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City of Chandler Construction Manager at Risk Construction Services
Page i
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 4/1/2021
CITY OF CHANDLER, ARIZONA
CHANDLER HEIGHTS ROAD UTILITY
RELOCATIONS - GMP 1
CITY PROJECT NO. WW2111.401
CONSTRUCTION SERVICES CONTRACT
(CONSTRUCTION MANAGER AT RISK)
__________________________________________________
Andrew Goh, P.E.
CIP City Engineer
City of Chandler Construction Manager at Risk Construction Services
Page ii
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 4/1/2021
CITY OF CHANDLER, ARIZONA
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
CITY PROJECT NO.: WW2111.401
TABLE OF CONTENTS
PARTICIPANTS AND PROJECT .............................................................................. 1
CONTRACT DOCUMENTS ..................................................................................... 3
PRE-CONSTRUCTION SERVICES ........................................................................... 3
CONSTRUCTION SERVICES ................................................................................... 3
CITY RESPONSIBILITIES ........................................................................................ 5
CONTRACT TIME ................................................................................................... 5
CONTRACT PRICE.................................................................................................. 8
EXHIBIT A – PROJECT SPECIFIC SPECIAL PROVISIONS .................................................... SP-1
EXHIBIT B – GENERAL CONDITIONS ................................................................................ GC-1
EXHIBIT C – TECHNICAL SPECIFICATIONS ........................................................................ TS-1
EXHIBIT D – ACCEPTED GMP/PRICE PROPOSAL .......................................................... GMP-1
EXHIBIT E – SUBCONTRACTOR’S LIST FORM ................................................................. SUB-1
EXHIBIT F – GIS / GPS DATA DELIVERY REQUIREMENTS (IF APPLICABLE) .................... GIS-1
City of Chandler Construction Manager at Risk Construction Services
C-1 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
CONSTRUCTION MANAGER AT RISK
CONSTRUCTION SERVICES CONTRACT
PROJECT NO.: WW2111.401
THIS CONTRACT is made and entered into on the ______day of _______________, 2021, (“Effective
Date”) by and between City of Chandler, an Arizona municipal corporation, hereinafter called
“City” and the “Construction Manager at Risk” or “CM@Risk” designated below (City and
CM@Risk may individually be referred to as “Party” and collectively referred to as “Parties”).
City and CM@Risk agree as follows:
PARTICIPANTS AND PROJECT
CITY:
CIP City Engineer:
Andrew Goh, P.E.
Public Works & Utilities Department
P.O. Box 4008, Mail Stop 407
Chandler, AZ 85244-4008
Phone: 480-782-3343
Email: andrew.goh@chandleraz.gov
CITY:
Construction Project Manager:
Paul Ahlas
Public Works & Utilities Department
P.O. Box 4008, Mail Stop 407
Chandler, AZ 85244-4008
Phone: 480-782-3328
Email: paul.ahlas@chandleraz.gov
CM@RISK:
Achen-Gardner Construction, LLC
555 S. 79th St. Chandler AZ 85226
Arizona ROC No.:
261745 A, 261746 B1, 261747 B4
Federal Tax ID No.:
27-1394157
Business Organization:
limited liability company
State Where Organized:
Arizona
Statutory Agent Name:
CT Corporation
Statutory Agent Mailing Address:
3800 N Central Ave. #460 Phoenix AZ
85012
CM@Risk’s Authorized Project Representative:
Name: Dan Broderick
Title:
Project Manager
Phone: 480-940-1300 / 602-376-9434
Email:
dbroderick@achen.com
City of Chandler Construction Manager at Risk Construction Services
C-2 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
PROJECT DESCRIPTION:
Relocation of sanitary sewer and potable water utilities for an SRP 230kV transmission system.
PROJECT LOCATION:
Chaparral Way from Dobson Road to Lake Drive
City of Chandler Construction Manager at Risk Construction Services
C-3 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
CONTRACT DOCUMENTS
2.1
CONTRACT DOCUMENTS
The Contract between City and CM@Risk will consist of the following Contract
Documents:
1. This Construction Services Contract and all of its Exhibits, including Project
Plans and Technical Specifications.
2. General Conditions and General Conditions Appendices, incorporated by
reference.
3. Project Specific Special Provisions as set forth in Exhibit A, incorporated by
reference.
4. Accepted GMP/Price Proposal as set forth in Exhibit D, incorporated by reference.
2.2
In the event of any inconsistency, conflict, or ambiguity between or among the Contract
Documents, the Contract Documents will take precedence as described in Section 14.1.4
of the General Conditions.
2.3
DEFINITIONS
The definitions in Sections 2 and 15 of the General Conditions apply to all the
Contract Documents, including this Agreement.
PRE-CONSTRUCTION SERVICES
Although CM@Risk has performed Pre-Construction Services pursuant to a separate Contract
between City and CM@Risk, the completion, quality and accuracy of those services and the
deliverables provided by City thereunder directly impact CM@Risk’s performance of its
obligations under this Contract. Therefore, all of CM@Risk’s obligations, duties, and warranties
in relation to Pre-Construction Services and deliverables survive completion of the Pre-
Construction Services Contract and are incorporated herein. Any breach of any of CM@Risk’s
duties, obligations, or warranties under the Pre-Construction Services Contract will likewise be
considered a breach of this Contract.
CONSTRUCTION SERVICES
4.1
GENERAL
4.1.1
CM@Risk agrees at its own cost and expense, to do all work necessary and required to
fully, timely and properly complete the construction of the Project in strict accordance
with the Contract Documents in a good and workmanlike manner, free and clear of all
claims, liens, and charges whatsoever, in the manner and under the conditions specified,
and within the schedule, stated in attached Exhibit A.
City of Chandler Construction Manager at Risk Construction Services
C-4 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
4.1.2
CM@Risk must provide all of the labor and materials, and perform the Work in
accordance with Section 4 of the General Conditions. Some, but not all, of the major
components of the Construction Services and the corresponding subsections of Section
4 of the General Conditions are set forth below.
4.1.3
This is a contract for complete construction services in accordance with the Construction
Manager at Risk method of delivery of construction services. CM@RISK has participated
in the design process and been an active member of the Project Design Team and is fully
aware of any issues and constraints involved in this Construction Project.
4.1.4
CM@RISK is the CITY’s fiduciary responsible for undertaking all necessary action
contemplated under the contract documents to construct the Project and ensure timely
and quality completion of the Project at a cost within the Guaranteed Maximum Price
(GMP).
4.1.5
At all times relevant to this Contract and performance of the Work, the CM@Risk must fully
comply with all Laws, Regulations, or Legal Requirements applicable to City, the Project
and the Contract, including, without limitation, those set forth on attached Exhibit A.
4.1.6
CM@Risk must perform the Work under this Contract using only those firms, team
members and individuals designated by CM@Risk consistent with the Statement of
Qualifications dated August 11, 2021, the GMP Proposal, or otherwise approved by City
pursuant to the General Conditions. No other entities or individuals may be used without
prior approval of the Project Manager
4.1.7
CM@Risk will comply with all terms and conditions of the General Conditions.
4.1.8
In the event of a conflict between this Contract and the General Conditions or an exhibit
hereto or appendix thereto, the terms of this Contract will control.
4.1.9
Ownership of Work Product. Notwithstanding anything to the contrary in this Contract,
all Work Product prepared or otherwise created in connection with the performance of
this Contract, including the Work, are to be and remain the property of City. For purposes
of this provision, “Work Product” will include all designs, drawings, plans, specifications,
ideas, renderings and other information or matter, in whatever form created (e.g.,
electronic or printed) and in all media now known or hereinafter created. All Work
Product will be considered Work Made for Hire as defined in the United States Copyright
Act 17 U.S.C. § 101 (Copyright Act). If for any reason, any such Work is found not to be a
Work Made for Hire, CM@Risk hereby transfers and assigns ownership of the copyright
in such Work to City. The rights in this Section are exclusive to City in perpetuity.
4.2
CM@RISK’S PRE-CONTRACT AND PRE-WORK DELIVERABLES
City of Chandler Construction Manager at Risk Construction Services
C-5 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
4.2.1
The CM@Risk must provide the Deliverables in accordance with Section 4.2 of the
General Conditions.
4.3
PRE-CONSTRUCTION CONFERENCE
Refer to Section 4.3 of the General Conditions.
4.4
PERFORMANCE
OF
THE
WORK
(INCLUDING
FIELD
MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
Refer to Section 4.4 of the General Conditions.
4.5
CONTROL OF THE PROJECT SITE
Refer to Section 4.5 of the General Conditions.
4.6
PROJECT SAFETY
Refer to Section 4.6 of the General Conditions.
4.7
MATERIALS QUALITY, SUBSTITUTIONS AND SHOP DRAWINGS
Refer to Section 4.7 of the General Conditions.
4.8
PROJECT RECORD DOCUMENTS
Refer to Section 4.8 of the General Conditions.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
Refer to Section 4.9 of the General Conditions.
CITY RESPONSIBILITIES
5.1
City will have the responsibilities, and provide the information specified in, and subject
to the conditions set forth in, Section 5 of the General Conditions.
CONTRACT TIME
6.1
GENERAL
6.1.1
The Contract Duration is 90 Calendar Days.
6.1.2
The Contract Time will start with the Notice to Proceed (NTP) and end with Final
Acceptance, as set forth in Article 6.4 below. The Notice to Proceed cannot be issued until
approval and acceptance by City of the GMP or Fixed Price.
City of Chandler Construction Manager at Risk Construction Services
C-6 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
6.1.3
The Contract Time will be as set forth in the Project Schedule. CM@Risk agrees that it
will
commence performance of the Work and complete the Project through Final
Acceptance within the Contract Time.
6.1.4
Time is of the essence of this Contract for the Project, and for each phase and
designated Milestone thereof.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule approved as part of the GMP Proposal and incorporated herein as
part of the attached Exhibit D must be updated and maintained throughout CM@Risk’s
performance under this Contract in accordance with Section 6.2 of the General
Conditions.
6.2.2
Failure on the part of CM@Risk to adhere to the approved Project Schedule will be
deemed a material breach and sufficient grounds for termination of this Contract by City.
6.2.3
Work must be completed to meet the following milestones after the Notice to Proceed:
Milestone
Time
Liquidated damages for delay
1.
within
days
$
per calendar day
6.3
SUBSTANTIAL COMPLETION
Substantial Completion must be achieved no later than the Substantial Completion Date
set forth in the Project Schedule. Substantial Completion will be determined in
accordance with Section 6.3 of the General Conditions.
6.4
FINAL ACCEPTANCE
6.4.1
Final Acceptance will be obtained within the time period set forth in the Project Schedule.
6.4.2
Final Acceptance will be issued pursuant to Section 6.5 of the General Conditions.
6.5
LIQUIDATED DAMAGES
6.5.1
Substantial Completion Liquidated Damages. CM@Risk acknowledges and agrees that
if CM@Risk fails to obtain Substantial Completion of the Work within the Contract Time,
City will sustain extensive damages and serious loss as a result of such failure. The exact
amount of such damages will be extremely difficult to ascertain. Therefore, City and
CM@Risk agree that if CM@Risk fails to achieve Substantial Completion of the Work
within the Contract Time, City will be entitled to retain or recover from CM@Risk, as
City of Chandler Construction Manager at Risk Construction Services
C-7 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
liquidated damages and not as a penalty, the sum per calendar day as indicated in MAG
§ 108.9.
6.5.2
Final Acceptance Liquidated Damages. For the same reasons set forth in Article 6.5.1
above, City and CM@Risk further agree that if CM@Risk fails to achieve Final Acceptance
of the Work within the Contract Time, City will be entitled to retain or recover from
CM@Risk, as liquidated damages and not as a penalty, the sum per calendar day as
indicated in MAG § 108.9 commencing from the actual date of Substantial Completion or
Final Acceptance as required under the Contract.
6.5.3
MAG Liquidated Damages. If no liquidated damages are specified in Articles 6.5.1 or 6.5.2
above, then the liquidated damages provisions in MAG § 108.9 will apply.
6.5.4
City may deduct liquidated damages described in this Article 6.5 from any unpaid
amounts then or thereafter due CM@Risk under this Agreement. Any liquidated damages
not so deducted from any unpaid amounts due CM@Risk will be payable to City at the
demand of City, together with interest from the date of the demand at the highest lawful
rate of interest payable by CM@Risk.
6.6
MUTUAL WAIVER OF CONSEQUENTIAL DAMAGES ONLY
6.6.1
CM@Risk and City waive claims against each other for consequential damages arising
out of or relating to this Contract. This mutual waiver includes:
6.6.1.1 Damages incurred by City for rental expenses, for losses of use, income, profit, financing,
business and reputation, and for loss of management or employee productivity or of
the services of such persons; and
6.6.1.2 Damages incurred by CM@Risk for principal office expenses including the compensation
of personnel stationed there, for losses of financing, business and reputation, and for loss
of profit except anticipated profit arising directly from the Work.
6.6.2
This mutual waiver is applicable, without limitation, to all consequential damages due
to either Party’s termination of this Contract. Nothing contained in this Article 6.6 will
be deemed to preclude an award of liquidated damages, when applicable, in accordance
with Article 6.5 above.
6.6.3
Nothing herein will be deemed to constitute a waiver of any other remedy available to
City in the event of CM@Risk’s default under this Contract prior to full performance of the
Work including, as applicable, specific performance or completion of the Work on behalf
of CM@Risk, the cost and expense of which will be offset against any monies then or
thereafter due to CM@Risk (if any) and otherwise immediately reimbursed to City by
CM@Risk.
City of Chandler Construction Manager at Risk Construction Services
C-8 of 17
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
CONTRACT PRICE
7.1
CONTRACT PRICE
7.1.1
In exchange for CM@Risk’s full, timely, and acceptable performances and construction of
the Work under this Contract, and subject to all of the terms of this Contract, City will
pay CM@Risk the “Contract Price,” which:
The sum of the CM@Risk’s Fee and reimbursable Cost of the Work, as defined in Section
15 of the General Conditions, which the CM@Risk guarantees will not exceed the GMP
set forth in Exhibit D in the amount of $1,371,579.28. Costs which would cause the
GMP to be exceeded must be paid by CM@Risk without reimbursement from City.
7.1.2
The Contract Price is all-inclusive and specifically includes all fees, cost, insurance and
bond premiums, allowances, construction contingency, owner’s contingency, and taxes
of any type necessary to fully, properly and timely perform and construct Work.
7.2
COSTS
For any portion of the Work which, either through this Contract, Change Order or
otherwise, is performed and paid for on a cost, or time and materials basis, the costs
which may be reimbursed to CM@Risk and chargeable against the Contract Price will be
determined as set forth in MAG § 109.5.
SIGNATURE PAGE TO FOLLOW
IN WITNESS WHEREOF, the Parties hereto have executed this Contract through their duly authorized
representatives and bind their respective entitles as of the effective date.
"CITY"
CITY OF CHANDLER
MAYOR
Recommended By:
Andrew Goh, P.E.
CIP City Engineer
APPROVED AS TO FORM:
City Attorney
ATTEST:
"CM@RISK"
Achep.:Gar~erCon
'-
/
.
Signature \
Daniel J. Spitza
Name
President
Title
dspitza@achen.com
City Clerk
Signer Email Address
ATTEST: If Corporation
Secretary
STATE OF ARIZONA
County of Maricopa
C
Date
Date
1-28-2022
Date
Seal
)ss.
)
SUB1§RIBE~ AND SWORN Tf? before me, the undersigned nota
blic, by µ Clr\1'/l l S ~ ~ .\-z..O... who was identified as
the \ v-e..S 1 ~ti\+-
of ~ d\W-G,a.ro.Mr on this _ 2 __ --------1_ dayof J a.n\.-\.1>.r~ ,20 '2.2...
C. ooS-1-nJ..c.,{-. of\ 1...t-c_
My commission expires:
City of Chandler Construction Manager at Risk Construction Services
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
C-9 of 17
EXHIBIT A
City of Chandler Construction Manager at Risk Construction Services
SP-1
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
PROJECT SPECIFIC
SPECIAL PROVISIONS
N/A
EXHIBIT B
City of Chandler Construction Manager at Risk Construction Services
GC-1
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
GENERAL CONDITIONS
GENERAL CONDITIONS
Approved date: October 19, 2021
Revised: 10/19/2021
GC-2 of 75
TABLE OF CONTENTS
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS ............................................................................... 3
SECTION 2 - GENERAL DEFINITIONS ............................................................................................................ 3
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS ........................................................................... 7
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES .................................. 8
SECTION 5 - CITY RESPONSIBILITIES .......................................................................................................... 27
SECTION 6 - CONTRACT TIME ...................................................................................................................... 29
SECTION 7 - CONTRACT PRICE .................................................................................................................... 35
SECTION 8 - PAYMENT ................................................................................................................................. 35
SECTION 9 - CHANGES TO THE CONTRACT ................................................................................................ 40
SECTION 10 - SUSPENSION AND TERMINATION ...................................................................................... 43
SECTION 11 - INSURANCE AND BONDS ..................................................................................................... 44
SECTION 12 - INDEMNIFICATION ............................................................................................................... 49
SECTION 13 - DISPUTE RESOLUTION .......................................................................................................... 49
SECTION 14 - MISCELLANEOUS PROVISIONS ............................................................................................ 50
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED CONTRACTS, CHANGE
ORDERS, AND JOB ORDERS ......................................................................................................................... 57
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER CONTRACTS (JOC) ........................... 60
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK .......................................................................................................... 65
SECTION 18 - APPENDICES ...................................................................................................... APP-1 of 30
Appendix 1 – Policy Statement for Calculating Delays and Damages
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Contracts
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims
Appendix 4 – Forms of Performance Bond
Appendix 5 – Forms of Payment Bond
Appendix 6 – Dispute Resolution
Appendix 7 – Certificate of Completion
Appendix 8 – Construction Sign Detail
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and
Job Order Contracting)
Appendix 10 Landscape Establishment Period
General Conditions
Revised: 10/19/2021
GC-3 of 75
SECTION 1 - SCOPE OF THESE GENERAL CONDITIONS
These General Conditions encompass provisions that apply, and are incorporated into all
construction contracts entered into by the City of Chandler, unless otherwise specifically excluded in the
executed Contract.
SECTION 2 - GENERAL DEFINITIONS
Allowance : A specific amount for a specific item of Work, if any, that City agrees has not been sufficiently
designed, detailed, or selected (including design changes from 90% to 100% as authorized by and at
the discretion of the City) at the time the Contract Price is agreed to for Contractor to provide a definitive
price.
Alternate Systems Evaluations or Alternative Analysis: Alternatives for design, means and methods or
other scope considerations that are evaluated using value analysis principles and have the potential to
reduce construction costs while still delivering a quality and functional Project that meets City
requirements.
Change Order: A written instrument issued after execution of the Contract Documents signed by City
and Contractor, stating their agreement upon all of the following: the addition, deletion or revision in
the scope of services or deliverables; the amount of the adjustment to the Contract Price, the extent
of the adjustment to the Contract Time, or modifications of other contract terms. The Contract Price
and the Contract Time may be changed only by Change Order.
Consultant: Person or firm that provides professional services.
City (Owner or OWNER): City of Chandler, a municipal corporation, with whom Contractor has entered
into the Contract and for whom the Work or Services are to be provided pursuant to the Contract(s).
Contingent Bid Items: This is a minor bid item which is likely, but not certain, to occur during the course
of work. If the Engineer determines that this work is required, the Contractor will accomplish the work
and payment will be made based on the contingent unit bid price included in the proposal. Since the
quantity listed in the proposal is primarily for bid comparison, the amount of work required by the
Engineer may vary materially from this.
Contract: The written agreement executed between City and Contractor, including all of the Contract
Documents.
Contract Documents: The documents which together form the Contract between City and Contractor,
as identified in Article 2 of the Contract, or are otherwise incorporated into the Contract, including the
Contract, the exhibits thereto, these General Conditions, any Notice to Proceed, and any Job Order
(if applicable), the Plans and Specifications, Project Schedule, written and properly executed Change
Orders, MAG Specifications and City’s amendments thereto, and any other documents so designated in
the Contract.
Contract Price: The agreed-upon price to be paid to Contractor for full, timely, and acceptable completion
of the Work or Services under the terms of the Contract.
Contract Time(s): The number of calendar days or the dates related to the applicable phase, Substantial
Completion, or Final Acceptance as stated in Contract Documents. Contract Time starts with the Notice
General Conditions
Revised: 10/19/2021
GC-4 of 75
to Proceed (NTP) and ends with Final Acceptance. The Contract Time is set forth in the Contract and
is based upon the Project Schedule agreed to by City in writing.
Contractor: The person or business association with whom City has entered into an agreement for
construction related Work or Services in relation to the Project at issue.
Contractor Payment Request: The form that is accepted by City and used by Contractor in requesting
progress payments or final payment and which must include such supporting documentation as is
required by the Contract Documents or City.
Construction Budget: The City’s budget for construction of the Project.
Construction Documents: The Plans, Specifications, and Drawings prepared and issued by the Design
Professional and approved by City for construction, meaning the documents are sealed by the
Design Professional (as required), acceptable for permitting and incorporated into the Contract by
this reference. All amendments and modifications to the Construction Documents must be approved in
writing by City prior to incorporation into the Contract.
Cost of the Work: The term Cost of the Work will mean costs necessarily incurred by Contractor in the
proper performance of the Work. Such costs will be at rates not higher than the standard paid at the
place of the Project except with prior consent of City.
Critical Path Method (CPM): A scheduling technique which identifies the logical sequence of the activities
occurring in a Construction Project, the anticipated time required to complete each activity in the
Project, and the activities that must be completed on schedule to finish the Project within the anticipated
time. Typically, activities are arranged in a network that shows both activities and their dependencies.
CPM is also used as a management technique which enables contracting parties to predict when
activities may occur so that resources can be effectively used and limitations can be identified.
Critical Path: Critical Path is the sequence of project network activities which add up to the longest overall
duration. Once established in the Project Schedule, the Critical Path for the Project must not be
changed without prior written approval of City.
