
172 A1740
A1760
A1080
Approve Precast Vault Detail C17-C Submittal
23-Sep-21
0
4 A1070
A1090
A1140
Approve Precast Vault Detail C17-D Submittal
23-Sep-21
0
4 A1130
A1150
A1200
Approve Precast Vault Detail C18-E Submittal
23-Sep-21
0
4 A1190
A1210
A1260
Approve Precast Vault Detail C20-K Submittal
23-Sep-21
0
4 A1250
A1270
A1320
Approve Precast Vault Detail C21-L Submittal
23-Sep-21
0
4 A1310
A1330
1
2
0
0 16 2
3
0
1
2
2
0 11 1
2
0
0
1
2
2 06 1
2
2
0
1
1
2 31 0
1
2
2
0
1
2 28 0
1
1
2
0
0
1 233
y
August
September
October
November
December
January
February
March
April
May
2021
2022
Council Approval
Procurement Notice to Proceed
90% Plans Received
Construction Notice to Proceed
Waterline Shutdown Start
Waterline Sh
29-Nov-21, Procurement
Submit Pipe Package Submittal
Submit Aggregates Submittal
Submit Concrete and Slurry Submittal
Submit Fencing/Wall Submittal
Submit Precast Vault Detail C17-C Submittal
Submit Precast Vault Detail C17-D Submittal
Submit Precast Vault Detail C18-E Submittal
Submit Precast Vault Detail C20-K Submittal
Submit Precast Vault Detail C21-L Submittal
Submit Precast Vault Detail C21-M Submittal
Submit Precast Vault Detail C19-H Submittal
Submit Precast Vault Detail C20-J Submittal
Submit Precast Vault Detail C18-F Submittal
Submit Precast Vault Detail C19-G Submittal
Review Precast Vault Detail C17-C Submittal
Review Precast Vault Detail C17-D Submittal
Review Precast Vault Detail C18-E Submittal
Review Precast Vault Detail C20-K Submittal
Review Precast Vault Detail C21-L Submittal
Review Precast Vault Detail C21-M Submittal
Review Precast Vault Detail C19-H Submittal
Review Precast Vault Detail C20-J Submittal
Review Precast Vault Detail C18-F Submittal
Review Precast Vault Detail C19-G Submittal
Review Pipe Package Submittal
Review Aggregates Submittal
Review Concrete and Slurry Submittal
Review Fencing/Wall Submittal
Approve Precast Vault Detail C17-C Submittal
Approve Precast Vault Detail C17-D Submittal
Approve Precast Vault Detail C18-E Submittal
Approve Precast Vault Detail C20-K Submittal
Approve Precast Vault Detail C21-L Submittal
Classic WBS Layout
Primary Baseline
( New Bar )
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Page 1 of 3
TASK filter: All Activities
© Oracle Corporation
EXHIBIT D7 - PROJECT BASELINE SCHEDULE
Activity ID
Activity Name
Start
Finish
Original Duration
Total Float Predecessors
Successors
A1380
Approve Precast Vault Detail C21-M Submittal
23-Sep-21
0
4 A1370
A1390
A1440
Approve Precast Vault Detail C19-H Submittal
23-Sep-21
0
4 A1430
A1450
A1500
Approve Precast Vault Detail C20-J Submittal
23-Sep-21
0
4 A1490
A1510
A1560
Approve Precast Vault Detail C18-F Submittal
23-Sep-21
0
4 A1550
A1570
A1620
Approve Precast Vault Detail C19-G Submittal
23-Sep-21
0
4 A1610
A1630
A1090
Procure Precast Vault Detail C17-C
24-Sep-21
29-Nov-21