Day: Calendar day(s) unless otherwise specifically stated in the Contract Documents.
Design Professional: The qualified, licensed person, firm or corporation who furnishes design and
construction administration services required under the Contract Documents. These services may
include, but are not limited to: development of Construction Drawings and Documents, review of
Contractor Submittal(s), review of and response
to
Requests for Information, approval and
certification of progress payment applications, construction administration, and construction contract
close out.
Differing Site Conditions: Concealed or latent physical conditions or subsurface conditions at the Site
that, (i) materially differ from the conditions indicated in the Contract Documents, or (ii) are of an unusual
nature, differing materially from the conditions ordinarily encountered and generally recognized as
inherent in the Work at the general area of the Site. Caliche, rock, hard-digging or sandy/silty soil
encountered on a project is not considered a “Differing Site Condition.”
Drawings (Plans): Documents, which visually represent the scope, extent and character of the Work to
be furnished and performed by Contractor during the construction phase and which have been prepared
General Conditions
Revised: 10/19/2021
GC-5 of 75
or approved by the Design Professional and City. These documents include Drawings that have reached
a sufficient state of completion and released by Design Professional solely for the purposes of review
and use in performing constructability or bid-ability reviews by Contractor and in preparing cost
estimates (e.g. Master Planning and Programming, Schematic Design, Design Development, and
Construction Drawings), but “not for construction.” Shop Drawings are not Drawings as so defined.
Final Acceptance: The City’s acceptance of the facility or project from the Contractor after all Work is
completed, tested, and inspected in accordance with the contract requirements. Final Acceptance results
in a Letter of Acceptance (LOA).
Fixed Price: A fixed price or amount for a Contract Price, Scope of Work, materials, or other item under
a Contract, Change Order, or other agreement, which City agrees, in writing, to pay instead of the actual
cost.
Float: The number of Days by which an activity can be delayed without lengthening the Critical Path and
extending the Contract Time. Unless otherwise expressly agreed in writing, all Float belongs to City.
Laws, Regulations, or Legal Requirements: Any and all applicable laws, rules, regulations, ordinances,
codes and orders applicable to the Project of any and all governmental bodies, agencies, authorities
and courts having jurisdiction and any applicable provisions of the Development Agreement for the
Project (if any), including, without limitation, those provisions relating to the design and construction
of the Project.
Line Item: The individual elements of Work identified on a bid or other schedule and associated with a
price or a unit price and quantity particular to that individual element of the Work. Also refers to
individual items of work within the Schedule of Values.
Liquidated Damages: Designated damages for the City to collect as compensation upon a specific breach
(example: late delivery).
Long-Lead Item: Long-lead item refers to the equipment, product, or system that is identified at the
earliest stage of a project to have a delivery time long enough to affect directly the Critical Path/the overall
lead time of the project.
MAG: The Maricopa Association of Governments.
MAG Specifications: The most current version of the Uniform Standard Specifications for Public Works
Construction published by MAG.
MAG Standard Details: The most current version of the Uniform Standard Details as published by MAG.
Minor change: A change in the Work having no impact on cost or time or the City-approved design intent,
as determined by City.
Notice to Proceed (NTP): A written notice given by City to Contractor fixing the date on which
Contractor will start to perform Contractor’s obligations under the Contract.
Project: The Project specified in the Contract (including a Job Order).
Project Manager: The Project Manager designated in Article 1 of the Contract, or any successor thereto
designated by City. The Project Manager has the authority to act on behalf of City, as delineated and
General Conditions
Revised: 10/19/2021
GC-6 of 75
limited by the Contract Documents and applicable law. And City will communicate with Contractor
through the Project Manager. However, the Project Manager has no authority to bind City or City
Council in contravention of any City code, State or Federal statute or regulation, or these General
Conditions.
Project Schedule: The schedule for the completion of the Project agreed to and required by City.
Project Specific Conditions: Additional conditions which apply to the specific Project and Scope of Work
which are set forth in Exhibit D of the Contract.
Project Team: The Project Team consisting of the Design Professional, Contractor, Project Manager, and
such others as City may designate.
Punch List: The list initially prepared by Contractor pursuant to the Contract Documents, reviewed and
supplemented by the Project Manager (and at the sole option of the Project Manager, the Design
Professional) and approved by City containing items of incomplete work not impacting Substantial
Completion, if allowed for under the Contract, and to be completed or corrected by Contractor after
Substantial Completion and before Final Acceptance in accordance with the Contract Documents.
Quality Assurance (QA) Testing: Testing performed to verify the accuracy and applicability of the QC
testing results and to ascertain that the materials installed meet the specified levels of quality in
accordance with the Contract Documents.
Quality Control (QC) Testing: Testing performed to assure that the materials installed comply with the
requirements in the Contract Documents.
Requests for Information (RFIs): Formal written request from Contractor to City or Design Professional
for the Project seeking clarification or additional information needed for Contractor to properly
complete the Work or Services under the Contract. City may require RFI’s to be submitted on a specific
form or in a specified format.
Schedule of Values (SOV): The specified document prepared by Contractor, and approved and accepted
by City, which divides the Contract Price into pay items, such that the sum of all pay items equals
the Contract Price for the construction phase Work, or for any portion of the Work having a separate
specified Contract Price.
Scope of Work: The scope of work agreed to or required by City and incorporated into the Contract as
Exhibit A.
Shop Drawings: All drawings, diagrams, schedules and other data specifically prepared for the Work
by Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to
illustrate some portion of the Work.
Site: The land or premises on which the Project is located.
Specifications: The part(s) of the Contract Documents for the construction phase consisting of written
technical descriptions of materials, equipment, construction systems, standards and workmanship as
applied to the Work and certain administrative details applicable thereto. Where specified, the Project
must be constructed using the current Uniform Standard Specifications and Details for Public Works
Construction as furnished by the Maricopa Association of Governments, as amended by City.
General Conditions
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Subconsultant: A person, firm or corporation having a Contract with Consultant/Contractor to furnish
services required as its independent professional associate or consultant with respect to the Project.
Subcontractor: An individual or firm having a direct Contract with Contractor or any other individual or firm
having a Contract with the aforesaid contractors at any tier, who undertakes to perform a part of pre-
construction services or construction phase Work at the Site for which Contractor is responsible.
Subcontractors must be selected through the Subcontractor selection process described in the Contract
Documents, if any.
Substantial Completion: The date when the City determines that the Work (or separable units of Phases
as provided in the Contract Documents) is essentially and satisfactorily complete in accordance with the
Contract Documents such that the Project is ready for use by the City for its intended purpose, opening to
the general public, full occupancy or use by City (including, without limitation, all separate units, or
rooms, facilities, access, income-generating areas, and all areas serving the general public, as applicable,
must be ready for full operation without material inconvenience or discomfort), including, to the extent
applicable to the Work, the following: all materials, equipment, systems, controls, features, facilities,
accessories, and similar elements are installed in the proper manner and in operating condition,
inspected, and approved; surfaces have been painted; masonry and concrete cleaned with any sealer
or other finish applied; utilities and systems connected and functioning; site work complete;
permanent heating, ventilation, air conditioning, vertical transportation, and other systems properly
operating with proper controls; lighting and electrical systems installed, operable and controlled; paving
completed, signage installed, and other work as applicable, has been performed to a similar state of
essential and satisfactory completion.
Supplier: A manufacturer, fabricator, distributor, or vendor having a direct Contract with Contractor
or with any Subcontractor to furnish materials or equipment to be incorporated in the construction
phase Work by Contractor or any Subcontractor.
Total Float: Number of Days by which pre-construction services or construction phase Work or any part
of the same may be delayed without necessarily extending a pertinent Contract Time or schedule
milestone in the Project Schedule.
Work: The entire completion of construction or the various separately identifiable parts thereof,
required to be furnished during the construction phase. Work includes and is the result of performing
or furnishing labor and furnishing and incorporating materials, resources and equipment into the
construction, and performing or furnishing services and documents as required by the Contract
Documents for the construction phase.
Writing: Typing, printing, photography and other modes of representing or reproducing words in a
visible form, including email, and expressions.
SECTION 3 - STANDARD SPECIFICATIONS AND DETAILS
3.1
City operates under the latest revision of the MAG Specifications and MAG Standard
Details as amended by City. City’s current amendment to the MAG Specifications, part of
the City’s Unified Development Manual, may be found in the downloaded from City’s website
at http://www.chandleraz.gov.
3.2
Copies of the MAG Specifications and MAG Standard Details are available at the
Maricopa Association of Governments office, 302 N. 1st Avenue, Suite 300, Phoenix,
General Conditions
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GC-8 of 75
Arizona.
They
may
also
be
downloaded
from
their
website
at:
http://www.azmag.gov/Newsroom/Publications
3.3
The MAG Specifications and Standard Details and City’s amendments thereto are
incorporated into the Contract by this reference.
SECTION 4 - CONT R ACT OR’S R ES PONS IBILIT IES FOR CONST RUCT ION SE RVIC ES
4.1
GENERAL
4.1.1
Contractor must construct the Work in accordance with the Contract Documents and as
outlined in Exhibit A of the Contract to the satisfaction of City, exercising the degree of
professional care, skill, diligence, quality and judgment that a professional construction
manager engaged, experienced and specializing in the construction management of
construction and facilities of similar scope, function, size, quality, complexity and detail in
urban areas throughout the United States comparable to Chandler, Arizona would exercise
at such time, under similar conditions. Contractor must, at all times, perform the Work in
conformance with sound and generally accepted engineering principles and construction
management and construction contracting practices.
4.1.2
If Contractor observes errors, discrepancies or omissions in the Contract Documents,
Contractor must promptly notify the Design Professional and City and request clarification.
If Contractor, with the exercise of reasonable care, should have recognized such error,
inconsistency, omission or difference and fails to report it to City, and if Contractor
proceeds with the Work affected by such observed errors, discrepancies or omissions,
without receiving such clarifications, Contractor does so at its own risk and will be liable to
City for damages resulting from proceeding without clarification.
4.1.3
Project Team and agents of each of them, testing agencies and governmental agencies with
jurisdictional interests will be provided access to the Work at reasonable times for their
observation, inspection and testing. Contractor must provide proper and safe conditions for
such access.
4.1.4
Contractor must comply with, and require all Subcontractors to comply with, the Arizona
Contractors’ license laws, including all requirements with respect to being duly registered
and licensed.
4.1.5
Contractor must insure that all employees performing any Work for which Contractor is
responsible have a legal right to live and work in the United States. In addition, all
compensation of any such employee must meet all applicable requirements of the Fair Labor
Standards Act (FLSA) and Federal Minimum Wage laws.
4.1.6
Contractor must comply with the Immigration Reform and Control Act of 1986 (IRCA).
Contractor understands and acknowledges the applicability of the IRCA activities.
Contractor agrees to comply with the IRCA while performing their work and to permit City
inspection of Contractor personnel records to verify such compliance.
4.1.7
Pursuant to MAG Specifications §§ 107.4, Contractor must report immediately any discovery
of archeological ruins or artifacts. Excavation must stop immediately so that City can decide
on the pertinent steps to follow such discovery.
4.1.8
All property owners that may be affected by the proposed construction activities must be
General Conditions
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GC-9 of 75
notified of the scope, duration of the construction activities and possible interference with
their day-to-day activities by Contractor prior to start of construction. In addition, individual
residential or commercial interferences, such as driveway restrictions, water outages, and
all other Work adjacent to residence/business, require 48-hour notification in advance of
specific adjoining Work. Notification may be through door hangers or other procedures
approved by the City.
4.1.9
Access must be maintained to adjacent properties at all times during construction. Where
property has more than one point of access, no more than one access will be restricted or
closed at any one time. Access to adjacent private driveways will be maintained during all
non-working hours.
4.1.10
Contractor must furnish and erect construction signs in accordance with Project
Specifications. The signs must be professionally prepared and subject to approval by City,
must be maintained by Contractor for the duration of the project, and must be removed by
Contractor during the final project clean up.
4.1.11
The number of signs required, the size, shape, installation requirements and information to
be included for construction signs is established on the detail sheet, provided, however,
signs must be a minimum of 4 foot by 8 foot and must be installed so that the bottom of
the sign is at least 4 foot above grade. No direct payment will be made for furnishing and
erecting construction signs. The cost thereof must be included in other items for which
direct payment is made. Sign locations will be determined by City.
4.1.12
All required construction signs must be installed by Contractor within 7 Days of Notice to
Proceed.
4.1.13
The Work to be accomplished under these Contract Documents has been designed for City
by a Design Professional retained by City for this purpose. It is understood that normal
construction Administration for the purpose of interpretation of the Contract Documents is
provided by City. Should any services of the Design Professional be required to assist in the
corrections of errors or omissions by Contractor, or services of the Design Professional be
required because of changes in structure or equipment where Contractor has requested
approval of substitute methods or material, or any other items detailed herein below, those
services will be provided by the Design Professional at the standard hourly rates previously
negotiated with City and must be paid for by the Contractor.
4.1.14
Contractor must reimburse City for costs incurred by the Design Professional for additional
services to the Project through no fault of City or the Design Professional including, but not
limited to, the following conditions:
a. Additional Site visits, investigations, inspections, design work or reports by
the Design Professional which are required due to damages to existing
facilities or completed Work caused by the Contractor in his performance,
Contractor’s negligence, or Contractor’s Work which is rejected as defective
or as failing to conform to the Contract Documents;
b. Design Professional construction phase services rendered on the project
during the time the project remains incomplete after the Contract date of
final completion will be charged to Contractor at a rate previously negotiated
City; and
c. All retesting required due to the failure of Contractor’s Work to meet the
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GC-10 of 75
requirements of the Contract Documents will be at Contractor’s expense. All
standby and travel time by the City’s testing lab, the Design Professional or
City due to Contractor’s inability to be prepared for testing at the agreed
upon time will be at the Contractor’s expense.
4.1.15
City may withhold from any payment otherwise due to Contractor any amounts necessary
to pay the Design Professional for such additional services as provided herein above.
4.1.16
Contractor will not be required to bear additional costs incurred by City due to errors by the
Design Professional.
4.2
CONTRACTOR’S PRE-CONTRACT AND PRE-WORK DELIVERABLES
4.2.1
Prior to award of the Contract, Contractor must execute Contract and deliver to City.
Failure to do so may delay Contract award. Contractor must also provide to City its
Contractor’s License classification and number and its Federal Tax I.D. number.
4.2.2
Before beginning any Work under the Contract, Contract must be fully executed by City.
4.2.3
After Contract award, City will issue to Contractor an award letter. At that time Contractor
must deliver to City such bonds and certificates of insurance with endorsements in such
amounts (and other evidence of insurance requested by City) required under Section 11 of
these General Conditions, and as the Contract requires.
4.2.4
As evidence of Workmen’s Compensation Insurance, Contractor must, upon request,
provide a letter of certification from the Industrial Commission of Arizona that Contractor
is insured by the State Compensation Fund or is an authorized self-insurer or a certificate
of insurance issued by an insurance company authorized by the Insurance Department
of Arizona to write Workmen’s Compensation and Occupational Disease Insurance in the
State of Arizona.
4.2.5
Within 10 Days of the date of the executed Contract letter issued by City, Contractor must
submit to City for review and acceptance the following items:
4.2.5.1
Comprehensive construction Project Schedule including a Critical Path Method (CPM)
diagram schedule as described in Section 6.2. Project Schedule must be in Microsoft Project
standard file format. Within 10 Days of receipt of City’s comments, Contractor must make
all required corrections, adjustments, and additions to complete the Project Schedule and
resubmit to City for review.
4.2.5.2
Preliminary schedule of submittals and Shop Drawings. Within 10 Days of receipt of City’s
comments, Contractor must submit the corrected and completed schedule of Shop
Drawings submissions for approval. Contractor’s schedule of Shop Drawings and sample
submittals will be acceptable to City if it provides a workable arrangement for reviewing and
processing the required submittals.
4.2.5.3
Schedule of Values in a form specified by City reflecting the subcontracts and other
categories that will be used to submit Pay Applications for the Work. The total amount of
the Schedule of Values must not be greater than the Contract Price. The Schedule of Values
will be reviewed at the Pre-Construction Conference and revised by Contractor within 10
Days after Pre-Construction Conference in response to comments and questions from City.
Once accepted by City in writing, the Schedule of Values for the Project must not be changed
without the prior written approval of City.
General Conditions
Revised: 10/19/2021
GC-11 of 75
4.2.6
Video Recording Requirement. Prior to performing any Work, Contractor must document
the existing conditions of the Site, all other areas where Work will occur and all adjacent
areas that may be impacted by the Work via digital video format. Contractor must video
record and index all areas, features, buildings and other public and private improvements
that could potentially be impacted by the Work. Video recording must be coordinated with
City. When video recording private property, Contractor must also coordinate the video
recording with the private property owner, if possible. Contractor must provide City with a
copy of said digital video format prior to performing any Work.
4.2.7
Aerial Drone Construction Photography.
4.2.7.1
If Contract duration is greater than 90 calendar days, Contractor must engage a professional
unmanned aerial vehicle (UAV) aerial pilot to photograph the Site prior to construction
mobilization, at three-month intervals during construction, and following final inspection.
Drone camera specifications must meet the following minimum requirements:
a. 1-inch CMOS
b. Pixels: 20M
c. FOV 84 8.8 mm/24 mm (35 mm format equivalent) f/2.8-f/11 auto focus at 1 m-
d. For photographing: 16.9 Aspect Ratio: 5472x3078
e. For video shooting: MP4/MOV/H.264
f.
FHD: 1920x1080 120p @100Mbps
g. File format: High Definition (HD) JPEG for digital photos and HD MPEG 4 for
digital video.
h. All metadata to be recorded including GPS data and preserved with photographs
provided.
Interval
JPEG
3 month intervals
At an altitude (AGL) between
70-90 ft.
3 month intervals
Images to be taken every 50-
100 ft. to be determined based
on project scope.
4.2.7.2
Drone photos to be taken in sequential geographical order and then organized and provided in
the same manner unless otherwise specified.
4.2.7.3
Photos to be provided digitally via an online file share service and/or by a USB drive to contractor.
4.2.7.4
Drone pilots to obey ALL local (city, county, state) UAV regulations as well as FAA UAV
guidelines including, but not limited to, conducting all flights during daylight hours, not exceeding
maximum altitude ceilings (depending on area), not flying over people, yielding to other aircraft.
4.2.7.5
Drone pilots must fly drone within visual line of sight (VSOL) and have visual spotter when
needed. Drone pilots only to operate in favorable weather conditions when minimum visibility is
3 miles or greater.
4.2.7.6
Drone pilots to conduct a preflight checklist and visually inspect the entire flight path prior to flying
to ensure a safe flight.
4.2.7.7
Airspace Authorizations. Operations in Class G airspace are allowed without air traffic control
(ATC) permission. Operations in Class B, C, D and E airspace need ATC authorization. Drone
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GC-12 of 75
pilots to schedule each flight in advance and based on airspace if required will notify nearby
airports/control towers, etc.
4.2.8
Government Approvals and Permits.
4.2.8.1
Contractor must obtain all necessary permits for the Work and pay all applicable fees,
unless otherwise noted on the Plans and in the Specifications. City permit fees will be paid
internally by City. For bidding purposes, an allowance for all permit fees is included in the
bid schedule under the item “allowance for permit fees.” The Contractor will be paid for
the actual cost of the permit fees upon submitting a receipt showing the fee Contractor
has paid. Excluded from the above allowance are items such as all costs incurred by the
Contractor in securing the permit except for the actual permit fee established by the
agency, cost for all shut downs or outages, cost for pole bracing, cost of permits for
construction water, cost of construction water, cost for any additional insurance
requirements, cost for any licenses, and other similar type costs. Contractor is specifically
notified of the need to obtain the necessary environmental permits or file the necessary
environmental and regulatory permit notices.
4.2.8.2
Copies of all permits and the associated notices must be provided to City prior to starting
the permitted activity.
4.3
PRE-CONSTRUCTION CONFERENCE
4.3.1
Prior to the commencement of any Work, City will schedule a Pre-Construction Conference.
4.3.2
The purpose of this Conference is to establish a working relationship between Contractor,
the utility firms, and various City agencies. The agenda will include critical elements of the
Work schedule, submittal schedule, cost breakdown of major lump sum items, Payment
Requests and processing, coordination with the involved utility firms, and emergency
telephone numbers for all representatives involved in the course of construction.
4.3.3
Minimum attendance by Contractor at any mandatory meeting with City must be (1)
Contractor’s Representative, who is authorized to execute and sign documents on behalf
of the firm, (2) Contractor’s on-site Superintendent, and (3) Contractor’s Safety Office,
or other employee responsible for safety.
4.4
PERFORMANCE OF THE WORK (INCLUDING FIELD MEASUREMENTS,
SUBCONTRACTORS, AND SUPPLIERS)
4.4.1
Unless otherwise provided in the Contract Documents to be the responsibility of City or a
separate Contractor, Contractor must provide through itself or Subcontractors the
necessary supervision, labor, inspection, testing, start-up, material, equipment, machinery,
temporary utilities and other temporary facilities to permit Contractor to complete the
Work consistent with the Contract Documents.
4.4.2
Contractor must perform all construction activities efficiently and with the requisite
expertise, skill and competence to satisfy the requirements of the Contract Documents.
Contractor must at all times exercise complete and exclusive control over the means,
methods, safety, sequences and techniques of construction.
4.4.3
Contractor’s Superintendent must be present at the Site at all times that material Work
under this Contract is taking place. Contractor’s Superintendent or designee must be
present at the Site at all times any other Work under this Contract is taking place.
General Conditions
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GC-13 of 75
Superintendent must not be replaced without written notice to City. Whenever the
Superintendent is not present at a particular part of the Work where the City or Design
Professional may desire to inform the Contractor relative to interpretation of the Drawings
and Specifications or to disapproval or rejection of materials or Work performed, the City
or Design Professional may provide such information in writing to the foreman or other
worker in charge of the particular part of the Work in reference to which the information is
given. Information so given will be as binding as if given to the Superintendent.