45
4 A1080
A1100
A1150
Procure Precast Vault Detail C17-D
24-Sep-21
29-Nov-21
45
4 A1140
A1160
A1210
Procure Precast Vault Detail C18-E
24-Sep-21
29-Nov-21
45
4 A1200
A1220
A1270
Procure Precast Vault Detail C20-K
24-Sep-21
29-Nov-21
45
4 A1260
A1280
A1330
Procure Precast Vault Detail C21-L
24-Sep-21
29-Nov-21
45
4 A1320
A1340
A1390
Procure Precast Vault Detail C21-M
24-Sep-21
29-Nov-21
45
4 A1380
A1400
A1450
Procure Precast Vault Detail C19-H
24-Sep-21
29-Nov-21
45
4 A1440
A1460
A1510
Procure Precast Vault Detail C20-J
24-Sep-21
29-Nov-21
45
4 A1500
A1520
A1570
Procure Precast Vault Detail C18-F
24-Sep-21
29-Nov-21
45
4 A1560
A1580
A1630
Procure Precast Vault Detail C19-G
24-Sep-21
29-Nov-21
45
4 A1620
A1640
A1030
Approve Pipe Package Submittal
28-Sep-21
0
152 A1020
A1040
A1700
Approve Aggregates Submittal
28-Sep-21
0
172 A1690
A1730
Approve Concrete and Slurry Submittal
28-Sep-21
0
172 A1720
A1760
Approve Fencing/Wall Submittal
28-Sep-21
0
172 A1750
A1040
Procure Piping, Valves, and Appurtenances
29-Sep-21
26-Oct-21
20
152 A1030
General Con
General Construction
08-Nov-21
31-May-22
144
0
A1790
Project Mobilization
08-Nov-21
12-Nov-21
5
0 A1770
A1840, A2250
A2250
Pothole
15-Nov-21
19-Nov-21
5
0 A1790
A1840
A1930
Finish Backfill, Landscaping & Project Cleanup
05-May-22
31-May-22
19
0 A2240
A1800
Work Area 3
Work Area 3
22-Nov-21
16-Mar-22
80
54
A1840
Excavate & Shore Pits
22-Nov-21
30-Nov-21
5
0 A1790, A2250 A1850, A1810
A1850
Remove Existing Pipe
01-Dec-21
07-Dec-21
5
10 A1840
A2360
A1100
Deliver Precast Vault Detail C17-C - Bottom Section
06-Dec-21*
0
0 A1090
A1110, A2360
A1160
Deliver Precast Vault Detail C17-D - Bottom Section
06-Dec-21*
0
0 A1150
A1170, A2360
A1220
Deliver Precast Vault Detail C18-E - Bottom Section
06-Dec-21*
0
0 A1210
A1230, A2360
A1280
Deliver Precast Vault Detail C20-K - Bottom Section
06-Dec-21*
0
0 A1270
A1290, A2360
A1340
Deliver Precast Vault Detail C21-L - Bottom Section
06-Dec-21*
0
0 A1330
A1350, A2360
A1400
Deliver Precast Vault Detail C21-M - Bottom Section
06-Dec-21*
0
0 A1390
A1410, A2360
A2360
Install Precast Vault Bottom Sections
08-Dec-21
09-Dec-21
2
10 A1850, A110
A1860
A1860
Install New Piping, Valves and Appurtenances
10-Dec-21
18-Feb-22
50
10 A2360
A1870, A2420
A1110
Deliver Precast Vault Detail C17-C - Top Section
13-Dec-21*
0
0 A1100
A2420
A1170
Deliver Precast Vault Detail C17-D - Top Section
13-Dec-21*
0
0 A1160
A2420
A1230
Deliver Precast Vault Detail C18-E - Top Section
13-Dec-21*
0
0 A1220
A2420
A1290
Deliver Precast Vault Detail C20-K - Top Section
13-Dec-21*
0
0 A1280
A2420
A1350
Deliver Precast Vault Detail C21-L - Top Section
13-Dec-21*
0
0 A1340
A2420
A1410
Deliver Precast Vault Detail C21-M - Top Section
13-Dec-21*
0
0 A1400
A2420
A1870
Pressure Test and Disinfect Piping
21-Feb-22
22-Feb-22
2
10 A1860
A2350
1
2
0
0 16 2
3
0
1
2
2
0 11 1