4.4.4
All elements of the Work must be under the direct supervision of a foreman or his
designated representative on the Site who must have the authority to take actions required
to properly carry out that particular element of the Work.
4.4.5
Working Hours. Except in connection with the safety or protection of persons or the Work
or property at the Site or adjacent thereto, and except as otherwise indicated, all Work at
the Site must be performed during regular working hours, and Contractor will not permit
overtime work or the performance of Work on Saturday, Sunday or any legal holiday without
City’s written consent given after prior written notice to City. If it will become absolutely
necessary to perform Work at night or on Saturdays, Sundays or legal holidays, the City
must be informed at least 24 hours in advance of the beginning of performance of such
Work. Only such Work will be done at night as can be done satisfactorily as determined by
the City. Good lighting and all other necessary facilities for carrying out and inspecting the
Work must be provided and maintained at all points where such Work is being done.
Further, unless such non-normal work hours are performed at City’s request or required by
the Contract Documents, Contractor must pay to City all additional costs incurred by City by
reason of such non-normal working hours. Expenses incurred by City for overtime
compensation must be reimbursed by Contractor as follows: (i) City staff at the rate set forth
in current City Fee Schedule as published on City website, (ii) Design Professional and staff
at the standard hourly rates previously negotiated with City, and (iii) all others at actual cost
plus ten percent administrative overhead. Such costs may be deducted by City from any
payments due to Contractor. Provided, however, if overtime work or work during other
than normal hours is at the request of City and not due to Contractor delay, City will pay the
cost of City overtime expenses.
4.4.6
Where the Contract Documents require that a particular product be installed or applied by
an applicator approved by the manufacturer, it is Contractor’s responsibility to ensure
the Subcontractor employed for such work is approved by the manufacturer. All materials
and equipment must be stored, applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturer, fabricator,
supplier or distributor, except as otherwise provided in the Contract Documents; but no
provisions of any such instructions will be effective to impose on City of Design Professional
responsibility for the means, methods, techniques, sequences or procedures of
construction or for safety precautions incident thereto.
4.4.7
Before starting the Work, Contractor must carefully study and compare the various
Plans, Drawings, other Contract Documents, and Specifications relative to that portion of
the Work, as well as the information furnished by City, must take field measurements of any
existing conditions related to that portion of the Work and must observe any conditions at
the Site affecting it. The exactness of grades, elevations, dimensions, or locations given
on any Drawings, or the Work installed by other contractors, is not guaranteed by City.
4.4.8
Before ordering materials or doing Work, Contractor and each Subcontractor must verify
General Conditions
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GC-14 of 75
measurements at the Site and will be responsible for the correctness of such
measurements. No extra charge or compensation will be allowed because of differences
between actual dimensions and the dimensions indicated on the Contract Documents,
including the Drawings.
4.4.9
Ground Level Construction Photography.
4.4.9.1
The Contractor must furnish progress photographs of the project. The photographer
selected by the Contractor must be approved by the City and must be either a commercial
photographer or an individual experienced and equipped for such photography.
4.4.9.2
The Contractor must deliver to City all photographs taken during that period with each
application for payment. If the current photographs do not accompany the application, the
application will not be reviewed and will be returned to the Contractor as incomplete.
4.4.9.3
Photographs must be identified by use of typewritten labels affixed to the back of the
photograph. The label must provide a description of the view, the direction from which the
photograph was taken, the name of the project, City’s project number, the name of
Contractor and the date of the photography. The stationing must also be included for all
pipeline installations.
4.4.9.4
Photographs must be taken during the construction period and must be of aesthetic
composition and depict the progress of the Work from the beginning of construction
through and including the finished product. City may vary the specified frequency so that
significant progress or changes can be recorded on the photographs.
4.4.10
Underground Facilities.
4.4.10.1
The existence and number of facilities as shown on the Plans are estimated from
information furnished by the particular utility. Contractor is responsible for field verification
and location of all utilities prior to the start of construction. No field work will be allowed to
start until Contractor has contacted Arizona 811 and all affected utilities have been located.
In addition Contractor must expose and physically locate all potentially conflicting utilities
prior to construction. The actual locations of the utilities must be compared to locations
shown on the Plans and any required changes in alignment and grade must be made at the
time of construction in consultation with Project Manager. It is generally recognized and
Contractor should anticipate that information from Arizona 811 or information from utility
companies during project design, frequently fails to disclose all underground facilities. The
fact that more utility lines or other underground facilities are located in the Project Site than
shown on the Project Plans does not constitute an “unforeseen Condition” and such
undisclosed underground facilities do not differ materially from the conditions which
Contractor should expect. The provisions of Sections 105.4, 105.6, 107.11 and 109.8.1 of the
MAG Uniform Standard Specifications for Public Works Construction apply and are
incorporated herein by this reference.
4.4.10.2
Contractor is responsible for all coordination with utility companies. The provisions of
Sections 105.4, 105.6, 107.11 and 109.8.1 of the MAG Uniform Standard Specifications for
Public Works Construction strictly apply and no additional compensation will be paid to
Contractor for delays due to utility work on the project.
4.4.11
Relocation of Existing Water Meters. When a service line has been extended and a line
setter installed in a meter box, City forces will re-install meter. No compression fittings will
General Conditions
Revised: 10/19/2021
GC-15 of 75
be utilized.
4.4.12
Water Turn-On or Turn-Off.
4.4.12.1
Contractor must coordinate all water line turn-ons and turn-offs through the City.
Application must be made to the Municipal Utility Division and Contractor must pay the
established charges. The City will close existing valves, but will not guarantee a bone-dry
Shutdown.
4.4.12.2
Contractor must notify all customers affected by the turn-off not less than 48 hours in
advance. Notification must be in writing, must give the reason for the turn-off and must
give the estimated time and duration that water service will be interrupted. Contractor is
also notified that water turn-off will not be permitted on the Day before and after
Thanksgiving Day and Christmas Day.
4.4.12.3
No direct payment will be made to Contractor for turn-ons or turn-offs. Costs associated
therewith will be included in other items for which direct payment is made.
4.4.13
Tests and Inspections.
4.4.13.1
Contractor must give City timely (at a minimum, twenty-four hours) notice of readiness of
the Work for all required inspections, tests or approvals. Contractor must give timely notice
to City in advance of backfilling or otherwise covering any part of the Work so that city
representative may, if desired, observe such part of the Work before it is concealed.
Whenever Contractor varies the normal period during which Work or any portion of it is
carried on each Day, Contractor must give timely notice to City so that city representative
may, if desired, be present to observe the Work in progress. If Contractor fails to give such
timely notice, any Work done in the absence of city representative will be subject to
rejection. If Contractor gives such notice to City, but then is not ready for such inspections,
tests, approvals or observations at the time so noticed, Contractor must reimburse City for
all costs incurred by the attendance of city representatives.
4.4.13.2
If any law, ordinance, rule, regulation, code, or orders of any public body having jurisdiction
requires any Work (or part thereof) to be inspected, tested or approved, Contractor (unless
another party is specified in the Contract Documents) must assume full responsibility
therefor, pay all costs in connection therewith and furnish City the required certificates of
inspection, testing, or approval. Contractor must also be responsible for and must pay all
costs in connection with any inspection or testing required by the Specifications in
connection with City's acceptance of a manufacturer, fabricator, supplier or distributor of
materials or equipment proposed to be incorporated in the Work, or of materials or
equipment submitted for approval prior to Contractor's purchase thereof for incorporation
in the Work. The cost of all other inspections, tests and approvals required by the Contract
Documents will be paid by City (unless otherwise specified).
4.4.13.3
All inspections, tests or approvals other than those required by law, ordinance, rule,
regulation, code or order of any public body having jurisdiction must be performed by
organizations acceptable to City and by the Design Professional if so specified.
4.4.13.4
Neither observations by City, the Design Professional nor inspections, tests or approvals by
others will relieve Contractor from their obligations to perform the Work in accordance with
the Contract Documents.
General Conditions
Revised: 10/19/2021
GC-16 of 75
4.4.14
Uncovering Work. If any Work that is to be observed, inspected, tested or approved is
covered without written concurrence of City, it must, if requested by City be uncovered for
observation. Unless Contractor has given City timely notice of Contractor's intention to
cover such Work and City has not acted with reasonable promptness in response to such
notice, Contractor must furnish all necessary labor, material and bear all the expenses of
such uncovering, exposure, observation, inspection and testing and of satisfactory
reconstruction, including compensation for additional professional services, and an
appropriate deductive Change Order will be issued.
4.4.15
In all cases of interconnection of its Work with existing or other Work, Contractor must verify
at the Site all dimensions relating to such existing or other Work. Any errors due to
Contractor’s failure to so verify all such grades, elevations, locations or dimensions must
be promptly rectified by Contractor without any increase in the Contract Price. Any design
errors or omissions noted by Contractor during this review must be reported promptly to
City.
4.4.16
Contractor must establish and maintain all construction grades, lines, levels, and
benchmarks, and will be responsible for accuracy and protection of same. This Work
must be performed or supervised by a licensed civil engineer or surveyor in the State of
Arizona.
4.4.17
Contractor must photograph all buried piping of greater than four (4) inches in diameter
prior to backfill.
4.4.18
Contractor is responsible for the proper performance of the work of Subcontractors and any
acts and omissions in connection with such performance. Nothing in the Contract
Documents is intended or deemed to create any legal or contractual relationship
between City and any Subcontractor or Sub-Subcontractor, including but not limited to any
third-party beneficiary rights.
4.4.19
Contractor must coordinate the activities of all Subcontractors. Contractor must
coordinate performance of the Work with City’s Public Works & Utilities Department and
other departments or agencies within City. The Design Professional and other contractors
or parties involved in the Project. If City performs other work on the Project or at the Site with
separate contractors under City’s control, Contractor agrees to cooperate and coordinate
its activities with those of such separate contractors so that the Project can be completed
in an orderly and coordinated manner without unreasonable disruption.
4.4.20
Contractor will not substitute or change any Subcontractor or Supplier without the prior
written approval of City. Any substitute or replacement Subcontractor or Supplier must
be required to meet the same qualifications and selection criteria and process as the
original Subcontractor or Supplier. If a Subcontract/Supplier selection plan has been
approved by City, Contractor will follow that plan unless otherwise approved by City in
writing.
4.4.21
Contractor must not change or replace any members of its Project team, including
Contractor’s Representative, Project Manager, or Superintendent, without an explanation for
the change being given to City, and receiving prior written approval of the change from City,
which approval will not be unreasonably withheld.
4.4.22
Subcontractors whose scope of work has a value greater than 15% of the total Contract Price
are required to furnish performance and payment bonds to Contractor, unless otherwise
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approved in writing by City.
4.4.23
Contractor must comply with MAG Specification § 108.2 (E) unless otherwise specified in
Contract Documents.
4.5
CONTROL OF THE PROJECT SITE
4.5.1
Throughout all phases of construction, including suspension of Work, Contractor must keep
the Site reasonably free from debris, trash and construction wastes to permit Contractor to
perform its construction services efficiently, safely and without interfering with the use of
adjacent land areas.
Prior to Final Acceptance of the Work, or a portion of the Work,
Contractor must remove all debris, trash, construction wastes, materials, equipment,
machinery and tools arising from the Work or applicable portions thereof to permit City
to occupy the Project or a portion of the Project for its intended use.
4.5.2
Contractor must take whatever steps, procedures or means necessary to prevent dust
nuisance due to construction operations. The dust control measures must be maintained
at all times to the satisfaction of City and in accordance with the requirements of the
Maricopa County Bureau of Air Pollution Control Rules and Regulations.
4.5.3
Contractor must maintain Americans with Disabilities Act (ADA) and American National
Standards
Institute (ANSI) accessibility requirements during construction activities,
including
without
limitation compliance with the 2010 regulations governing
implementation of the ADA to the extent applicable.
ADA and ANSI accessibility
requirements must include, but not be limited to, parking, building access, areas of refuge,
and emergency exit paths of travel. Contractor i s responsible for the coordination of all
Work to minimize disruption to residents and the public.
4.5.4
Only materials and equipment used directly in the Work will be brought to and stored on the
Site by Contractor. When equipment is no longer required for Work, it must be removed
promptly from the Site. Protection of construction materials and equipment stored at the
Site from weather, theft, damage and all other adversity is solely the responsibility of the
Contractor.
4.5.5
Contractor agrees all persons working on the Site must act at all times in the best interest
of the Project and will comply with all applicable rules and regulations reasonably set forth
by City related to the Site. Notwithstanding the foregoing or anything in this Agreement to
the contrary, City may remove from the Site any individual who City deems in their
reasonable discretion to be creating a disturbance or causing any problem on the Site.
4.5.6
Contractor will be responsible to City for the acts and omissions of Contractor’s employees,
Subcontractors and their agents and employees, and any other person performing any of
the Work under a Contract with Contractor, or claiming by, through or under Contractor, for
all damages, losses, costs and expenses resulting from such acts or omissions.
4.5.7
City may conduct criminal, drive history, and all other requested background checks of
Contractor and Subcontractor personnel performing Work or who have access to City’s
information, data, or facilities in accordance with City’s current background check policies,
or the provisions of the Project Specific Conditions. Any officer, employee or agent that
fails to background check must be replaced immediately.
4.5.8
City will have a final authority, based upon security reasons: (i) to determine when
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Revised: 10/19/2021
GC-18 of 75
security clearance of Contractor’s and Subcontractor’s personnel is required; (ii) to determine
the nature of the security clearance, up to and including fingerprinting personnel; and
(iii) to determine whether or not any individual or entity may provide Services or perform
Work under the Contract.
4.5.9
If City objects to any personnel for any reasonable cause, then Contractor must, upon notice
from City, remove such individual from the Project.
4.6
PROJECT SAFETY
4.6.1
The Project and all Work performed in relation thereto is governed by applicable provisions
of the federal laws, including but not limited to, the latest amendments of the following:
a. Williams-Steiger Occupational Safety & Health Act of 1970, Public Law, 91-596.
b. Part 1910 and Part 1926 – Occupational Safety and Health Standards,
Chapter XVII of Title 29, Code of Federal Regulations.
c. Part 1518 – Safety and Health Regulations for Construction, Chapter XIII of
Title 29, Code of Federal Regulations.
4.6.2
Contractor is responsible for safety of the job Site for employees of Contractor as well
as for members of the general public and others who may drive or walk through or be at
the Site.
4.6.3
Contractor recognizes the importance of performing the Work in a safe manner so as to
prevent damage, injury or loss to: (i) all individuals at the Site, whether working or visiting;
(ii) the Work, including materials and equipment incorporated into the Work and stored On-
Site or Off-Site; and (iii) all other property at the Site or adjacent thereto, including trees,
shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for
removal, relocation or replacement in the course of construction; and (iv) the owners or
tenants of adjacent property and their patrons, employees and invitees.
4.6.4
Contractor assumes responsibility for implementing and monitoring all safety precautions
and programs related to the performance of the Work.
4.6.5
Contractor must provide a “competent person’ as required by O.S.H.A regulations. The
“competent person” must be identified at the Pre-Construction Conference with City
advised in writing of any changes.
4.6.6
The “competent person” must make routine daily inspections of the Site and must hold
weekly safety meetings with Contractor’s personnel, Subcontractors and others as
applicable.
4.6.7
Contractor and Subcontractors must comply with all legal and regulatory requirements
relating to safety, as well as any City specific safety requirements set forth in the Contract
Documents, provided that such City-specific requirements do not violate any applicable
legal and regulatory requirements.
4.6.8
Contractor will immediately report in writing any safety-related injury, loss, damage or
accident arising from the Work to Project Manager and, to the extent mandated by Legal
Requirements, to all government or quasi-government authorities having jurisdiction over
safety-related matters involving the Project or the Work.
General Conditions
Revised: 10/19/2021
GC-19 of 75
4.6.9
Contractor’s responsibility for safety under this Section is not intended in any way to
relieve Subcontractors and Sub-Subcontractors of their own contractual and legal
obligations and responsibility for (i) complying with all Legal Requirements, including those
related to health and safety matters, and (ii) taking all necessary measures to implement
and monitor all safety precautions and programs to guard against injury, losses, damages
or accidents resulting from their performance of the Work.
4.6.10
As between City and Contractor, Contractor is responsible to City for any and all the safety
issues relating to the Work on the Project. Contractor must administer and manage the
safety program. This will include, but not necessarily be limited to review of the safety
programs of each Subcontractor. Contractor must monitor the establishment and
execution of compliance with all applicable regulatory and advisory agency construction
safety standards. Contractor’s responsibility for review, monitoring, and coordination of the
Subcontractor’s safety programs will not extend to direct control over execution of the
Subcontractors’ safety programs. Notwithstanding Contractor’s safety obligations to City,
it is agreed and understood that each individual Subcontractor will remain controlling
employer responsible for the safety programs and precautions applicable to its own work
and the activities of other’s work in areas designated to be controlled by such Subcontractor
for purposes of workers compensation insurance coverage.
4.6.11
Nothing in this agreement will relieve Contractor of his responsibility to maintain traffic,
structures, etc., as noted on the Plans, Specifications, and Project Specific Conditions.
Contractor is responsible to provide all necessary shoring, bracing and trench support as
is necessary to maintain traffic structures, etc., as stipulated in the Plans, Specifications, and
Special Provisions. If the stability of adjoining building, walls, roadways, etc., is endangered
by Contractor’s excavation, shoring, bracing, or under pinning must be provided as
necessary to ensure project safety. Cost for shoring, bracing, underpinnings, and trench
support will be included in the appropriate items listed in the Contract Price, and no
additional payment will be made for this work.
4.7
MATERIALS QUALITY, SUBSTITUTIONS, AND SHOP DRAWINGS
4.7.1
Quality Control and Quality Assurance Testing.
4.7.1.1
All construction materials to be used or incorporated in the Project are subject to
inspection, Quality Control & Quality Assurance Testing, and approval or rejection by City.
Any material rejected by City must be removed immediately and replaced in an acceptable
manner to City at no additional cost to City. When QC/QA tests indicate noncompliance
with the Contract Documents, retesting must be performed by the same testing laboratory
that performed the tests that indicated noncompliance.
4.7.1.2
The Contractor must establish, provide, and maintain an effective Quality Control Testing
Program (QCTP). The Contractor must develop his own program or procure the services of
a consultant. In either case, the party performing the tests must be currently certified by the
National Bureau of Standards in the National Voluntary Laboratory Accreditation Program
(NVLAP) for construction
services or the AASHTO Accreditation Plan (AAP) for Soils,
Asphalt and Concrete. The Contractor must provide all support necessary to perform QC
and QA testing and sampling (i.e. shoring for testing trench backfill, backhoes, motor
graders, loaders, etc. to facilitate testing and sampling). The City will perform the QA testing.
4.7.1.3
The Contractor must submit a written QCTP to the City as a required submittal. The
Contractor must not begin Work until the Quality Control Program has been reviewed and
General Conditions
Revised: 10/19/2021
GC-20 of 75
accepted by the City. Resumes of all personnel that will be associated directly or indirectly
with the QCTP must be included.
4.7.1.4
The QCTP must include, but not be limited to, on-site/field and laboratory testing of all
material delivered to the Site and any existing materials or conditions pertinent to the
project.
4.7.1.5
All testing must be under the direction of a Professional Engineer registered in the State of
Arizona, knowledgeable in Materials Testing. All “Test Report” forms must be stamped by
said Engineer.
4.7.1.6
The written QCTP will set forth the responsibilities of the engineer, project manager,
supervisory personnel and each technician assigned to this project. Substitutions or
replacement of personnel must require prior written approval by the City. All personnel must
be proficient within their assigned duties and possess certification(s) commensurate with
their position and responsibilities. The minimum certification(s) for each technician must
be NICET Level II, Arizona Technical Testing Institute, American Concrete Institute, or other
nationally recognized program applicable to the project and approved by the City of
Chandler. The written QCTP must include a description of the required field and
construction materials laboratory tests, including required frequencies that meet the
minimums established herein.
4.7.1.7
The Contractor must establish a system to record and report all material test results. The
daily test reports must include, but not be limited to:
a. Test designation;
b. Date of test;
c. Name of tester;
d. Location of test/sample (station and offset);
e. Product suppliers and product codes (as applicable);
f.
Depth/elevation of test/sample;
g. Test result;
h. Control requirement(s);
i.
Cause of rejection (if applicable);
j.
Results of retests (if applicable); and
k. Remedial action (if applicable).
4.7.1.8
The Contractor must submit test results to the designated City representative.
4.7.1.9
The Contractor must also submit a weekly report to the City summarizing the testing
and construction activities completed by emailing the report to the email addresses noted
above. All weekly reports must be submitted simultaneously to the Contractor and the
City of Chandler. The report must include individual summary sheets for each utility line,
structure, and portion of the pavement section. Cores must be numbered sequentially
throughout the Project. Re-cores must reference the original core by number and must
contain the averaged values for thickness and density. Total pavement thickness must be
reported. Vertical location of tests for underground utilities must indicate the depth of the
General Conditions
Revised: 10/19/2021
GC-21 of 75
excavation at the location of the test (i.e., cut to flow line [if applicable], depth to bottom
or top of pipe, etc.). Density tests must be numbered sequentially. If the minimum number
of tests has not been performed per the written QCTP, this must be stated in the weekly
summary report with an explanation of the circumstances.
4.7.1.10
The City will maintain a copy of the Project test results and weekly reports in the Project
file. In cases where quality control activities do not comply with the contract provisions, the
City may:
a. Order the Contractor to replace ineffective or unqualified quality control
personnel.
b. Order the Contractor to stop operations until appropriate corrective action is
taken.
4.7.1.11
Although minimum testing requirements are specified herein, the Contractor bears full
responsibility for the quality of the materials and their installation and may elect to
perform additional testing beyond the requirements set forth herein to ensure compliance.
4.7.1.12
The Quality Control requirements contained in this Section are in addition to and separate
from Quality Assurance Testing, which will be performed by the City of Chandler or its
representative. If the Quality Assurance test results are not in agreement with the Quality
Control test results, the Contractor will have the option to retain a third party consultant for
referee tests. The third party consultant must meet the same requirements as the
consultant performing the Quality Control Testing. The results of the third party will be
binding. All cost incurred by the referee testing will be the Contractor’s expense. If the
Contractor elects not to retain a third party for referee testing, the City of Chandler test
results will prevail.
4.7.1.13
Except as otherwise noted within this Section, Work or materials required by this Section are
non- pay items. Per MAG Section 101, a non-pay item is an item of Work for which no
separate payment will be made, the cost of which is to be included as an incidental cost
for associated item(s) included on the Bid Schedule or Schedule of Values.
4.7.2
Trade Names and Substitutions.
4.7.2.1
Substitutions prior to bid will only be considered if in compliance with Arizona Revised
Statute § 34-104.
4.7.2.2
Contractor, if requested by City, must submit Samples or any additional information that
may be necessary to evaluate the acceptability of the substitution.
4.7.2.3
City will make the final decision and will notify Contractor in writing as to whether the
substitution has been accepted or rejected.
4.7.2.4
If City does not respond within 15 working days, Contractor must continue to perform the
Work in accordance with the Contract Documents and the substitution will be considered
rejected.
4.7.3
Shop Drawings.
4.7.3.1
Contractor must prepare and submit Shop Drawings which show details of all Work to insure
proper installation of the Work using those materials and equipment specified under the
approved Plans and Specifications.
General Conditions
Revised: 10/19/2021
GC-22 of 75
4.7.3.2
Contractor must submit a schedule of Shop Drawing submissions, which avoids bulk
submissions to the extent reasonably possible, with the Project Schedule for City approval.
The schedule of Shop Drawing submissions must include all of the items for which Shop
Drawings are required by the Contract Documents, including the Specifications. Unless
otherwise noted, Shop Drawings will not be required for items specified or detailed in
the Uniform Standard Specifications and Details or the Technical Specifications.
4.7.3.3
Shop Drawings must be numbered consecutively for each Specification section and must
accurately and distinctly present the following:
a. All working and erection dimensions.
b. Arrangements and sectional views.
c. Necessary details, including complete information for making connections
between work under this Contract and work under other Contracts.
d. Kinds of materials and finishes.
e. Parts list and description thereof.
4.7.3.4
Each Drawing or page must include:
a. Project Name, City of Chandler Project Number and descriptions.
b. Submittal date and space for revision dates.
c. Identification of equipment, product or material.
d. Name of Contractor and Subcontractor.
e. Name of Supplier and Manufacturer.
f.
Relation to adjacent structure of material.
g. Physical dimensions clearly identified.
h. ASTM and Federal Specifications references.
i.
Identification of and justification for deviations from the Contract Documents.
j.
Contractor’s stamp, initialed or signed, dated and certifying the review
of submittal, certification of field measurements and compliance with
Contract.
k. Location at which the equipment or materials are to be installed.
4.7.3.5
Location will mean both physical location and location relative to other connected or
attached material. City will return unchecked any submittal, which does not contain
complete data on the Work and full information on related matters.
4.7.3.6
Stock or standard drawings will not be accepted for review unless full identification and
supplementary information is shown thereon in ink or typewritten form.
4.7.3.7
Contractor must schedule, prepare and submit all Shop Drawings in accordance with a time-
table
that will allow its suppliers and manufacturers sufficient time to fabricate,
manufacture, inspect, test and deliver their respective products to the project Site in a
timely manner so as to not delay the complete performance of the Work.
4.7.3.8
If the Shop Drawings show departures from the Contract requirements, Contractor must
General Conditions
Revised: 10/19/2021
GC-23 of 75
make specific mention thereof in the Letter of Transmittal; otherwise review of such
submittals by City will not constitute review of the departure. Review of the Drawings will
constitute review of the specific subject matter for which the Drawings were submitted
and not of any other structure, material, equipment, or apparatus shown on the Drawings.
4.7.3.9
The review of Shop Drawings will be general and will not relieve Contractor of responsibility
for the accuracy of such Drawings, nor for the proper fitting and construction of the Work,
nor for the furnishing of materials or Work required by the Contract. No construction
called for by Shop Drawings will be initiated until such Drawings have been reviewed and
approved by City.
4.7.3.10
The procedure in seeking review of the Shop Drawings will be as follows:
a. Contractor must submit complete sets of Shop Drawings and other
descriptive data as specified in this Section.
b. After Contractor’s submittal or resubmittal of Shop Drawings, if Contractor
has submitted Shop Drawings in accordance with the City-approved
submittal schedule, or upon resubmission, City will be provided with three
(3) calendar weeks for review. Should City require additional review time
above and beyond the three (3) calendar weeks, Contractor may ask for a
time extension or monetary compensation, if they can present valid, factual
evidence that actual damages were incurred by Contractor. City will
determine
the amount of the time extension or the monetary
compensation to be awarded Contractor, if any, in accordance with City’s
Policy Statement for Calculating Delays and Damages, Appendix 1.
4.7.3.11
Contractor will be responsible for all extra costs incurred by City caused by Contractor’s
failure to comply with the procedure outline above.
4.7.4
Long Lead Time Items. Contractor must submit Shop Drawings, as required by the Engineer,
on all long lead items to be furnished and installed as part of the project within 10 Days
after the date of the executed Contract letter issued by City. In addition, Contractor
must order all long lead items to be furnished and installed as part of this Project within 3
Days after receiving approved Shop Drawings. For all long lead times for which Shop
Drawings are not required, Contractor must order said long lead items within 15 Days after
the date of the executed Contract letter issued by City. Within 2 Days after ordering
long lead items, Contractor must supply copies of all purchase orders, along with an
accurate delivery schedule from the supplier.
4.7.5
Construction Water. If Contractor uses water from City’s water system for construction
water, Contractor must obtain a fire hydrant meter from City of Chandler Utility Services
(480-782-2280) and all construction water must be obtained through the hydrant meter.
Contractor must pay all fees related to the hydrant meter and all water bills for construction
water. All cost for meters and construction water will be included in the Contract Price.
4.8
PROJECT RECORD DOCUMENTS
4.8.1
During the construction period, Contractor must maintain at the jobsite a full-size set of
prints of the Construction Document Drawings and Shop Drawings for Project Record
Document purposes.
4.8.2
Contractor must mark these Drawings to indicate the actual installation where the installation
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Revised: 10/19/2021
GC-24 of 75
varies from the original Construction Documents. Contractor must give particular attention
to information on elements that will be concealed, which would be difficult to identify or
measure and record later. Items required to be marked include but are not limited to:
a. Dimensional changes to the Drawings.
b. Revisions to details shown on Drawings.
c. Locations and depths of underground utilities.
d. Revisions to routing of piping and conduits.
e. Actual equipment locations.
f.
Changes made by Change Order or Addendum.
g. Details not on original Contract Drawings.
4.8.3
Contractor must mark completely and accurately Project Record Drawing sets of
Construction Documents.
4.8.4
Contractor must mark Project Record Drawings sets with red erasable colored pencil.
4.8.5
Contractor must note Request for Information (RFI) Numbers and Change Order numbers,
etc., as required to identify the source of the change to the Construction Documents.
4.8.6
Contractor must submit Project Record Drawing sets and Shop Drawings to City or its
representative for review and comment.
4.8.7
Upon receipt of the reviewed Project Record Drawings from City, Contractor must correct
any deficiencies and omissions to the Drawings and submit the final original of the Project
Record Drawings to City prior to Final Payment.
4.8.8
Project Manager will review the Project Record Drawings monthly prior to the date
established for the Payment Request and will be the sole judge of acceptance of these
Drawings.
4.9
WARRANTY AND CORRECTION OF DEFECTIVE WORK
4.9.1
Contractor warrants to City that the construction, including all materials and equipment
furnished as part of the Work, will be new unless otherwise specified in the Contract
Documents, of good quality, and free of defects in materials and workmanship. Contractor’s
warranty obligation excludes defects caused by abuse, alterations, or unreasonable failure
to maintain the construction by persons other than Contractor, subcontractors, or others
under Contractor’s control. Nothing in this warranty will limit any manufacturer’s warranty
which provides City with greater warranty rights than set forth herein or in the Contract.
Contractor will provide City with all manufacturers’ warranties and operation and
maintenance manuals upon substantial completion of the Work. Contractor’s warranty
must be for one (1) year, in accordance with MAG Specification § 108.8, and will commence
for all portions of the Work upon Final Acceptance of the entire Work as determined by City
under the Contract. All statutory or other warranties, express or implied, related to latent
defects will remain in force and are not limited by this provision.
4.9.2
City May Stop the Work. If the Work is defective, or Contractor fails to supply sufficient
skilled workmen or suitable materials or equipment, City may order Contractor to stop the
Work without cost to City, or any portion thereof, until the cause for such order has been
General Conditions
Revised: 10/19/2021
GC-25 of 75
eliminated; however, this right of City to stop the Work will not give rise to any duty on the
part of City to exercise this right for the benefit of Contractor or any other party.
4.9.3
Correction or Removal of Defective Work.
4.9.3.1
If required by City, Contractor must promptly, without cost to City and as specified by City,
either correct any defective Work, whether or not fabricated, installed or completed, or, if
the Work has been rejected by City, remove it from the Site and replace it with non-defective
Work. Contractor must correct any Work which may be displaced in correcting, removing or
replacing defective Work. No compensation will be allowed Contractor for such removal,
replacement or remedial Work. Contractor must reimburse City for costs incurred by City
due to such correction or removal including but not limited to additional expenses for
inspection, testing or observation and for repeated reviews by the City or Design
Professional.
4.9.3.2
Upon failure on the part of the Contractor to comply within a reasonably prompt time with
any written order of City to correct or remove defective Work, City has authority to cause
nonconforming materials or rejected Work to be remedied, removed, or replaced at the
Contractor's expense and to deduct the costs from any moneys due or to become due the
Contractor.
4.9.4
City May Correct Defective Work. If Contractor fails within a reasonable time after written
notice of City to proceed to correct defective Work or to remove and replace rejected Work
as required by City or if Contractor fails to perform the Work in accordance with the Contract
Documents (including any requirements of the progress schedule), City may, after 7 Days'
written notice to Contractor, correct and remedy any such deficiency. To the extent
necessary to complete corrective and remedial action, City may exclude Contractor from all
or part of the Work, and suspend Contractor's services related thereto, take possession of
Contractor's tools, appliances, construction equipment and machinery at the Site and
incorporate in the Work all materials and equipment stored at the Site or for which City has
paid Contractor, but which are stored elsewhere. Contractor must allow City, city
representatives, agents and employees such access to the Site as may be necessary to
enable City to exercise City’s rights under this Section. All direct and indirect costs of City in
exercising such rights will be charged against Contractor in an amount verified by City
representative, and a Change Order will be issued incorporating the necessary revisions in
the Contract Documents and a reduction in the Contract Price. Such direct and indirect
costs will include, in particular but without limitation, compensation for additional
professional services required and all costs of repair and replacement of Work or others
destroyed or damaged by correction, removal or replacement of Contractor's defective
Work. Contractor will not be allowed an extension of the Contract Time because of any delay
in Contractor’s performance of the Work attributable to the exercise by City or City's rights
hereunder.
4.9.5
Correction or Removal of Unauthorized Work.
4.9.5.1
Any Work done beyond the lines and grades shown on the Drawings or established by the
Design Professional or any changes in, additions to, or deductions from the Work done
without written authority will be considered as unauthorized and will not be paid for. Work
so done may be ordered remedied, removed, or replaced at the Contractor's expense.
4.9.5.2
Upon failure on the part of the Contractor to comply promptly with any order of the City,
City will have authority to cause unauthorized Work to be remedied, removed, or replaced
General Conditions
Revised: 10/19/2021
GC-26 of 75
at the Contractor's expense and to deduct the costs from any moneys due or to become
due the Contractor.
4.9.6
Correction Period - One Year Guarantee.
4.9.6.1
If, within one year after the date of Final Acceptance, or such longer period of time as may
be prescribed by law or by the terms of any applicable special guarantee required by the
Contract Documents, or by any specific provision of the Contract Documents, any Work is
found to be defective, Contractor must promptly, without cost to City and in accordance
with City's written instructions, either correct such defective Work, or, if it has been rejected
by City, remove it from the Site and replace it with non-defective Work. If Contractor does
not promptly comply with the terms of such instructions, or in an emergency where delay
would cause serious risk of loss or damage, City may have the defective Work corrected or
the rejected Work removed and replaced, and all direct and indirect costs of such removal
and replacement, including compensation for additional professional services, must be paid
by Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Contract Documents.
4.9.6.2
If, in the opinion of the City, defective Work creates a dangerous condition or requires
immediate correction or attention to prevent further loss to the City or to prevent
interruption of operation of the City, the City will attempt to give the notice required by this
Section. If the Contractor cannot be contacted or does not comply with the City's request
for correction within a reasonable time as determined by the City, the City may,
notwithstanding the provisions of this Section, proceed to make such correction or provide
such attention; and the costs of such correction or attention will be charged against the
Contractor. Such action by the City will not relieve the Contractor of the guarantees
required by this Section or elsewhere in the Contract Documents.
4.9.6.3
This Section does not in any way limit the guarantee on any items for which a longer
guarantee is specified or on any items for which a manufacturer or supplier gives a
guarantee for a longer period. The Contractor agrees to act as co-guarantor with such
manufacturer or supplier and must furnish the City all appropriate guarantee or warranty
certificates upon completion of the Project. No guarantee period, whether provided for in
this Section or elsewhere, will in any way limit the liability of Contractor or their sureties or
insurers under the indemnity or insurance provisions of these General Conditions and the
Project Specific Special Conditions.
4.9.7
Acceptance of Defective Work.
4.9.7.1
If, instead of requiring correction or removal and replacement of defective Work, City may
accept Work when in the best interest of the City to do so with appropriate monetary credit
from Contractor. If any such acceptance occurs prior to final payment, a Change Order will
be issued incorporating the necessary revisions in the Contract Documents, including
appropriate reduction in the Contract Price; or, if the acceptance occurs after final payment,
an appropriate amount must be paid by Contractor to City.
4.9.7.2
Alternatively, City may require Contractor to furnish at Contractor's expense, a special
performance guarantee or other surety prior to acceptance of defective work.
4.9.8
The Warranty period begins on the Final Acceptance date noted in the Certificate of
Completion, irrespective of early completion by some Subcontractors of their work.
General Conditions
Revised: 10/19/2021
GC-27 of 75
4.9.9
Contractor’s warranty obligation must be in accordance with MAG Specifications.
4.9.10
Nothing in the warranties contained in the Contract Documents are intended to limit any
manufacturer’s warranty which provides City with greater warranty rights than set forth
in this
Section or the Contract Documents. Contractor must provide City with all
manufacturers’ warranties
prior to Substantial Completion, if applicable, or Final
Acceptance.
4.9.11
Contractor agrees that it will be responsible to manage and administer the correction of any
Work that is not in conformance with the Contract Documents during the warranty periods
set forth in this Section, or during any longer periods to the extent required by the Contract
Documents. A progress payment, or partial or entire use or occupancy of the Project by City,
will not constitute acceptance of Work not in accordance with the Contract Documents.
4.9.12
When notified of a warranty issue, Contractor must respond in writing within 48-hours and
must perform warranty Work as soon as material for said repairs are available (as judged
solely by City), and in any event Contractor must, take immediate steps to commence and
complete correction of nonconforming Work no later than the time period set forth in
City’s written notification in accordance with the Contract Documents. This includes the
correction, removal or replacement of the nonconforming Work and any damage caused
to other parts of the Work affected by the nonconforming Work. If defects develop which
are determined by City to be an emergency, City will notify Contractor, via the most
expeditious means regarding the nature and condition of the defects. In turn, Contractor
must immediately dispatch necessary forces to correct the defect or the emergency
condition in accordance with Contract Documents.
4.9.13
The time periods referenced in this Section apply only to Contractor’s obligation to
correct nonconforming Work and is not intended to constitute a period of limitations for any
other rights or remedies that City may have regarding Contractor’s other obligations under
the Contract Documents.
4.9.14
Without limiting the foregoing or anything in these General Conditions or the Contract
to the contrary, Contractor must obtain and provide to City all warranties for any portion
of the Project offered by the manufacturer, installer or provider thereof. City and the user
of the facility will have the right to the full value and benefit of all such warranties.
Contractor must ensure all such warranties are fully transferrable to facilitate the full value
of this Section.
4.9.15
Contractor’s warranty excludes damages or defects caused by abuse, alterations to the Work
not executed by or through Contractor, improper or insufficient maintenance, improper
operation, or normal wear and tear and normal usage.
4.9.16
In the event of any noncompliance with this entire Section 4, City may require Contractor to
stop or suspend the Work in whole or in part.
SECTION 5 - CITY RESPONSIBILITIES
5.1
CITY PROJECT MANAGER AND INSPECTORS
5.1.1
Project Manager is responsible for providing City-supplied information and approvals in a
timely manner to assist Contractor to fulfill its obligations under the Contract Documents.
General Conditions
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GC-28 of 75
5.1.2
Project Manager will also provide Contractor with prompt notice when it observes any
failure on the part of Contractor to fulfill its contractual obligations, including any default
or defect in the Project or non-conformance with the Drawings and Specifications.
5.1.3
City may utilize Field Inspectors to assist Project Manager during construction in
observing performance of Contractor. City’s use of Inspectors is for the purpose of assisting
Project Manager.
5.1.4
The Inspectors are authorized to inspect all Work and materials furnished. Such inspections
may extend to all or part of the Work and to preparation, fabrication or manufacture of the
materials to be used. The Inspectors have the authority to issue instructions contrary to
the Construction Documents if approved and coordinated with the directions of Project
Manager.
5.1.5
The Inspectors have the authority to reject work or materials until any questions at issue can
be decided by Project Manager.
5.1.6
The use of Inspectors by City will not make City responsible for or give City control
over construction means, methods, techniques, sequences or procedures or for safety
precautions or programs or responsibility for Contractor’s failure to perform the Work in
accordance with Contract Documents. The Inspectors are not authorized to direct any of
Contractor’s activities, employees or Subcontractors.
5.2
DESIGN PROFESSIONAL SERVICES
City may contract separately with one or more Design Professionals to provide
construction administration of the Project. The Design Professional’s Contract, as well as
other firms hired by City may be furnished to Contractor. Contractor does not have the right
to limit or restrict or reject any Contract modifications that are mutually acceptable to City
and Design Professional.
5.3
CIT Y ’S SEP AR AT E CONT R ACT ORS
City is responsible for all work performed on the Project or at the Site by separate
contractors retained by City. City will contractually require its separate contractors to
reasonably cooperate with, and reasonably coordinate their activities so as not to interfere
with Contractor in order to enable Contractor to timely complete the Work consistent with
the Contract Documents. Contractor must immediately notify the Project manager, and
address the matter in the next monthly status report, if any activities of such separate
contractors are expected to interfere, or are interfering, with Contractor and such
interference will or could result in any delay in Contractor’s performance of the Work.
5.4
PERMIT REVIEW AND INSPECTIONS
5.4.1
If requested by Contractor, Project Manager will provide assistance and guidance in
obtaining necessary reviews, permits and inspections.
5.4.2
The regulating agencies of City, such as Development and Sustainability, Fire and
Planning Departments, enforce legal requirements. The enforcement activities of City are
independent and separate from this Agreement.
5.5
PLANS AND SPECIFICATIONS TO THE CONTRACTOR.
Contractor will be provided up to five copies of the Contract Documents as are reasonably
necessary for the execution of the Work. Additional copies will be furnished, upon request,
General Conditions
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at the cost of reproduction.
SECTION 6 - CONTRACT TIME
6.1
CONTRACT TIME
6.1.1
The Contract Time will start with the Notice to Proceed (“NTP”) and end with Final
Acceptance.
6.1.2
Beginning on the date of the NTP, Contractor must begin to fulfill Contractor’s obligations
under the Contract. Contractor’s obligations include providing City and other agencies
with any submittals required by the Project Specific Special Provisions, including but not
limited to, an approved Project Schedule, Traffic Control Plans, and a Stormwater Pollution
Prevention Plan. Contractor must submit all such required submittals before any physical
construction work commences on the Site. NTP does not authorize construction work
until all contract insurance, bonds, and schedules are submitted to and accepted by the
City.
6.1.3
The Contract Time will be as set forth in the Project Schedule. Contractor agrees that it
will commence performance of the Work and complete the Project through both
Substantial Completion and Final Acceptance within the Contract Time.
6.1.4
Time is of the essence of this Contract, for the Project, for the Work, and for each phase and
designated Milestone thereof.
6.1.5
Failure of Contractor to perform any covenant or condition contained in the Contract
Documents within the time periods specified herein, will constitute a material breach of this
Contract entitling City to terminate the Contract unless Contractor applies for and receives
an extension of time, in accordance with the procedures set forth in the Contract
Documents.
6.1.6
Failure of City to insist upon the performance of any covenant or condition within the time
periods specified herein, will not constitute a waiver of Contractor’s duty to perform every
other covenant or condition within the designated periods, unless a specific waiver is
granted in writing for each such covenant or condition.
6.1.7
City’s agreement to waive a specific time provision or to extend the time for performance
will not constitute a waiver of any other time provisions contained in the Contract
Documents. Failure of Contractor to complete performance promptly within the additional
time authorized in the waiver or extension of time agreement constitutes a material breach
of this Contract entitling City to all the remedies set forth herein or provided by law.
6.2
PROJECT SCHEDULE
6.2.1
The Project Schedule must be in Microsoft Project standard file format, must be updated and
maintained throughout the Contract Time, and must contain the following:
6.2.1.1
Detailed representation of all activities for the project, both on-site construction and major
procurement. All significant activities together with the resource loading requirements for
each and all items appearing on the schedule of values or bid schedule for progress
payments must be shown on the Project Schedule or in attached transmittal letter as
described in Section 6.2.8.
General Conditions
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GC-30 of 75
6.2.1.2
Dependencies between activities must be indicated so that it may establish as to the effect
the progress of any one activity would have on other activities and on the Schedule.