2
0
0
1
2
2 06 1
2
2
0
1
1
2 31 0
1
2
2
0
1
2 28 0
1
1
2
0
0
1 233
y
August
September
October
November
December
January
February
March
April
May
2021
2022
Approve Precast Vault Detail C21-M Submittal
Approve Precast Vault Detail C19-H Submittal
Approve Precast Vault Detail C20-J Submittal
Approve Precast Vault Detail C18-F Submittal
Approve Precast Vault Detail C19-G Submittal
Procure Precast Vault Detail C17-C
Procure Precast Vault Detail C17-D
Procure Precast Vault Detail C18-E
Procure Precast Vault Detail C20-K
Procure Precast Vault Detail C21-L
Procure Precast Vault Detail C21-M
Procure Precast Vault Detail C19-H
Procure Precast Vault Detail C20-J
Procure Precast Vault Detail C18-F
Procure Precast Vault Detail C19-G
Approve Pipe Package Submittal
Approve Aggregates Submittal
Approve Concrete and Slurry Submittal
Approve Fencing/Wall Submittal
Procure Piping, Valves, and Appurtenances
Project Mobilization
Pothole
16-Mar-22, Work Area 3
Excavate & Shore Pits
Remove Existing Pipe
Deliver Precast Vault Detail C17-C - Bottom Section
Deliver Precast Vault Detail C17-D - Bottom Section
Deliver Precast Vault Detail C18-E - Bottom Section
Deliver Precast Vault Detail C20-K - Bottom Section
Deliver Precast Vault Detail C21-L - Bottom Section
Deliver Precast Vault Detail C21-M - Bottom Section
Install Precast Vault Bottom Sections
Install New Piping, Valves and Appurtena
Deliver Precast Vault Detail C17-C - Top Section
Deliver Precast Vault Detail C17-D - Top Section
Deliver Precast Vault Detail C18-E - Top Section
Deliver Precast Vault Detail C20-K - Top Section
Deliver Precast Vault Detail C21-L - Top Section
Deliver Precast Vault Detail C21-M - Top Section
Pressure Test and Disinfect Piping
Classic WBS Layout
Primary Baseline
( New Bar )
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Page 2 of 3
TASK filter: All Activities
© Oracle Corporation
Activity ID
Activity Name
Start
Finish
Original Duration
Total Float Predecessors
Successors
A2420
Install Precast Vault Top Sections
21-Feb-22
22-Feb-22
2
11 A1860, A111
A1940
A2350
Tie-In at STA 22+77.39
23-Feb-22
23-Feb-22
1
10 A1870
A1940, A2430
A2430
101 Segment Back In Service
23-Feb-22
0
69 A2350
A1940
Backfill Piping
24-Feb-22
16-Mar-22
15
10 A2420, A2350 A1890
Work Area 1
Work Area 1
01-Dec-21
30-Mar-22
85
7
A1810
Excavate & Shore Pits
01-Dec-21
10-Dec-21
8
0 A1840
A1820
A1460
Deliver Precast Vault Detail C19-H - Bottom Section
06-Dec-21*
0
0 A1450
A1470
A1520
Deliver Precast Vault Detail C20-J - Bottom Section
06-Dec-21*
0
0 A1510
A1530
A1640
Deliver Precast Vault Detail C19-G - Bottom Section
06-Dec-21*
0
0 A1630
A1650
A1470
Deliver Precast Vault Detail C19-H - Top Section
13-Dec-21*
0
0 A1460
A1950
A1530
Deliver Precast Vault Detail C20-J - Top Section
13-Dec-21*
0
0 A1520
A1950
A1650
Deliver Precast Vault Detail C19-G - Top Section