6.2.1.3
Activities for submission, review, and approval of all required submittals.
6.2.1.4
An amount of time will be established prior to the final completion date for “punch list and
cleanup”. No other activities will be scheduled during this period. Punch list and cleanup
must be shown on the Project Schedule and must be entirely completed prior to the
expiration of the Contract Time.
6.2.2
Within 10 Days of receipt of City’s comments, Contractor must make all required
corrections, adjustments, and additions to complete the Project Schedule and resubmit to
City for review. City’s review of and response to the Project Schedule is for the purpose of:
(1) City planning and staffing for the Project as may be required from time to time; (2)
ensuring Contractor’s general conformance with the scheduling requirements of the
Contract Documents and completion of the Project within the Contract Time; and (3)
monitoring and evaluating the construction status for purposes of approving monthly
progress payments. Acceptance of a submitted schedule by City should in no way be
construed as an affirmation or admission that the schedule is reasonable or workable by
Contractor. The responsibility for completing the Work on the Project within the Contract
Time remains the obligation of Contractor. City’s review does not relieve Contractor from
compliance with the requirements of the Contract Documents or be construed as
relieving Contractor of its complete and exclusive control over the means, methods,
sequences and techniques for executing the work.
6.2.3
The Project Schedule must show milestones, including milestones for City-furnished
information, and must include activities for City-furnished material and construction by
other contractors when those activities are interrelated with Contractor activities.
6.2.4
The Project Schedule must be revised as required by conditions and progress of the Work,
but such revisions do not relieve Contractor of its obligations to complete the Work
within the Contract Time, as adjusted in accordance with the Contract Documents. No
modification to the Contract Documents or the Contract Time will be effective unless
approved in advance by City.
6.2.5
For all items of materials and equipment that are critical or may require long lead times to
acquire, the Project Schedule must show dates for submission, review and approval of
submittals, ordering, and delivery.
6.2.6
An updated Project Schedule must be submitted monthly to City as part of the Payment
Request. The monthly submittal must include one full size plot of the entire schedule and
one electronic copy containing the schedule in Microsoft Project standard file format. In
addition, Contractor must, upon request by City, provide a copy of all submitted schedule
data in electronic
format which must be clearly labeled with the Project description,
scheduling program name and version number, and schedule print/data date.
6.2.7
Contractor must provide City with a monthly status report with each Project Schedule
detailing the progress of the Work, including: (i) if the Work is proceeding according to
schedule, (ii) any discrepancies, conflicts, or ambiguities found to exist in the Contract
Documents that require resolution, and (iii) other information detailing items that require
resolution so as not to jeopardize the ability to complete the Work in the Contract Time.
General Conditions
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6.2.8
With each Project Schedule submittal, Contractor must include a transmittal letter
including the following:
a. Description of problem tasks, referenced to field instructions or requests
for information (RFI’s), as appropriate.
b. Current and anticipated delays including:
(i)
Cause of the delay.
(ii)
Corrective action and schedule adjustments to correct the delay.
(iii)
Known or potential impacts and their delay on other activities,
milestones, and their impact on the Substantial Completion and
Final Acceptance dates.
(iv)
Changes in construction sequence.
c. Pending items and status thereof including but not limited to:
(i) Time Extension requests;
(ii)
Substantial Completion date status;
(iii)
Final Acceptance date status.
d. If ahead of schedule, the number of calendar Days ahead.
e. If behind schedule, the number of calendar Days behind.
f.
Other Project or scheduling concerns.
6.2.9
Critical Path Method (CPM).
6.2.9.1
Unless otherwise specified in the Contract, the Project Schedule must include a Critical
Path
Method (CPM) diagram schedule showing the sequence of activities, the
interdependence of each activity and identifies the Critical Path.
6.2.9.2
The CPM diagram schedule must be in calendar Days and indicate duration, earliest and
latest start and finish dates for all activities, and total Float Times for all activities except
critical activities. The CPM diagram must be presented in a time scaled graphical format for
the Project as a whole.
6.2.9.3
The CPM diagram schedule must indicate all relationships between activities.
6.2.9.4
The activities making the Project Schedule must contain sufficient detail to assure that
adequate planning has been done for proper execution of the Work and such that it provides
an appropriate basis for monitoring and evaluation the progress of the Work. Individual
activities must not exceed 30 Days in length, in most cases.
6.2.9.5
The CPM diagram schedule must be based upon activities, which coincide with the Schedule
of Values.
6.2.9.6
The CPM diagram schedule must show all submittals associated with each work activity and
the review time for each submittal.
6.2.10
Float Time.
6.2.10.1
The total Float Time within the overall schedule is for the exclusive use of City, but City
may approve Contractor’s use of Float as needed to meet contract Milestones and
General Conditions
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GC-32 of 75
the Project completion date.
6.2.10.2
Contractor will not be allowed to sequence, hide, or reallocate Float Time through
such strategies, as extending activity duration estimates to consume available Float, using
preferential logic, or using extensive crew/resource sequencing, tec. No time extensions
will be granted nor delay damages paid until a delay occurs which extends the Work beyond
the Contract Time.
6.2.11
City-Caused Delays. City-caused delays on the Project, if any, may be offset by City-caused
time savings (i.e., Critical Path submittals returned in less time than allowed by the Contract,
approval of substitution requests and credit changes which result in savings of time to
Contractor, etc.) In such an event, Contractor will not be entitled to receive a time extension
or delay damages until all City-caused time savings are exceeded and the Contract Time is
also exceeded.
6.2.12
Rain-Related Delays. Contractor is required, in preparing the Project Schedule to take into
account all relevant weather conditions, including normal rainfall and distribution. No
additional compensation will be given for any rain-related delays or impacts on the Work
or the Project Schedule. No time extension will be granted in the Project Schedule unless
the rainfall during the construction of Work is unusually severe, was not reasonably
anticipated, and the total rainfall was significantly in excess of the normal rainfall for the
Project Site location. Normal rainfall for the Project will be determined from the 10-year
average rainfall for the Site as measured by the National Oceanic and Atmospheric
Administration or comparable source of reliable information for rainfall in Chandler,
Arizona. In addition, the excessive rainfall must have actually impacted Work activities on
the Critical Path and caused delay beyond any remaining Float at the time of the rain- caused
delay. The burden of documenting normal rainfall, the excessive rainfall and the impact on
Critical Path activities is on Contractor. All other provisions in the Contract Documents
relating to claims, including without limitation notice requirements, apply to any claim by
Contractor for a rain delay.
6.2.13
City’s “Policy Statement for Calculating Delays and Damages,” Appendix 1 to these
General Conditions, will apply to all claims of delay and delay damages.
6.2.14
Force Majeure. If Contractor is delayed or prevented from the performance of any Work
required under this Contract by reason of acts of God or other causes beyond the control
and without fault of Contractor (financial inability excepted), performance of that Work will
be excused, but only for the period of the delay. The time for performance of the Work will
be extended for a period equivalent to the period of delay. In addition, the parties agree if
Contractor’s delayed or suspended performance directly arises out of or directly results
from the COVID-19 pandemic, Contractor’s delayed or suspended performance may be
excused as set forth in this clause. Provided, however; Contractor must give the City written
notice within 30 days of the occurrence of the event giving rise to COVID-19 pandemic
related delayed or suspended performance. For COVID-19 pandemic related delay or
suspended performance, the parties must agree in writing to the length of the excused
delay or suspended performance. Further, Contractor must obtain the City’s written
approval to use any allowance established as part of the project for delays and costs related
to the COVID-19 pandemic.
6.3
SUBSTANTIAL COMPLETION
6.3.1
When Contractor considers that the Work, phase or a portion thereof, which City agrees in
General Conditions
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GC-33 of 75
writing to accept separately, is substantially complete, City will prepare and submit to
Contractor a comprehensive Punch List of items to be completed or corrected prior to Final
Acceptance and Final Payment. Failure to include an item on such Punch List does not alter
the responsibility of Contractor to complete all Work in accordance with the Contract
Documents.
6.3.2
Upon receipt of Contractor’s Punch List, Project Manager will make an inspection to
determine whether the Work or designated portion thereof is substantially complete.
Project Manager may, at Project Manager’s sole option, be assisted in such inspection by
the Design Professional for the Project. If the inspection by the Project Manager discloses
any item, whether or not included on Contractor’s Punch List, which is not sufficiently
completed in accordance with the Contract Documents so that City can occupy or utilize
the Work, phase or designated portion thereof for its intended use, Contractor must,
before issuance of the Certificate of Substantial Completion, complete or correct such
item upon notification by Project Manager. In such case, Contractor must then submit a
request for another inspection by Project Manager to determine Substantial Completion.
6.3.3
Certificate of Substantial Completion.
6.3.3.1
The Project Manager will not issue a Certificate of Substantial Completion unless and until
the Work (or separable units or Phases as provided in the Contract Documents) is
essentially and satisfactorily complete in accordance with the Contract Documents, such
that the Project is ready for use by City for its intended purpose, opening to the general
public, full occupancy or use by City (including, without limitation, all separate units, or
rooms, facilities, access, income-generating areas, and all areas serving the general public,
as applicable, must be ready for full-operation
without material inconvenience or
discomfort), including, to the extent applicable to the Work, the following: all materials,
equipment, systems, controls, features, facilities, accessories and similar elements are
installed in the proper manner and in operating condition, inspected and approved;
surfaces have been painted; masonry and concrete cleaned with any sealer or other finish
applied; utilities and systems connected and functioning; site work complete; permanent
heating,
ventilation, air condition, vertical transportation and other systems properly
operating with proper controls; lighting and electrical systems installed, operable and
controlled; paving completed, signage installed, and other Work as applicable, has
been performed to a similar state of essential and satisfactory completion. A minor
amount of Work, as determined by and at the discretion of the Project Manager, such
as installation of minor accessories or items, a minor amount of painting, minor
replacement of defective work, minor adjustment of controls or sound
systems, or
completion or correction of minor exterior work that cannot be completed as a result of
weather conditions, will not delay determination of Substantial Completion. If prior
written approval is obtained from City for purposes of Substantial Completion, specified
areas of the entire Work or Project may be individually certified as Substantially
Complete. In no event will Substantial Completion be deemed to have occurred unless
and until: (i) a temporary certificate of occupancy has been issued by the appropriate
Governmental Authorities (as applicable) and (ii) all terms and Work required under this
Agreement have been fulfilled by Contractor and same will have also been approved and
accepted by City, subject only to the Punch List items.
6.3.3.2
If requested by City, Contractor must complete and turn-over to City the Project on a phased
basis. Each phase will have a separate inspection by the Project Manager, a Punch List
generated, and then an inspection by City with final approval and acceptance only after the
General Conditions
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GC-34 of 75
Project Manager’s Punch List.
6.4
PARTIAL UTILIZATION
6.4.1
City at City’s option may use and occupy any substantially completed parts of the Work
which has specifically been identified in the Contract Documents, or which City, the Design
Professional and Contractor agree constitutes a separately functioning and usable part of
the Work that can be used by City for its intended purpose, without significant interference
with Contractor’s performance of the remainder of the Work, provided, however, if the
portion of the Work to be used or occupied has not been found to be substantially complete,
City must do so in accordance with Section 6.3 prior to such occupancy.
6.4.2
In lieu of the issuance of a Certificate of Substantial Completion as to part of the Work, City
may take over operation of a facility constituting part of the Work whether or not it is
substantially complete if such facility is functionally and separately usable; provided that
prior to any such takeover, City and Contractor agree in writing as to the division of
responsibilities between City and Contractor for security, operation, safety, maintenance,
correction period, heat, utilities and insurance with respect to such facility.
6.4.3
Substantial Completion of or City's beneficial occupancy of a part of the Project will not alter
the fact that the one-year warranty for the whole Project starts at the date of Final
Completion of the whole Project.
6.5
FINAL ACCEPTANCE
6.5.1
Unless otherwise expressly agreed to in writing by City, Final Acceptance must be obtained
by no later than 30 Days (60 Days for federally funded contracts) after the date of Substantial
Completion. Failure to timely obtain Final Acceptance will be a material breach of the
Contract.
6.5.2
Upon receipt of written notice that the Work is ready for final inspection and acceptance, City
and Contractor will jointly inspect to verify that the remaining items of Work have been
completed. There will be no partial acceptance. Final Acceptance will not occur until all
items of Work, including Punch List Items, have been completed to City’s satisfaction as
reflected in the written Final Acceptance.
6.5.3
Final Payment will not be due, owing, or paid by City until Final Acceptance is issued.
6.5.4
Landscape Establishment Period. Unless otherwise expressly agreed to in writing by City, the
Landscape Establishment Period will begin on the date of Final Acceptance of the Project and
will run 90 Calendar Days thereafter. Landscape Establishment Period requirements are
detailed in General Conditions Appendices, attached herein.
6.6
CONTINUATION OF WORK
6.6.1
Permitting Contractor to continue and finish the Work or any part of it after the time fixed
for its completion (whether milestone, phase, Substantial Completion or Final Acceptance)
or after the date to which the time fixed for any completion may have been extended, does
not operate as a waiver by City of any rights under the Contract Documents, law or equity.
6.6.2
Furthermore, the timely completion of the Work being of the utmost importance under
this Contract, notwithstanding the existence of one or more disputes between the parties
concerning the scope of the Work, the Project Schedule, Contract Time, payments or any
General Conditions
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GC-35 of 75
other matter, and further notwithstanding a party’s invocation of the Dispute Resolution
provisions specified in Appendix 6 of these General Conditions, unless City suspends
the Contract or Contractor’s performance pursuant to Section 10 of these General
Conditions, Contractor will continue to prosecute the Work, including any Change Order
work or Extra Work Orders, in a diligent and timely manner and not stop, slow down or
impede by action or inaction the progress of the Work, including commencing performance
of and thereafter completing any additional work called out in any Change Order or Extra
Work Order issued by Project Manager with the approval of City, so long as City makes
payment to Contractor in accordance with Section 8 of these General Conditions.
SECTION 7 - CONTRACT PRICE
7.1
UNIT PRICE CONTRACTS
7.1.1
The Contract Price for all Unit Price Contracts will be the amount set forth in the Contract
or Change Order multiplied by the verified quantity provided.
7.1.2
Measurements of quantities to determine the total Contract Price must be in accordance with
MAG Specification §§ 109.1 and 109.2.
7.1.3
The Unit Price may only be changed as set forth in Section 9 below.
7.2
CHANGE ORDERS
7.2.1
Unit Price Change Orders. The Change Order Price for all Unit Price Change Orders will be
the amount set forth in the Change Order multiplied by the verified quantity provided.
7.2.2
Measurements of quantities to determine the total Change Order Price must be in
accordance with MAG Specifications §§ 109.1 and 109.2.
7.2.3
The Unit Price may only be changed as set forth in Section 9 below.
7.2.4
MAG Specification § 109.4.1 is modified as follows: Before § 109.4.1, the following is added:
Any deduction or increase in the Contract Price must be supported by a signed, written
Change Order fully executed by City, and supported by such backup as the Project Manager
may require. No adjustments in any Unit Prices will be allowed. Sections 109.4.1(A) and (B)
and 109.4.2(A) are deleted in their entirety.
7.3
SALES TAX
Contractor is required to pay all applicable sales tax in accordance with the law of the state of
Arizona and this cost must be included in all Contract Prices. When equipment, materials or
supplies generally taxable to Contractor are eligible for a tax exemption due to the nature
of the Project, Contractor must assist City in applying for and obtaining such tax credits and
exemptions which will be paid or credited to City.
SECTION 8 - PAYMENT
8.1
PAYMENT FOR CONSTRUCTION SERVICES
8.1.1
Payment for the Work will be made in accordance with MAG Standard Specification § 109
as amended below.
8.1.2
Contractor must submit to City for review a completed Contractor Payment Request signed
General Conditions
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by Contractor, covering the Work completed as of the date of the Request and accompanied
by such supporting documentation as is required by the Contract Documents and also as
City may reasonably require. A Contractor Payment Request will not be considered
complete unless it is accompanied by an updated Project Schedule and a certification that
the on-site, red lined, as built Drawings are up to date. If payment is requested on the basis
of materials and equipment not incorporated in the Work but delivered and suitably,
securely stored at the Site or at another location (such as a bonded warehouse) agreed to
in writing, the Contractor Payment Request must also be accompanied by such data,
satisfactory to City, as will establish City's title to the material and equipment and protect
City's interest therein, including applicable insurance. Each subsequent Contractor Payment
Request must include an affidavit of Contractor stating that all previous progress payments
received on account of the Work have been applied to discharge in full all of Contractor's
obligations reflected in prior Contractor Payment Requests.
8.1.3
Except for Work performed under a JOC contract, the Contracting Agency will retain 10
percent of all estimates as a guarantee for complete performance of the Contract in
accordance with Arizona Revised Statutes Section 34-221 or 34-607. The Contractor may
elect to deposit securities in lieu of retention in accordance with Arizona Revised Statutes
Section 34-221, Paragraph C.5. or 34-607, Paragraph B.5.
8.1.4
The payment process functions as follows: Prior to the payment cycle date, Contractor must
send a draft Contractor Payment Request to Project Manager. The Project Team will review
the Request and agree upon any necessary adjustments. Contractor must certify the final
Request by signing and returning to Project Manager.
8.1.5
When construction of the Project is fifty percent (50%) completed, Contractor may
request payment of one-half of the retention pursuant to A.R.S. § 34-609(B)(3), subject to all
of City’s rights to withhold or offset payments, and other rights of City, under the Contract.
8.1.6
City reserves the right under A.R.S. § 34-609(B)(3) to reinstate the ten percent (10%) retention
if City determines that satisfactory progress is not being made.
8.1.7
Contractor’s Warranty of Title.
8.1.7.1
Contractor warrants and guarantees that title to all Work, materials and equipment covered
by any Contractor Payment Request, whether incorporated in the Project or not, will pass
to City at the time of payment, free and clear of all liens, claims, security interests, and
encumbrances, provided that this will not preclude the Contractor from installing metering
devices or other equipment of utility companies or municipalities, the title of which is
commonly retained by the utility company or municipality.
8.1.7.2
No materials, supplies, or equipment for the Work under this Contract will be purchased
subject to any chattel mortgage or under a conditional sale contract or other agreement by
which an interest therein, or any part thereof, is retained by the seller or supplier.
8.1.7.3
Nothing contained in this Section will defeat or impair the right of such persons furnishing
materials or labor under any bond given by the Contractor for their protection, or any right
under any law permitting such persons to look to funds due the Contractor in the hands of
the City. The provisions of this Section must be inserted in all subcontracts and material
contracts, and notices of its provision must be given to all persons furnishing materials for
the Work when no formal contract is entered into for such materials.
General Conditions
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8.2
PAYMENT UPON SUBSTANTIAL COMPLETION
8.2.1
No payment will be made upon Substantial Completion, except for a regularly-scheduled
monthly progress payment, as allowed by Section 8.2.2.
8.2.2
No further payments will be made to Contractor until Final Acceptance.
8.3
FINAL PAYMENT
8.3.1
Subject to all of City’s rights to withhold or offset payment, and other rights under the
Contract, Final Payment including remaining retainage will be paid only after:
a. Work has been fully completed (including completion of all incorrect or
incomplete work items) and the written Final Acceptance has been issued by
City;
b. Necessary operating manuals, any excess materials and supplies necessary
for matching materials and supplies incorporated into the Work,
acceptable sewer video results (if applicable), and complete “as-built”
Drawings (including the Building Information Model, if required by the
Contract Documents) have been delivered to City, as specified in this
Section 8.3;
c. Full and unconditional lien waivers and releases by Contractor and any
person performing labor or supplying material, machinery, fixtures, or tools
for the Work have been delivered to Contractor;
d. All conditions and requirements imposed by City or any financing entity
for the corresponding disbursement have been met; and
e. Contractor delivers to City a Contractor Payment Request requesting Final
Payment.
8.3.2
Contractor must also submit a signed copy of Contractor’s Affidavit Regarding Settlement
of Claims, Appendix 3 to these General Conditions, and Certificate of Completion, Appendix 7
to these General Conditions, prior to Final Payment.
8.3.3
In addition, if required under the Project Specific Special Provisions, Contractor must
compile a complete equipment list and maintenance manual to be submitted to City
as a precondition to Final Payment. The list must include the following items for all
equipment supplied under the Plumbing, Electrical, Air Conditioning, Elevator, and other
Special Equipment Specifications:
a. Name, Model and Manufacturer.
b. Complete parts lists and Drawings.
c. Local source of supply for replacement parts along with suppliers’ telephone
numbers.
d. Local service organizations serving the equipment and their telephone
numbers.
e. All tags, inspection slips, instruction packages, etc., removed from
equipment must be properly identified as to pieces of equipment from
which they were taken.
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8.3.4
Contractor must also deliver to City, prior to Final Payment, one (1) digital (in the format
specified by City), and if requested by City, one (1) hard copy, of any applicable
Maintenance manuals. Each manual must include all manufacturer’s operation and
maintenance instructions and “as-built” Drawings with the list herein specified. It must also
include all other diagrams and instructions necessary to properly operate and maintain the
equipment, the name, address and telephone number of Contractor and all Subcontractors
involved.
8.4
CIT Y ’S RIGHT TO WITHHOLD PAYMENT
City may withhold payment to such extent as may be necessary in City’s opinion to protect
City from loss for which Contractor is responsible, including, without limitation, if any of
the following conditions exist:
a. Defective Work not remedied;
b. Third party claims filed or reasonable evidence indicating probable filing of
such claims unless security acceptable to City is provided by Contractor;
c. Failure of Contractor to make payments properly to Subcontractors or for
labor, materials or equipment;
d. Reasonable evidence that the Work cannot be completed for the unpaid
balance of the Contract Price;
e. Damage to City or another Contractor;
f.
Reasonable evidence that the Work will not be completed within the Contract
Time, and that the unpaid balance would not be adequate to cover actual or
liquidated damages for the anticipated delay;
g. Failure to carry out the Work in accordance with the Contract Documents; or
h. Contractor is in default of any of its other obligations under the Contract
Documents.
8.5
JOINT/DIRECT CHECKS
To promote the timely completion and progress of the Work or when appropriate and
necessary, payments to Contractor may be made jointly to Contractor and its employees,
agents, Subcontractors and suppliers, or any of them. For federally funded contracts, see
federal provisions for additional requirements for the joint check process.
8.6
PAYMENT NOT A WAIVER
No payment (nor use or occupancy of the Project by City) will be deemed acceptance or
approval of the Work or as a waiver of any claims, rights, or remedies of City.
8.7
LIENS AND BOND CLAIMS
Contractor must make all payments, in the time required, of all labor and materials
furnished to Contractor in the course of the Work and must promptly furnish evidence of
such payments as City may require. Contractor must pay when due all claims arising out of
performance of the Work covered by this Contract for which a lien may be filed either
against the real estate or leasehold interest of City, or against payments due from City to
Contractor, or for which a claim may be made against any payment or performance bond
or both. To the fullest extent permitted by law, Contractor agrees that no liens or other
claims in the nature of a lien against the real estate, leasehold, or other interest of City,
against payment due from City to Contractor, or against any payment or performance
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bond, must be filed or made in connection with the Work by any party who has supplied
professional services, labor, materials, machinery, fixtures, tools, or equipment used in or
in connection with the performance of this Contract, and Contractor agrees to remove or
to cause to be removed any such liens or claims in the nature of a lien or bond claim within
10 Days upon receiving notice or obtaining actual knowledge of the existence of such liens
or claim. In addition, Contractor agrees to defend, indemnify, and hold harmless City
from and against any and all such liens and claims. This paragraph does not apply to claims
and liens of Contractor due to non-payment for work performed.
8.8
FIN AN CI AL R ECORDKE EPI NG AND C IT Y ’S AUD I T RIGHT
8.8.1
Records for all Contracts between City and Contractor must, upon reasonable notice, be
open to inspection and subject to audit, scanning, and reproduction during normal
business working hours. Such audits may be performed by any City’s representative or any
outside representative engaged by City for the purpose of examining such records. City or
its designee may conduct such audits or inspections throughout the term of this Contract
and for a period of five years after Final Payment or longer if required by law. City’s
representatives may (without limitation) conduct verifications such as counting employees
at the Site, witnessing the distribution of payroll, verifying information and amounts through
interviews and written confirmations with Contractor employees, field and agency labor,
Subcontractors, and vendors.
8.8.2
Contractor’s “records” must include any and all information, materials and data of every kind
and
character, including without limitation, records, books, papers, documents,
subscriptions, recordings, agreements, purchase orders, leases, contracts, commitments,
arrangements, notes daily diaries, superintendent reports, drawings, receipts, vouchers and
memoranda, and any and all other agreements, sources of information and matters that
may in City’s judgment have any bearing on or pertain to any matters, rights, duties or
obligations under or covered by any Contract Document. Such records must include (hard
copy, as well as computer readable data if it can be made available), written policies and
procedures; time sheets; payroll registers; payroll records; cancelled payroll checks;
subcontract files (including proposals of successful and unsuccessful bidders, bid recaps,
negotiation notes, etc.); original bid estimates; estimating work sheets; correspondence;
Change Order files (including documentation covering negotiated settlements); back-
charge logs and supporting documentation; invoices and related payment documentation;
general ledger, information detailing cash and trade discounts earned, insurance rebates
and dividends; and any other Contractor records which may have a bearing on matters of
interest to City or the Project in connection with Contractor’s dealings with City or the
Project (all foregoing
hereinafter referred to as “records”) to the extent necessary to
adequately permit evaluation and verification of any or all of the following:
a. Compliance with Contract requirements for deliverables;
b. Compliance with approved Plans and Specifications;
c. Compliance with § 14.9 below;
d. Compliance with Contract provisions regarding the pricing of Change Orders;
e. Accuracy of Contractor representations regarding the pricing of invoices; or
f.
Accuracy of Contractor representations related to claims submitted by
Contractor or any of their employees.
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8.8.3
Contractor must require all payees (examples of payees include Subcontractors, Suppliers,
Insurance Carriers, etc.) to comply with the provisions of this Section by including the
requirements hereof in a written Contract Agreement between Contractor and payee.
Contractor will ensure that all payees (including those entering into lump sum contracts)
have the same right to audit provisions contained in this contract included in their contracts
with Contractor.
8.8.4
City’s authorized representative(s) (including, without limitation, Project Manager) must have
reasonable access to Contractor’s facilities, must be allowed to interview all current or former
employees to discuss matters pertinent to the performance of this contract and must be
provided adequate and appropriate work space, in order to conduct audits in compliance
with this Section.
8.8.5
If an audit inspection or examination in accordance with this Section, discloses overpricing
or overcharges to City (of any nature) by Contractor or Contractor’s Subcontractors in excess
of $100,000 in addition to making adjustments for the overcharges, the reasonable actual
cost of City’s audit must be reimbursed to City by Contractor. Any adjustments or payments
which must be made as a result of any such audit or inspection of Contractor’s invoices or
records must be made within a reasonable amount of time (not to exceed 90 Days) from
presentation of City’s findings to Contractor.
8.8.6
In addition to the normal paperwork documentation Contractor typically furnishes to City,
Contractor agrees to furnish, upon written request from City, any of the documentation
necessary for City to exercise its audit rights under this Section 8.8 in computer readable file
formats (Word, Excel, or .pdf), as City may designate.
8.8.7
City, its authorized representative, and the appropriate agency, reserve the right to
audit Contractor’s records in compliance with local, state or federal policies, statutes
or at City’s discretion, within three (3) years of Final Acceptance of the Work.
SECTION 9 - CHANGES TO THE CONTRACT
9.1
FIELD ORDERS
City may authorize minor changes in the Work not involving an adjustment in the Contract
Price or the Contract Times, which are consistent with the overall intent of the Contract
Documents. These may be accomplished by a written Field Order on the standard form
approved and executed by City. Such Field Orders must be binding and Contractor must
perform the change promptly. If Contractor believes that a Field Order justifies an increase
in the Contract Price or Contract Time, Contractor may make a claim therefor as provided
in Section 7.2.
9.2
EXTRA WORK/CHANGES IN THE WORK
9.2.1
City reserves the right to make such changes in the Plans and Specifications for the Work,
as it may deem appropriate and any such change as set forth in a written Change Order
must be deemed a part of this Contract as if originally incorporated herein.
9.2.2
In the event City and Contractor cannot agree on the terms of a Change Order, or
when circumstances otherwise require, the Project Manager has the authority to direct the
Contractor to perform extra work, if the work in question is an item not provided for in the
Contract as awarded. The Project Manager will have the authority to determine, based
upon factual evidence presented by the Contractor, whether the work in question is an
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item not provided for in the Contract as awarded. If the Project Manager directs the
Contractor to perform extra work, the Project Manager’s instructions will include a price
that the Contractor cannot exceed in charging the City for the extra work. Upon receipt of
the Project Manager’s directions to perform extra work, the Contractor must promptly
proceed with the extra work and document the actual cost thereof. Contractor’s right to
payment for extra work will be determined under Subsection 9.2.4 below. The Contractor is
responsible to manage the extra work to ensure that the price limits set by the Project
Manager are not exceeded. Contractor must perform the extra work and submit
documentation for the actual cost of the extra work to the City. A Change Order will be
issued to cover this work.
9.2.3
Contractor will not be entitled to payment for extra work unless a written Change Order, in
form and content prescribed by City, has been executed by City. On all requests for Change
Orders, Contractor must specify the increased or decreased costs and whether it
believes any extensions of time will be necessary to complete its Work as modified by the
Change Order. If extra work is performed under Subsection 9.2.2 above, a corresponding
Change Order will be prepared, approved and processed by City before payment can be
made to Contractor.
9.2.4
In general, pricing for Change Orders will include the same mark-up percentages that were
in effect when the Contract was awarded. The cost or credit to the City resulting from a
change in the Work is subject to Appendix 1 (Policy Statement for Calculating Delays and
Damages) and will be determined, based on the type of pricing for the Contract involved, as
follows:
a. By mutual acceptance of a lump sum properly itemized in a form acceptable
to City;
b. By unit prices stated in the Contract Documents;
c. When the City determines that a Unit Price Book Job Order associated with
a Job Order Contract requires a Change Order, by using the same Total Cost
Data and CCI that are in effect when the Change Order is anticipated to be
issued; or
d. By actual cost and a percentage fee covering overhead and profit, as follows:
(i)
Contractor will perform the extra work and be compensated for actual
cost of labor, materials and equipment.
(ii)
Contractor will have the right to add the fee percentage applicable
to the Work under the Contract, or if no such fee has been agreed
to by the parties, not more than five percent (5%) to the
Subcontractor’s prices for authorized extra work performed solely
by Subcontractors. Such percentage will include all of Contractor’s
charges for overhead, profit, administration and supervision.
(iii)
Contractor or Subcontractor will have the right to add the fee
percentage applicable to Work under the Contract for self-performed
extra work, or if no such fee has been agreed to by the parties,
Contractor’s or Subcontractor’s maximum total allowable additions
for overhead, profit, administration and supervision will not exceed
ten percent (10%) of actual verifiable labor, materials and
equipment for such self- performed extra work.
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9.2.5
Any agreement which modifies the terms of the Contract (including Change Orders) will
be approved in writing by the Project Manager. Once properly executed by both parties,
these modifications to the Contract will have the same effect as if they had been included in
the original Contract.
9.3
ACCURACY OF CHANGE ORDER PRICING INFORMATION
9.3.1
Subject to Sections 9.3.2 through 9.3.4, signature by the contracting parties constitutes full
accord and satisfaction between City and Contractor for all costs, damages, and expenses
of whatever kind of nature, including delay, impact or acceleration damages, which may be
occasioned by a Change Order of other modification of the Contract agreed to in writing.
9.3.2
Accurate Change Order Pricing Information: Contractor agrees that it is responsible for
submitting accurate cost and pricing data to City to support its Fixed Price, Unit Price, or
Cost Plus Change Order Proposals or other Contract Price adjustments under the
Contract. Contractor further agrees to submit Change Order proposals with cost and
pricing data which is accurate, complete, current, and in accordance with the terms of
the Contract with respect to pricing of change orders. Contractor agrees that any “buy-
out savings” on Change Orders will accrue 100% to Owner. “Buy-out savings” are defined
as any savings negotiated by the Contractor with a Subcontractor or a Material Supplier
after receiving approval of a Change Order amount that was designated to be paid to a
specific Subcontractor or Supplier for the Approved Change Order work.
9.3.3
Right to Verify Change Order Pricing Information: Contractor agrees that City, through
its designated representative, will have the right to examine, copy, and scan the records
of the Contractor, Subcontractor or Sub-Subcontractor’s records (during the Contract
period and up to three years after final payment is made on the Contract) to verify the
accuracy and appropriateness of the pricing data used to price all Change Order
proposals or claims. Contractor agrees that if City determines the cost and pricing data
submitted (whether approved or not) was inaccurate, incomplete, not current, or not in
compliance with the terms of the Contract
regarding pricing of Change Orders, an
appropriate Contract Price adjustment will be made. Such post-approval Contact Price
adjustments will apply to all levels of contractors and Subcontractors and to all types of
Change Order proposals, specifically including Fixed Price, Unit Price, and Cost Plus Change
Orders.
9.3.4
Requirements for Detailed Change Order Pricing Information: Contractor agrees to
provide a detailed breakdown of allowable labor and labor burden cost (i.e., base wage
rate of applicable classifications of workers, payroll taxes, and insurance and benefits
costs). This information will be used to evaluate the potential cost of labor and labor burden
related to Change Order work. It is intended that this information represent an accurate
estimate of the Contractor’s actual labor and labor burden cost components. Information
is not intended to establish fixed billing or Change Order pricing labor rates. However, at the
time Change Orders are priced, the submitted cost data for labor rates may be used to price
Change Order work. The accuracy of any such agreed upon labor rate cost components
used to price Change Orders will be subject to later audit. Approved Change Order
amounts may be adjusted later to correct the impact of inaccurate labor cost
components if the agreed upon labor cost components are determined to be inaccurate.
9.4
EMERGENCIES
In any emergency affecting the safety of persons or property, Contractor will act, at its
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discretion, to prevent threatened damage, injury or loss. Any change in the Contract Price or
Contract Time resulting from emergency work will be determined as provided in this Section.
9.5
DIFFERING SITE CONDITIONS
9.5.1
If Differing Site Conditions are encountered at the Project Site, then notice by the observing
party must be given to the other party promptly before conditions are disturbed (to the extent
practicable) and in no event later than 14 Days after first observance of the conditions.
City will promptly investigate such conditions and, if City determines that Differing Site
Conditions exist and they materially cause an increase in the cost of, or time required for,
performance of any part of the Work, Contractor will be entitled to equitable adjustment
in the Contract Price or Construction Schedule (and other time requirements), or both. If it
is determined by City that the conditions at the Project Site are not Differing Site Conditions
and no change is justified, then City will so notify Contractor in writing, stating the reasons.
Claims in opposition to such determination must be made within 14 Days after City has
given notice of its decision. If City and Contractor cannot agree on an adjustment in the
Contract Price or Construction Schedule (and other time requirements), the adjustment
may be submitted to dispute resolution as provided these General Conditions.
9.6
CHANGES IN LAWS, REGULATIONS, OR LEGAL REQUIREMENTS OR TAXES
In the event of a material change in applicable Laws, Regulations, or Legal Requirements, or
taxes subsequent to the date of the Contract by the parties, Contractor may be entitled
to a Change Order, in City’s discretion, to the extent Contractor can document to the
satisfaction of City that such change significantly increases Contractor’s actual cost of
performance of the Work.
SECTION 10 -SUSPENSION AND TERMINATION
10.1
SUSPENSION
City may suspend the Contract and Contractor’s performance in accordance with MAG
Specifications § 105.1 and 108.7.
10.2
TERMINATION BY THE CITY FOR CAUSE
10.2.1
MAG Specifications § 108.11 applies to the Contract.
10.2.2
City may also terminate the Contract if City determines, in its sole discretion that Contractor
has:
a. After prior written notice, refused or failed to supply enough properly skilled
workers or proper materials;
b. After prior written notice, failed to make payment to Subcontractors for
materials or labor in accordance with the respective agreements between
Contractor and the Subcontractors;
c.
After prior written notice, disregards laws, ordinances, or rules, regulations or
orders of a public authority having jurisdiction;
d. After prior written notice, repeatedly failed to comply with written directives
from City;
e. Is adjudged as bankrupt or insolvent;
f.
Made a general assignment for the benefit of creditors;
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g. Appointed a trustee or receiver for itself or any of its property;
h. Filed a petition to take advantage of any debtor's act, or to reorganize under
the bankruptcy or similar laws; or
i.
Otherwise breached a provision of the Contract Documents or any other
contract between City and Contractor.
10.2.3
When any of the above reasons exist, City may terminate the Contract, without prejudice to
any other rights or remedies of City, after giving Contractor and Contractors’ surety, if any,
7 Days written notice of City’s intent to terminate the Contract and Contractor’s failure to
cure any such reasons. Upon such termination, City may: (1) take possession of the Site
and of all materials thereon owned by Contractor; or (2) finish the Work by whatever
reasonable method City may deem expedient. When City terminates the Contract for one of
the reasons state above, Contractor will not be entitled to receive further payment until the
Work is finished. If the unpaid balance of the Contract Price existing at the time of such
termination exceeds the costs and expenses of finishing the Work and any other damages
incurred by City, such excess will be paid to Contractor. If such costs, expenses and damages
exceed such unpaid balance, Contractor must pay the difference to City. This obligation
for payment will survive termination of the Contract.
10.3
TERMINATION BY CITY FOR CONVENIENCE
City may also terminate the Contract at any time for its convenience upon 7 Days written
notice to Contractor specifying the termination date. In the event of termination which is
not the fault, in whole or in part, of Contractor, City will pay to Contractor only such
compensation, including reimbursable expenses, due for Work properly performed on
the Project prior to the termination date. Upon any termination of the Contract, no further
payments will be due from City to Contractor.
10.4
A.R.S. § 38-511
The Contract is subject to, and may be terminated by City in accordance with, the provisions
of A.R.S. § 38-511.
SECTION 11 -INSURANCE AND BONDS
11.1
INSURANCE REQUIREMENTS
11.1.1
After Contract award, the Contractor must furnish the City a certificate of insurance on a
standard insurance industry ACORD form. The ACORD form must be issued by an insurance
company authorized to transact business in the State of Arizona possessing a current A.M.
Best, Inc. rating of A-7, or better and legally authorized to do business in the State of Arizona
with policies and forms satisfactory to City. Provided, however, the A.M. Best rating
requirement may not be deemed to apply to required Worker’s Compensation coverage.
11.1.2
The Contractor and any of its Subcontractors must procure and maintain, until all of their
obligations have been discharged, including any warranty periods under this Contract are
satisfied, the insurances set forth below.
11.1.3
The insurance requirements set forth below are minimum requirements for this Contract
and in no way limit the indemnity covenants contained in this Contract.
11.1.4
The City in no way warrants that the minimum insurance limits contained in this Contract
are sufficient to protect Contractor from liabilities that might arise out of the performance
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of the Contract services under this Contract by Contractor, its agents, representatives,
employees, or Subcontractors and the Contractor is free to purchase any additional
insurance as may be determined necessary.
11.1.5
Failure to demand evidence of full compliance with the insurance requirements in this
Contract or failure to identify any insurance deficiency will not relieve the Contractor from,
nor will it be considered a waiver of its obligation to maintain the required insurance at all
times during the performance of this Contract.
11.1.6
Use of Subcontractors: If any Work is subcontracted in any way, the Contractor must
execute a written agreement with Subcontractor containing the same Indemnification
Clause and Insurance Requirements as the City requires of the Contractor in this Contract.
The Contractor is responsible for executing the Contract with the Subcontractor and
obtaining Certificates of Insurance and verifying the insurance requirements.
11.2
MINIMUM SCOPE AND LIMITS OF INSURANCE
11.2.1
The Contractor must provide coverage with limits of liability not less than those stated
below.
11.2.1.1
Commercial General Liability-Occurrence Form. Contractor must maintain “occurrence”
form Commercial General Liability insurance with a limit of not less than $2,000,000 for each
occurrence, $4,000,000 aggregate. Said insurance must also include coverage for products
and completed operations, independent contractors, personal injury and advertising injury.
If any Excess insurance is utilized to fulfill the requirements of this paragraph, the Excess
insurance must be “follow form” equal or broader in coverage scope than underlying
insurance.
11.2.1.2
Automobile Liability-Any Automobile or Owned, Hired and Non-Owned Vehicles. Contractor
must maintain Business/Automobile Liability insurance with a limit of $1,000,000 each
accident on Contractor owned, hired, and non-owned vehicles assigned to or used in the
performance under this Contract. If any Excess or Umbrella insurance is utilized to fulfill
the requirements of this paragraph, the Excess or Umbrella insurance must be “follow
form” equal or broader in coverage scope than underlying insurance.
11.2.1.3
Workers Compensation and Employers Liability Insurance. Contractor must maintain
Workers Compensation insurance to cover obligations imposed by federal and state
statutes having jurisdiction of Contractor employees engaged in the performance of Work
under this Contract and must also maintain Employers’ Liability insurance of not less than
$1,000,000 for each accident and $1,000,000 disease for each employee.
11.2.1.4
Builders’ Risk/Installation Floater Insurance. The Contractor bears all responsibility for loss
to all equipment or Work under construction. Unless waived in writing by the City the
Contractor will purchase and maintain in force Builders’ Risk/Installation Floater insurance
on the entire Work until completed and accepted by the City. This insurance will be Special
Causes of Loss policy form, (minimally including perils of fire, flood, lightning, explosion,
windstorm and hail, smoke, aircraft and vehicles, riot and civil commotion, theft, vandalism,
malicious mischief, and collapse), completed value, replacement cost policy form equal to
the contract price and all subsequent modifications. The Contractor’s Builders’
Risk/Installation Floater insurance must be primary and not contributory.
a. Builders’ Risk/Installation Floater insurance must cover the entire Work
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including reasonable compensation for architects and engineers’ services
and expenses and other “soft costs” made necessary by an insured loss.
Builders’ Risk/Installation Floater insurance must provide coverage from the
time any covered property comes under the Contractor’s control and or
responsibility, and continue without interruption during course of
construction, renovation and or installation, including any time during which
any Project property or equipment is in transit, off Site, or while on Site for
future use or installation. Insured property must include, but not be limited
to, scaffolding, false work, and temporary buildings at the Site. This
insurance must also cover the cost of removing debris, including demolition
as may be legally required by operation of any law, ordinance, regulation or
code.
b. The Contractor must also purchase and maintain Boiler and Machinery
insurance with the same requirements as Builders’ Risk/Installation Floater
insurance cited above if the Work to be performed involves any exposures
or insurable property normally covered under a Boiler and Machinery
insurance policy or made necessary as required by law or testing
requirements in the performance of this Contract/Agreement. The
Contractor will be responsible for any and all deductibles under these
policies and the Contractor waives all rights of recovery and subrogation
against the City under the Contractor- Builders’ Risk/Installation Floater
insurance described herein.
c. Builders’ Risk/Installation Floater Insurance must be maintained until
whichever of the following first occurs: (i) final payment has been made; or,
(ii) until no person or entity, other than the City, has an insurable interest in
the property required to be covered.
d. The Builders’ Risk/Installation Floater insurance must be endorsed so that
the insurance will not be canceled or lapse because of any partial use or
occupancy by the City.
e. The Builders Risk/Installation Floater insurance must include as named
insureds, the City, the Contractor, and all tiers of Subcontractors and others
with an insurable interest in the Work who will be named as additional
insureds unless they are able to provide the same level of coverage with the
City and Contractor named as additional insureds. Certificates must contain
a provision that the insurance will not be canceled or materially altered
without at least 30 Days advance notice to the City. The City must also be
named as a Loss Payee under the Builders’ Risk/Installation Floater coverage.
f.