13-Dec-21*
0
0 A1640
A1950
A1820
Remove Existing Pipe
13-Dec-21
22-Dec-21
8
0 A1810
A2300
A2300
Install Precast Vault Bottoms
23-Dec-21
27-Dec-21
2
0 A1820
A2330, A1830
A1830
Install New Piping, Valves and Appurtenances
28-Dec-21
07-Mar-22
50
0 A2300
A1880, A2330
A1880
Pressure Test and Disinfect Piping
08-Mar-22
09-Mar-22
2
22 A1830
A1910
A2330
Install Precast Vault Top Sections
08-Mar-22
09-Mar-22
2
0 A2300, A1830 A1950
A1950
Backfill Piping
10-Mar-22
30-Mar-22
15
0 A1470, A153
A1890
Work Area 2
Work Area 2
06-Dec-21
04-May-22
107
0
A1580
Deliver Precast Vault Detail C18-F - Bottom Section
06-Dec-21*
0
0 A1570
A1590, A2230
A1590
Deliver Precast Vault Detail C18-F - Top Section
13-Dec-21*
0
0 A1580
A1890
Excavate & Shore Pits
31-Mar-22
04-Apr-22
3
0 A1940, A1950 A1900
A1900
Remove Existing Pipe
05-Apr-22
07-Apr-22
3
0 A1890
A2230
A2230
Install Precast Vault Bottom Section
08-Apr-22
08-Apr-22
1
0 A1900, A1580 A1910
A1910
Install New Piping, Valves and Appurtenances
11-Apr-22
26-Apr-22
12
0 A2230, A1880 A1920, A2340
A1920
Pressure Test and Disinfect Piping
27-Apr-22
27-Apr-22
1
0 A1910
A2290
A2340
Install Precast Vault Tops
27-Apr-22
27-Apr-22
1
2 A1910
A2240
A2290
Tie-In at STA 0+00
28-Apr-22
29-Apr-22
2
0 A1920
A1780, A2240
A2240
Backfill Piping
02-May-22
04-May-22
3
0 A2340, A2290 A1930
1
2
0
0 16 2
3
0
1
2
2
0 11 1
2
0
0
1
2
2 06 1
2
2
0
1
1
2 31 0
1
2
2
0
1
2 28 0
1
1
2
0
0
1 233
y
August
September
October
November
December
January
February
March
April
May
2021
2022
Install Precast Vault Top Sections
Tie-In at STA 22+77.39
101 Segment Back In Service
Backfill Piping
30-Mar-22, Work Area 1
Excavate & Shore Pits
Deliver Precast Vault Detail C19-H - Bottom Section
Deliver Precast Vault Detail C20-J - Bottom Section
Deliver Precast Vault Detail C19-G - Bottom Section
Deliver Precast Vault Detail C19-H - Top Section
Deliver Precast Vault Detail C20-J - Top Section
Deliver Precast Vault Detail C19-G - Top Section
Remove Existing Pipe
Install Precast Vault Bottoms
Install New Piping, Valves and App
Pressure Test and Disinfect Pipin
Install Precast Vault Top Sections
Backfill Piping
04-May-22
Deliver Precast Vault Detail C18-F - Bottom Section
Deliver Precast Vault Detail C18-F - Top Section
Excavate & Shore Pits
Remove Existing Pipe
Install Precast Vault
Install New P
Pressure Tes
Install Precas
Tie-In at STA
Backfill Pi
Classic WBS Layout
Primary Baseline
( New Bar )
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Page 3 of 3
TASK filter: All Activities
© Oracle Corporation
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
EXST OHE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ZONE 1
ZONE 2
ZONE 3
ZONE 3
ZONE 4
ZONE 5
ZONE 7
ZONE 7
ZONE 8
ZONE 8
ZONE 9
ZONE 10
ZONE 9
ZONE 2
ZONE 6
CITY OF CHANDLER
LOOP 101 AND 202 FREEWAY WATERLINE REHABILITATION
WORK AREA 3
WORK AREA 1
WORK AREA 2