The Builders Risk/Installation Floater insurance must be written using the
Special Causes of Loss policy form, replacement cost basis.
g. All rights of subrogation under the Builders Risk/Installation Floater
insurance are, by this Contract/Agreement, waived against the City, its
officers, officials, agents and employees.
h. The Contractor is responsible for payment of all deductibles under the
Builders’ Risk/Installation Floater insurance policy.
11.2.1.5
Pollution Liability Insurance (Including Errors and Omissions). For Job Orders, Pollution
Liability Insurance is only required if applicable and determined on a project specific basis.
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Contractor must maintain Pollution Liability Insurance with a limit of not less than
$5,000,000 per loss, $5,000,000 aggregate for losses caused by pollution conditions
including coverage for bodily injury, property damage, defense costs, clean-up costs, and
completed operations that arise from the operations of Contractor as described in this
Contract.
a. The policy must provide for complete professional service coverage,
including coverage for pollution liability that is a result of a breach of
professional duties.
b. The policy must provide for protection again claims for third-party bodily
injury, property damage, or environmental damage caused for pollution
conditions resulting from general contracting activities for which Contractor
is legally liable.
c. The policy must provide for cleanup costs when mandated by governmental
entities, when required by law, or as a result of third-party claims.
d. Completed Operations Coverage must be kept in place for up to the statute
of repose.
e. The policy must be endorsed to include the following additional insured
language: “City, its elected officials, trustees, employees, agents, and
volunteers must be named as additional insureds with respect to liability
arising out of the activities performed by, or on behalf of Contractor”.
f.
If Work under this Contract requires the transportation of any hazardous
material or regulated substances, Contractor must carry Auto Liability with a
CA 9948 endorsement or equivalent.
g. If Work under this Contract requires the disposal of any hazardous materials
from the job site, Contractor must obtain a certificate of insurance for
Pollution Legal Liability from the disposal site operator with a limit of not less
than $5,000,000 per loss, $5,000,000 aggregate.
11.3
ADDITIONAL POLICY PROVISIONS REQUIRED
11.3.1
Self-Insured Retentions or Deductibles. Any self-insured retentions and deductibles must
be declared and approved by the City. If not approved, the City may require that the insurer
reduce or eliminate any deductible or self-insured retentions with respect to the City, its
officers, officials, agents, employees, and volunteers.
11.3.2
The Contractor’s insurance must contain broad form contractual liability coverage.
11.3.3
The Contractor's insurance coverage must be primary insurance with respect to the City, its
officers, officials, agents, and employees. Any insurance or self-insurance maintained by
the City, its officers, officials, agents, and employees will be in excess of the coverage
provided by the Contractor and must not contribute to it.
11.3.4
The Contractor's insurance must apply separately to each insured against whom claim is
made or suit is brought, except with respect to the limits of the insurer's liability.
11.3.5
Coverage provided by the Contractor must not be limited to the liability assumed under the
indemnification provisions of this Contract.
General Conditions
Revised: 10/19/2021
GC-48 of 75
11.3.6
The policies must contain a severability of interest clause and waiver of subrogation against
the City, its officers, officials, agents, and employees, for losses arising from Work
performed by the Contractor for the City.
11.3.7
The Contractor, its successors and or assigns, are required to maintain Commercial General
Liability insurance as specified in this Contract for a minimum period of 3 years following
completion and acceptance of the Work. The Contractor must submit a Certificate of
Insurance evidencing Commercial General Liability insurance during this 3 year period
containing all the Contract insurance requirements, including naming the required
Additional Insureds set forth herein.
11.3.8
If a Certificate of Insurance is submitted as verification of coverage, the City will reasonably
rely upon the Certificate of Insurance as evidence of coverage but this acceptance and
reliance will not waive or alter in any way the insurance requirements or obligations of this
Contract.
11.3.9
Insurance Cancellation During Contract Term.
11.3.9.1
If any of the required policies expire during the life of this Contract, the Contractor must
forward renewal or replacement Certificates to the City within 10 Days after the renewal
date containing all the required insurance provisions.
11.3.9.2
Each insurance policy required by the insurance provisions of this Contract must provide
the required coverage and must not be suspended, voided or canceled except after 30 Days
prior written notice has been given to the City, except when cancellation is for non-payment
of premium, then 10 Days prior notice may be given. Such notice must be sent directly to
Chandler Law-Risk Management Department, Post Office Box 4008, Mailstop 628, Chandler,
Arizona 85225. If any insurance company refuses to provide the require notice, the
Contractor or its insurance broker must notify the City of any cancellation, suspension, non-
renewal of any insurance within 7 Days of receipt of insurers’ notification to that effect.
11.3.10
City as Additional Insured. The above-referenced policies are to contain, or be endorsed to
contain, the following provisions:
11.3.10.1
The Commercial General Liability and Automobile Liability policies are to contain, or be
endorsed to contain, the following provisions: The City, its officers, officials, agents, and
employees are additional insureds with respect to liability arising out of activities performed
by, or on behalf of, the Contractor including the City's general supervision of the Contractor;
Products and Completed Operations of the Contractor; and automobiles owned, leased,
hired, or borrowed by the Contractor.
11.3.10.2
The City, its officers, officials, agents, and employees must be additional insureds to the full
limits of liability purchased by the Contractor even if those limits of liability are in excess of
those required by this Contract.
11.4
BONDS AND OTHER PERFORMANCE SECURITY
11.4.1
After Contract award, Contractor must provide a Performance Bond and a Payment Bond,
each in an amount equal to the full amount of the Contract Price.
11.4.2
Each such bond must be executed by a surety company or companies holding a Certificate
of Authority to transact surety business in the State of Arizona, issued by the Director of the
Arizona Department of Insurance and must be named in the current list of "Companies
General Conditions
Revised: 10/19/2021
GC-49 of 75
Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable
Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of
Accounts, U.S. Treasury Department. A copy of the Certificate of Authority must accompany
the bonds. The Certificate must have been issued or updated within two (2) years prior to
the execution of this Agreement. The bonds must be written or countersigned by an
authorized representative of the surety who is either a resident of the state of Arizona or
whose principal office is maintained in this state, as by law required.
11.4.3
The bonds must be made payable and be acceptable to City. The bond forms for the
performance and payment bonds must be in the forms required under A.R.S. § 34-221, et.
Seq., as in Appendices 4 and 5 of these General Conditions.
11.4.4
Upon the request of any person or entity appearing to be a potential beneficiary of bonds
covering payment of obligations arising under the Contract Documents, Contractor must
promptly furnish a copy of the bonds or must permit a copy to be made.
11.4.5
All bonds submitted for this Project must be provided by a company which has been rated AM
Best rating of A- or better for the prior four quarters by the latest edition of the ‘Results
Best’s Key Rating Guide (Property/Casualty)” published by the A.M. Best Company.
11.4.6
Personal or individual bonds are not acceptable.
11.4.7
If the surety on any Bond furnished by Contractor is declared a bankrupt or becomes
insolvent, or Contractor’s right to do business is terminated in any state where any part of
the Project is located, or it ceases to meet the requirements of this Section 11.4, Contractor
must within 5 Days thereafter substitute another Bond and surety, both of which must be
acceptable to City.
SECTION 12 - INDEMNIFICATION
12.1
To the extent permitted by law, the Contractor and its owners, officers, directors, agents,
employees, and subconsultants (collectively "lndemnitor") must indemnify, save, and hold
harmless the City and its officers, officials, agents, and employees (collectively "lndemnitee")
from any and all claims, actions, liabilities, damages, losses, or expenses (including court
costs, attorneys' fees, and costs of claim processing, investigation, and litigation) (collectively
"Claims") caused or alleged to be caused, in whole or in part, by the negligent, reckless,
wrongful, or willful acts, errors, or omissions of Indemnitor in connection with this
Agreement. This indemnity includes any Claim or amount arising out of or recovered under
workers' compensation laws or on account of Indemnitor's failure to conform to any federal,
state, or local law, statute, ordinance, rule, regulation, or court decree. Indemnitor must
indemnify lndemnitee from and against any and all Claims, except those arising solely from
lndemnitee's own negligent, reckless, wrongful, or willful acts, errors, or omissions.
Indemnitor is responsible for primary loss investigation, defense, and judgment costs where
this indemnification applies. In consideration of the award of this Agreement, Indemnitor
agrees to waive all rights of subrogation against lndemnitee for losses arising from or
related to this Agreement. Indemnitor's obligations under this provision survive the
termination or expiration of this Agreement.
SECTION 13 -DISPUTE RESOLUTION
13.1
All disputes arising out of or relating to the Contract, the Work or the Project, other than
termination under Section 10, will be resolved pursuant to the Dispute Resolution
General Conditions
Revised: 10/19/2021
GC-50 of 75
process set forth in Appendix 6 of these General Conditions, and not pursuant to MAG
Specifications § 110.
13.2
Contractor agrees that during any dispute between the parties, Contractor will continue to
perform its obligations under the Contract until such dispute is resolved.
13.3
Notwithstanding any other provision in this Contract, City has the right to immediately file in
court and pursue an action for a temporary restraining order and injunctive relief against
Contractor if City determines that such action is necessary to protect its interests under the
Contract, to obtain specific performance of any provision of the Contract, to advance the
completion of the Project, or to protect health, welfare and safety.
SECTION 14 - MISCELLANEOUS PROVISIONS
14.1
CONTRACT DOCUMENTS
14.1.1
The Contract Documents are intended to permit the parties to complete the Work
and all obligations required by the Contract Documents within the Contract Times for the
Contract Price. The Contract Documents are intended to be complementary and interpreted
in harmony so as to avoid conflict, with words and phrases interpreted in a manner
consistent with construction and design industry standards.
14.1.2
It is the intent of the Contract Documents to describe a functionally complete Project (or
part thereof) to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that may reasonably be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce
the intended result must be provided by Contractor whether or not specifically called for at
no additional cost to City.
14.1.3
The Contract Documents establish the rights and obligations of the parties and include the
Contract, Addenda (which pertain to the Contract Documents), Contractor's Bid or Proposal
(including documentation accompanying the Bid and any post-Bid documentation
submitted prior to Contract award) when attached as an exhibit to the Contract, the
accepted Project Schedule, the Notice to Proceed, the Performance Bond, the Payment
Bond, Project Design, Engineering and Specifications, these General Conditions, the Project
Specific Special Provisions, Technical Specifications, Contract Drawings, as the same may be
more specifically identified in the Contract, Change Orders, Work Change Directives, Field
Orders and the written interpretations and clarifications of the Design Professional or City
representative and Modifications issued after execution of the Contract. Approved Shop
Drawings and the reports and drawings of subsurface and physical conditions are not
Contract Documents.
14.1.4
In the event of any inconsistency, conflict, or ambiguity between or among the Contract
Documents, the Contract Documents will take precedence as follows from highest to lowest:
Change Orders, Addenda, Contract, Project Specific Special Provisions, General Conditions,
Technical Specifications, Drawings/Plans, Chandler Amendments to MAG Standard
Specifications and Chandler Standard Details, and MAG Uniform Standard Specifications
and Details for Public Works Construction. If applicable to this Contract, Federal Provisions
prevail.
14.1.5
On the Drawings, given dimensions will take precedence over scaled measurements and
General Conditions
Revised: 10/19/2021
GC-51 of 75
large scale drawings over small-scale drawings.
14.1.6
Clarifications and interpretations of the Contract Documents will be issued by the Design
Professional through the City.
14.1.7
The headings used in this Agreement or any other Contract Documents, are for ease of
reference only and must not in any way be construed to limit or alter the meaning of any
provision.
14.1.8
The Contract Documents form the entire agreement between City and Contractor. No
oral representations or other agreements have been made by the parties except as
specifically stated in the Contract Documents.
14.1.9
The Contract Documents may not be changed, altered, or amended in any way except in
writing signed by a duly authorized representative of each party in the form of a Change
Order.
14.1.10
Re-Use of Documents. Neither Contractor nor any Subcontractor, manufacturer, fabricator,
supplier or distributor will have or acquire any title to or ownership rights in any of the
Drawings, Specifications or other documents (or copies of any thereof) prepared by or
bearing the seal of the Design Professional; and they must not re-use any of them on
extensions of the Project or any other project without written consent of City and the Design
Professional and specific written verification or adaptation by the Design Professional.
14.2
REFERENCE STANDARDS
14.2.1
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific
or by implication, will mean the standard, specification, manual, code, or Laws or
Regulations in effect at the time of opening of Bids (or on the Effective Date of the Contract
if there were no Bids), except as may be otherwise specifically stated in the Contract
Documents.
14.2.2
The provisions of any such standard, specification, manual or code, or any instruction of a
Supplier will not change the duties or responsibilities of City, Contractor, Design
Professional or Project Manager, or any of their Subcontractors, consultants, agents, or
employees from those set forth in the Contract Documents, nor will any such provision or
instruction assign to City, Contractor, Design Professional, or any of their agents, or
employees any duty or authority to supervise or direct the performance of the Work or any
duty or authority to undertake responsibility inconsistent with the provisions of the
Contract Documents.
14.3
COMPLIANCE WITH ARIZONA LAW AND FEDERAL LAW
14.3.1
Compliance with A.R.S. § 41-4401. Pursuant to the provisions of A.R.S. § 41-4401, the
Contractor hereby warrants to the City that the Contractor and each of its subcontractors
(“Subcontractors”) must comply with all Federal Immigration laws and regulations that
relate to the immigration status of their employees and the requirement to use E-Verify set
forth in A.R.S. §23-214(A).
14.3.2
A breach of the Contractor Immigration Warranty constitutes a material breach of this
Contract and subject to penalties up to and including termination of this Contract.
General Conditions
Revised: 10/19/2021
GC-52 of 75
14.3.3
The City retains the legal right to inspect the papers of any Contractor or Subcontractor
employee who works on this Contract to ensure that the Contractor or Subcontractor is
complying with the Contractor Immigration Warranty. The Contractor agrees to assist the
City in the conduct of any such inspections.
14.3.4
The City may, at its sole discretion, conduct random verifications of the employment records
of the Contractor and any Subcontractors to ensure compliance with Contractors
Immigration Warranty. The Contractor agrees to assist the City in performing any such
random verifications.
14.3.5
The provisions of this Article must be included in any contract the Contractor enters into
with any and all of its subcontractors who provide services under this Contract or any
subcontract. “Services” are defined as furnishing labor, time or effort in the State of Arizona
by a contractor or subcontractor. Services include construction or maintenance of any
structure, building or transportation facility or improvement to real property.
14.4
HAZARDOUS ENVIRONMENTAL CONDITIONS
14.4.1
Contractor will not be responsible for any Hazardous Environmental Condition uncovered
or revealed at the Site which was not shown or indicated in Drawings or Specifications or
identified in the Contract Document to be within the scope of the Work. Contractor will be
responsible for a Hazardous Environmental Condition created with any materials brought
to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is
responsible.
14.4.2
If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone
for whom Contractor is responsible creates a Hazardous Environmental Condition.
Contractor must immediately:
a. Secure or otherwise isolate such condition;
b. Stop all Work in connection with such condition and in any area affected
thereby; and
c. Notify City and promptly thereafter confirm such notice in writing.
14.4.3
City will promptly retain a qualified expert to evaluate such condition or take corrective
action, if any.
14.4.4
Contractor will be responsible for any and all civil or criminal penalties, fines, damages, or
other charges imposed by any regulatory agency or court for sewage discharges that are in
violation of applicable statutes and laws and that are a result, direct or indirect, of work
performed under this Contract. Contractor will also be responsible for reimbursement to
City for administration, reporting, and tracking expenses required as a result of any spill
event. In the event the regulatory agency or court imposes a probationary period,
Contractor must post bond for the probationary period to ensure that all such costs are
reimbursed to City. This responsibility will apply whether penalties are imposed directly on
Contractor or any of its Subcontractors, or the City of Chandler. Contractor must defend
and indemnify City against such penalties. Regulatory agencies may include, but are not
limited to, the Arizona Department of Environmental Quality (ADEQ) and the United States
Environmental Protection Agency (USEPA).
14.5
COOPERATION AND FURTHER DOCUMENTATION
General Conditions
Revised: 10/19/2021
GC-53 of 75
Contractor agrees to provide City such other duly executed documents as may be
reasonably requested by City to implement the intent of the Contract Documents.
14.6
ASSIGNMENT
Neither Contractor nor City will, without the written consent of the other assign, transfer or
sublet any portion of this Agreement or part of the Work or the obligations required by
the Contract Documents, any such assignment will be void, will transfer no rights to the
purported assignee, and would be a material breach of the Contract.
14.7
SUCCESSORS
Contractor and City intend that the provisions of the Contract Documents are binding upon
the parties, their employees, agents, heirs, successors and assigns.
14.8
LAWFUL PRESENCE
Pursuant to A.R.S. §§ 1-501 and 1-502, City is prohibited from awarding a contract to any
natural person who cannot establish that such person is lawfully present in the United
States. To establish lawful presence, a person must produce qualifying identification and
sign a City-provided affidavit affirming the identification provided is genuine. This
requirement will be imposed at the time of contract award. This requirement does not
apply to business organizations such as corporations, partnerships, or limited liability
companies.
14.9
NO BOYCOTT OF ISRAEL CERTIFICATION
By Contractor's signature on this Contract, Contractor certifies under A.R.S. § 35-393.01 that
Contractor is not currently engaged in and for the duration of this Contract will not engage
in a boycott of Israel.
14.10
NO THIRD PARTY BENEFICIARY
Nothing under the Contract Documents will be construed to give any rights or benefits in
the Contract Documents to anyone other than City and Contractor, and all duties and
responsibilities undertaken pursuant to the Contract Documents will be for the sole and
exclusive benefit of City and Contractor and not for the benefit of any other party, unless
otherwise expressly set forth in the Contract Documents.
14.11
GOVERNING LAW AND VENUE
The Agreement and all Contract Documents will be deemed to be made under, and will
be construed in accordance with and governed by the laws of the State of Arizona without
regard to the conflicts or choice of law provisions thereof. Any court action to enforce any
provision of the Contract or to obtain any remedy with respect hereto must be brought
in the Superior Court, Maricopa County, Arizona, and for this purpose, each party hereby
expressly and irrevocably consents to the jurisdiction and venue of such Court.
14.12
SEVERABILITY
If any provision of the Contract Documents or the application thereof to any person or
circumstance will be invalid, illegal or unenforceable to any extent, the remainder of the
affected provision, the remainder of the Contract Documents, and the application
thereof will not be affected and will be enforceable to the fullest extent permitted by law.
14.13
LEGAL REQUIREMENTS
At all times relevant to its entry into this Contract and performance of the Services and
the Work, Contractor must fully comply with all Laws, Regulations, or Legal Requirements
applicable to City, the Project, and the Contract, including, without limitation, those set
General Conditions
Revised: 10/19/2021
GC-54 of 75
forth on Exhibit C of the Contract.
14.14
PARTIAL INVALIDITY
If any provision of the Contract is held by a court of competent jurisdiction to be invalid,
void or unenforceable, the remaining provisions will nevertheless continue in full force
without being impaired or invalidated in any way.
14.15
ATTORNEYS' FEES
Should either party to the Contract bring an action to enforce any provision of the Contract,
the prevailing party will be entitled to recover reasonable attorneys' fees and costs in
connection therewith.
14.16
CONFLICT OF INTEREST
14.16.1
Contractor agrees to disclose any financial or economic interest with the Project property,
or any property affected by the Project, existing prior to the execution of the Contract.
Further, Contractor agrees to disclose any financial or economic interest with the Project
property, or any property affected by the Project, if Contractor gains such interest during
the course of this Contract. If Contractor gains financial or economic interest in the Project
during the course of this Contract, this may be grounds for terminating this Contract. Any
decision to terminate the Contract must be at the sole discretion of City.
14.16.2
Contractor will not engage the services on this Contract of any present City employee who
was involved as a decision maker in the selection or approval processes, or who negotiated
or approved billings or Contract Modifications for this Contract.
14.16.3
Contractor agrees that it will not perform services on this Project for a contractor,
subcontractor, or any supplier, not covered under this Contract.
14.17
INDEPENDENT CONTRACTOR
Contractor is and must be an independent contractor. Any provisions in the Contract
Documents that may appear to give City the right to direct Contractor as to the details of
accomplishing the Work or to exercise a measure of control over the Work means that
Contractor must follow the wishes of City as the results of the Work only. These results
must comply with all applicable laws and ordinances.
14.18
NOTICE OF INJURY
Should City or Contractor suffer injury or damage to their person or property because of
any error, omission or act of the other party or of any of the other party's employees or
agents or others for whose acts the other party is legally liable, claim must be made in
writing to the other party within 7 Days of the first observance of such injury or damage.
14.19
CONFIDENTIALITY
Contractor, for the benefit of City, hereby agrees it will not release or cause or permit
to be released to the public any press notices, publicity (oral or written) or advertising
promotion relating to, any statement regarding, or any other public announcement or
disclosure or cause or permit to be publicly announced or disclosed, in any manner
whatsoever, the specific terms and conditions of this Agreement or any comment relating
to the Project or the Site. Notwithstanding the foregoing, Contractor will be entitled to
disclose the terms of the Agreement to the extent required by law or in the course of
enforcing or defending a claim or action hereunder. Contractor must give City reasonably
prompt notice of any disclosure or statement made pursuant to this provision.
General Conditions
Revised: 10/19/2021
GC-55 of 75
14.20
DATA CONFIDENTIALITY
14.20.1
As used in the Contract, “data” means all information, whether written or verbal, including
plans, specifications, renderings, photographs, studies, investigations, audits, analyses,
samples, reports, calculations, internal memos, meeting minutes, data field notes, work
product, proposals, correspondence and any other similar documents or information
prepared by, obtained by, or transmitted to the City in the performance of this Contract.
14.20.2
Contractor agrees that all data, regardless of form, including originals, images, and
reproductions, prepared by, obtained by, or transmitted to City in connection with the
Contractor’s performance of this Contract is confidential and proprietary information
belonging to City.
14.20.3
Except as specifically provided in this Contract, Contractor or its Subcontractors must not
divulge data to any third party without prior written consent of City. Contractor or its
Subcontractors must not use data for any purposes except to perform Work required under
this Contract. These prohibitions will not apply to the following data provided Contractor
has first given the required notice to City:
a. Data which was known to Contractor or its Subcontractors prior to its
performance under this Contract unless such data was acquired in
connection with Work performed for City;
b. Data which was acquired by Contractor or its Subcontractors in its
performance under this Contract and which was disclosed to Contractor or
its Subcontractors by a third party, who to the best of Contractor’s or its
Subcontractor’s knowledge and belief, had the legal right to make such
disclosure and Contractor or its Subcontractors are not otherwise required
to hold such data in confidence; or
c. Data which is required to be disclosed by virtue of law, regulation, or court
order, to which the Contractor or its Subcontractors are subject.
14.20.4
In the event the Contractor or its Subcontractors are required or requested to disclose data
to a third party, or any other information to which the Contractor or its Subcontractors
became privy as a result of any other contract with City, the Contractor must first notify City
as set forth in this Section of the request or demand for the data. The Contractor or its
Subcontractors must give City sufficient facts so that City can be given an opportunity to
first give its consent or take such action that City may deem appropriate to protect such
data or other information from disclosure.
14.20.5
Unless prohibited by law, within 10 Days after completion of services for a third party on
real or personal property owned or leased by City, the Contractor must promptly deliver, as
set forth in this Section, a copy of all data to City. All data will continue to be subject to the
confidentiality agreements of this Contract.
14.20.6
Contractor or its Subcontractors assume all liability for maintaining the confidentiality of
the data in its possession and agree to compensate City if any of the provisions of this
Section are violated by Contractor, its employees, agents, or Subcontractors. Solely for the
purposes of seeking injunctive relief, it is agreed that a breach of this Section will be deemed
to cause irreparable harm that justified injunctive relief in court. Contractor agrees that the
requirements of this Section will be incorporated into all subcontracts entered into by
Contractor. A violation of this Section may result in immediate termination of this Contract
General Conditions
Revised: 10/19/2021
GC-56 of 75
without notice.
14.21
SURVIVAL
All warranties, representations and indemnifications by Contractor must survive the
completion or termination of this Agreement.
14.22
COVENANTS AGAINST CONTINGENT FEES
Contractor warrants that no person has been employed or retained to solicit or secure
this Agreement upon an agreement or understanding for a commission, percentage,
brokerage, or contingent fee, and that no member of City Council, or any employee of
City has any interest, financially, or otherwise, in the firm. For breach or violation of this
warrant, City will have the right to annul the Contract without liability or at its discretion to
deduct from the Contract Price or consideration, the full amount of such commission,
percentage, brokerage, or contingent fee.
14.23
NO WAIVER
The failure of either party to enforce any of the provisions of the Contract Documents or to
require performance of the other party of any of the provisions hereof must not be construed
to be a waiver of such provisions, nor will it affect the validity of the Contract Documents or
any part thereof, or the right of either party to thereafter enforce each and every provision.
14.24
NONEXCLUSIVE REMEDIES
The remedies set forth in this Contract are cumulative and not exclusive, and failure to
exercise any remedy (including, without limitation, any right to terminate) will not preclude
any party from exercising any other right in seeking any other remedy available to it at law
or in equity.
14.25
PROJECT COMMUNICATIONS
14.25.1
All communications concerning the performance of the Work or the Project will be provided
to the designated Project Manager and Contractor’s Representative set forth in Article 1
of the Contract. City may change the designated Project Manager and, subject to Section
4.4.20 of these General Conditions, Contractor may change Contractor Representative, by
written notice to the other.
14.25.2
Project communications may be exchanged by e-mail, but email communications cannot
change the terms of the Contract or the Scope of Work, or effectuate any change that
requires a written Change Order.
14.25.3
When any provisions of the Contract Documents requires Contractor or the Design
Professional to give written notice to City, it will be deemed to have been validly given if
delivered in person or if delivered at or sent by registered or certified mail, postage prepaid,
to the Parties indicated in Contract Article 1, incorporated by reference.
14.25.4
When any provisions of the Contract Documents requires City, Project Manager, or the
Design Professional to give written notice to Contractor, it will be deemed to have been
validly given if delivered in person to the person designated in the Contract Documents as
Contractor’s Resident Superintendent, or if delivered at or sent by registered or certified
mail, postage prepaid, to Contractor at the last address in the Contract Documents or such
substitute address which Contractor designates in writing, or to the business address
known to the giver of notice.
General Conditions
Revised: 10/19/2021
GC-57 of 75
14.26
DRUG FREE WORKPLACE PROGRAM
14.26.1
City has adopted a policy establishing a drug free workplace for itself and as a requirement
for Contractors doing business with City, to ensure the safety and health of employees
working on City projects.
14.26.2
Contractor must require a drug free workplace for all employees working under the
Contract. Specifically, all employees of Contractor who are working under a Contract with
City must be notified, in writing, by Contractor that they are prohibited from the
manufacture, distribution,
dispensation, possession or unlawful use of a controlled
substance in the workplace.
14.27
Failure to require a drug free workplace in accordance with the City’s policy may result
in termination of the Contract and possible debarment form bidding on future City projects.
SECTION 15 - PROVISIONS APPLICABLE SOLELY TO GMP AND COST-BASED CONTRACTS,
CHANGE ORDERS, AND JOB ORDERS
15.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 apply to GMP and Cost-Based Contracts, Change
Orders, and Job Orders, together with the additional definitions set forth below.
Baseline Cost Model –
A breakdown and estimate of the scope of the Project developed by CM@Risk pursuant to Section 17.5
of these General Conditions.
CM@Risk or Construction Manager at Risk –
The person or firm selected by City to provide pre-construction and/or construction services as
detailed in a Construction Manager at Risk Contract with City. In these General Conditions, the term
“Contractor” includes CM@Risk under both Pre-Construction and Construction Services Contracts.
CM@Risk Fee or Contractor’s Fee –
An agreed to percentage in an accepted GMP that represents the Contractor’s fee for performance of
the Work.
Contract Documents –
Where compensation under the Contract is based upon a GMP accepted by City, the term “Contract
Documents” also includes the accepted GMP Proposal.
Contract Price –
Where compensation under the Contract based upon a GMP accepted by City, the term “Contract
Price” refers to the GMP.
Cost-Based Contract, Change Order, or Job Order –
A Contract, Change Order, or Job Order where the Contract Price is based upon the actual cost
of performing the Work, subject to the terms of the Contract Documents, including this Section 15.
These would include those generally referred to as “Cost of the Work plus a Fee with a GMP,”
“Time and Materials,” or “Cost Plus a Fee.”
Cost of the Work –
The direct costs necessarily incurred by Contractor in the proper, timely, and complete performance
on the Work. The Cost of the Work will include only those costs set forth in Section 15.2 of these
General Conditions.
General Conditions
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GC-58 of 75
Deliverables –
The work products prepared by Contractor in performing the scope of work described in the Contract.
Some of the major deliverables to be prepared and provided by Contractor during pre-construction
may include but are not limited to: the Baseline Cost Model and Schedule that validate City’s plan and
budget, Construction Management Plan, Detailed Project Schedule, Schedule of Values, alternative
system evaluations, procurement strategies and plans, Detailed Cost Estimates, construction market
surveys, cash flow projections, GMP Proposals, Subcontractor procurement plan, Subcontractor
agreements, Subcontractor bid packages, Supplier agreements, Constructability Review, Cost Control
Log, Traffic control and phasing plans and others as indicated in this Contract or required by the
Project Team.
Pre-Construction Services Contract –
The Contract entered into between City and the CM@Risk for Pre-Construction Services to be provided
by the CM@Risk, including, without limitation, the generation of a GMP Proposal. If the GMP Proposal
is accepted by City and a Construction Contract is entered into between City and CM@Risk, the duties,
obligations and warranties of the CM@Risk under the Pre-Construction Services Contract survive and
are incorporated into the resulting Construction Contract.
Pre-Construction Services –
The services to be provided under the Pre-Construction Services Contract, including Section 17 of
these General Conditions.
Detailed Project Schedule –
The Detailed Project Schedule developed by the CM@Risk for the review and approval of the Project
Manager in accordance with Section 17.3 of these General Conditions, if applicable.
General Conditions Costs –
Those costs set forth in Section 4 of Appendix 9 to these General Conditions.
GMP Plans and Specifications –
The plan and specifications upon which the Guaranteed Maximum price Proposal is based.
GMP Proposal –
The proposal of Contractor submitted pursuant to Section 17.7 of these General Conditions for the
entire Work and/or portion (phases) of the Work.
Guaranteed Maximum Price or GMP –
The Guaranteed Maximum Price set forth in the Contract, Change Order, or Job Order if applicable.
15.2
CONTRACT PRICE
15.2.1
The Contract Price for all Contracts, Change Orders, and Job Orders based upon payment
of the Cost of the Work plus a Fee with a GMP, time and materials, or cost-plus a fee will be
the Cost of the Work incurred plus the Fee agreed to in writing by City, limited to the amount
of the GMP, if agreed to. Unless otherwise expressly provided in the Contract, Change
Order, or Job Order, all Cost Based pricing will be subject to and limited to GMP.
15.2.2
The Contract Price may only be changed as set forth in Section 9 above.
15.2.3
Only costs specifically designated as reimbursable costs are eligible for payment by City or
may be charged against the Contract Price. All other costs will not be paid by City and will
General Conditions
Revised: 10/19/2021
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not be chargeable against the Contract Price.
15.2.4
Cost-Based Contracts. For Contracts, Change Orders, or Job Orders, reimbursable costs
must be determined pursuant to Appendix 9 to these General Conditions, Cost of the Work,
and not by MAG Specifications §109.5.
15.3
ALLOWANCES
15.3.1
Contractor must include in the Contract Price all Allowances stated in the Contract
Documents and agreed to in writing by City. Items covered by these Allowances must be
supplied for such amounts and by such persons as City may direct, provided Contractor will
not be required to employ persons against whom Contractor makes a reasonable objection.
Materials, labor, and equipment under an Allowance will be selected by City in accordance
with a schedule to be mutually agreed upon by City, Design Professional and Contractor or
otherwise in reasonably sufficient time to avoid delay in the Work.
15.3.2
Unless otherwise provided in the Contract Documents:
15.3.2.1
These Allowances must cover the cost to Contractor, less any applicable trade discount, of
the materials, labor, and equipment required by the Allowances, delivered at the Site, and
all applicable taxes;
15.3.2.2
Contractor’s costs for unloading and handling on the Site, labor, installation costs, overhead,
profit and other expenses relating to materials, labor, and equipment required by the
Allowance must be included in the Contract Sum and not in the Allowance; and
15.3.2.3
Whenever the cost is more or less than the Allowance, the Contract Sum must be adjusted
accordingly by Change Order, the amount of which will recognize the difference between
actual costs for an Allowance item and the amount of the Allowance item and changes, if
any, in handling costs on the Site, labor, installation costs, overhead, profit and other
expenses.
15.4
CONTINGENCY
An agreed to amount in the GMP that may only be used in accordance with the terms set
forth in these General Conditions and with prior written approval by the City.
15.4.1
Construction Contingency. This GMP includes a dollar amount listed as a Construction
Contingency which will be readily available for increased costs for subcontractors, material,
and equipment subject to prior approval of City, which approval will not be withheld
unreasonably. The Construction Contingency may also be used, at the discretion of City, to
reimburse CM@Risk for unexpected costs due to (a) scope gaps between trade
subcontractors; (b) contract default by trade subcontractors; (c) unforeseen field conditions,
but only as defined in Section 9.5 above; (d) work completed to meet the intent of the
design, but which was not indicated on the plans; (e) costs overruns not covered by
allowances; (f) costs of corrective work not provided for elsewhere; and (g) implementation
of any Recovery Plan. Cost for which CM@Risk desires to be paid from the Construction
Contingency must be documented by CM@Risk on a time and materials basis and are
subject to verification by City. If agreed to by City, a “Use of Contingency” form will be
executed by both parties authorizing the actual cost of the work to be paid and included in
the Work Item Direct Costs. The Construction Contingency is not allocated to any particular
item of the Project but may be used for any portion of the work as determined above. Any
amount not used in the Construction Contingency will belong to City and will reduce the
General Conditions
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GC-60 of 75
GMP.
15.4.2
Owner’s Contingency. This GMP also includes a dollar amount listed as an Owner’s
Contingency which may be used only by the City (owner department) for upgrades and
changes in scope or other changes not already included within the intent of the Project
Program. City will provide CM@Risk with a Work Change Directive authorizing CM@Risk to
perform the additional work and to transfer funds from the Owner’s Contingency to the
Work Item Direct Costs category to be paid with such direct costs. These additional costs
will be in an amount mutually agreed upon by CM@Risk and City or will be documented by
CM@Risk on a time and materials basis and are subject to verification by City. Any amount
not used in the Owner’s Contingency will belong to the City and will reduce the GMP.
15.5
REDUCTION IN RETENTION
If the Contract Price is based upon a GMP, in order to receive payment of one-half of the
retention as set forth in Section 8.1.5 above, Contractor must also submit to the Project
Manager a complete accounting of the Actual Reimbursable Cost of the Work to date,
including all such documentation (including, without limitation, invoices, subcontract,
subcontractor change orders, purchase orders, records of payment, etc.) as City may require,
to establish whether the payments made to Contractor equal, exceed, or are less than the
actual reimbursable Cost of the Work to date. Any excess payments by City, as determined
by the Project Manager, will be deducted from the one-half retention payment to be made
to Contractor, and any additional excess amounts paid to Contractor will be refunded by
Contractor to City. The Project Manager’s determinations as to Actual Reimbursable Cost
of the Work will be the basis of payment until final Project Closeout and Final Payment
under the Contract.
15.6
FINAL PAYMENT
If the Contract Price is based upon a GMP, as a further condition precedent to Final Payment
by City, Contractor must submit to the Project Manager a complete final accounting of
the Actual Reimbursable Cost of the Work, including all such documentation (including,
without limitation, invoices, subcontracts, subcontractor change orders, purchase orders,
records of payment, etc.) as City may require, to establish whether the payments made to
Contractor equal, exceed, or are less than the Actual Reimbursable Cost of the Work to
date. Any excess payments by City, as determined by the Project Manager, will be deducted
from the one-half retention payment to be made to Contractor, and any additional excess
amounts paid to Contractor will be refunded by Contractor to City. Disputes relating to the
Final Cost of the Work will be subject to City’s audit rights under Sections 8.8 above and 15.7
below, and the dispute resolution process under Section 13 above.
15.7
OPEN BOOK
On any GMP-based or Cost-Based Contract, Job Order, or Change Order, City may attend
any and all meetings or discussions pertaining to the Project, including bid openings, and
must have access to all books, invoices, accounts, memoranda, correspondence, and
written communications or records of any kind pertaining to the Project, including without
limitation, those stored in electronic format.
15.8
DIFFERING SITE CONDITIONS AND/OR CHANGE IN LAWS
A Change Order for increased costs under Section 9.5 or 9.6 above will only be considered
or granted by City to the extent such actual, documented costs are justified.
SECTION 16 - PROVISIONS APPLICABLE SOLELY TO JOB ORDER CONTRACTS (JOC)
General Conditions
Revised: 10/19/2021
GC-61 of 75
16.1
ADDITIONAL DEFINITIONS
The definitions set forth in Sections 2 and below will apply to all Job Order Contracts and
Job Orders. In addition, the definitions set forth in Section 15.1 above will apply to all Cost-
Based Job Orders.
Contract –
Includes the Job Order Master Agreement and Job Order Project Agreements issued and agreed to by City
and JOC Contractor.
JOC Contractor’s Coefficient –
A numerical factor that represents JOC Contractor total costs (indirect and direct costs, sales tax,
profit, etc.) and other adjustments for market conditions.
Job Order Request for Proposal (RFP) –
The Request for Proposals issued by City for each Job Order Project Agreement relating to a specific
Project.
Job Order Cost Proposal –
The Proposal submitted by JOC Contractor in response to a Job Order Request for Proposal (RFP) issued
by City to develop a Job Order Project Agreement for a specific Project.
Guaranteed Maximum Price (GMP) Job Order –
Job Order under which JOC Contractor is compensated for actual costs incurred.
Job Order Project Agreement (Job Order) –
The agreement for a specific project, as it may be modified by all Change Orders, executed by the
Parties, which incorporates the terms and conditions of the Job Order Master Agreement.
16.2
ORDERING AND PROCESSING PROCEDURES FOR JOB ORDERS
16.2.1
The process for developing and issuing a Job Order for a particular Project consists of three
(3) procedures: (1) issuance of a RFP by City; (2) JOC Contractor’s response to the RFP in the
form of JOC Contractor’s Job Order Cost Proposal; and (3) Issuance of a Job Order by City, as
set for below.
16.2.2
RFP’s For Job Orders
16.2.2.1
City will provide to JOC Contractor RFP with a Scope of Work (SOW) describing the Work to
be performed, which may include special instructions and conditions, material submittal
requirements, and, if applicable, a complete set of sketches, construction drawings and
specifications for the Job Order.
16.2.2.2
Some Job Order RFP’s will be issued by City without detailed sketches, drawing and
specifications and will rely on JOC Contractor to produce them for City review and approval
and is considered to be Pre-Construction and incidental design services included in JOC
Contractor’s overhead for GMP Job Orders. In addition JOC Contractor will not be
reimbursed for any Pre-Job Order costs, including proposal preparation, attendance during
negotiations, or site visits.
16.2.3
JOC Contractor’s Job Order Cost Proposal
16.2.3.1
JOC Contractor must respond within ten (10) calendar days of the RFP date or site visit,
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whichever is later or as otherwise indicated on a case-by-case basis, by submitting JOC
Contractor’s Job Order Cost Proposal to the City representative.
16.2.3.2
Unless otherwise required under the terms of the RFP, JOC Contractor’s Job Order Cost
Proposal must include the following.
a. JOC Contractor’s Job Order Cost Proposal in PDF and electronic format;
b. A Project Schedule and schedule of values that reflects the costs of each work
element on the schedule. The schedule must show all milestones (e.g.,
permits, submittals, ordering materials, demolition, work phases, closeout
and completion date); and
c. Necessary documentation will be required to indicate that adequate scoping,
layout, setup and planning to accomplish the Work has been done.
Examples of documentation that might reasonably be expected include
sketches, drawings, calculations, catalog cuts and specifications produced
to a level of detail and skill that could be expected of experienced,
competent Project Managers with five or more periods experience in their
respective trade.
16.2.3.3
JOC Contractor must select Subcontractors based on qualifications alone or on a
combination of qualifications and price and must not select Subcontractors based on
price alone. A qualifications and price selection may be a one-step selection based on
a combination of qualifications and price or two-step selection. In a two-step selection,
the first step must be based on qualifications alone and the second step may be based or
a combination of qualifications and price or on price alone.
16.2.3.4
Upon request, JOC Contractor must provide City with copies of Subcontractor quotes and
the basis for selection of each Subcontractor.
16.2.3.5
If City objects to a selected Subcontractor, City will make the objection and the reasons for
the objection known to the JOC Contractor. JOC Contractor must then present an
acceptable Subcontractor for the applicable discipline. City will not unreasonably object
to or withhold approval of a Subcontractor.
16.2.3.6
For self-performed work, the City retains the right to have the JOC Contractor establish JOC
Contractor’s costs by bidding their costs against at least three (3) other interested trade
Contractors. No self- performed work will be allowed to be performed on a lump sum basis.
16.2.4
Issuance of Job Order
16.2.4.1
City Representative will compare the JOC Contractor’s Job Order Cost Proposal with the City’s
estimate,
schedules and other requirements, and then, if the City Representative
determines it is in the best interest of City, arrange a meeting with JOC Contractor, at which
time the JOC Contractor’s Job Order Cost Proposal will be discussed and negotiated.
16.2.4.2
If the City Representative determines that it is in the best interest of the City, City will then
issue a Job Order to JOC Contractor for execution.
16.2.4.3
Specific Job Orders may vary, but unless agreed to by City in writing otherwise, the content
of Job Orders under the Contract will generally be as follow, all of which will be signed
and/or initialed by JOC Contractor’s designated representative:
General Conditions
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a. The description of the Scope of the Work and Project Schedule (attached as
Exhibit A to the Job Order);
b. The address or location of the Work;
c. The Contract Price for Work (Construction) included in the Project (attached
as Exhibit B to the Job Order);
d. The name of the JOC Contractor representative for the Project;
e. The Drawings and Specifications for the Project;
f.
If any shop drawings, project date and/or samples are required for the Job
Order, the date for delivery of each required item (included in the Project
Schedule, Exhibit A to the Job order); and
g. Project Specific Provisions, if any, in Exhibit A to the Job Order,
including, without limitation, whether any of the following are required:
Pre-Construction Conference, weekly progress meetings, field office,
storage enclosure, materials and equipment handling facility, submittals,
shop drawings, product data, equipment list, samples, project manual,
schedule of values, Construction progress schedule, narrative reports,
progress report, progress charts, progress photographs, materials status
report, Construction diagram, Construction status report, operation and
maintenance data, operating maintenance instructions and parts list, and
as-build drawings.
16.2.5
Job Order Intent. Each Job Order will be interpreted to include all items reasonably
necessary to complete the Project under that Job Order as described in the scope of the
Work in that Job Order. All Work must be performed in a professional manner and all
materials used must be new and of the highest quality and of the type best adapted to
their purpose, unless otherwise specified. The Notice to Proceed date, and the award date
established therein, will be deemed an integral part of the Job Order the same as if set forth
therein.
16.3
INCIDENTAL DESIGN SERVICES
16.3.1
This effort includes all “extensions of design” for systems that are typically specified in
a performance oriented manner by consultants and designers. Examples include: fire
sprinkler systems, fire alarm and sprinkler systems, DDC controls, control systems,
prefabricated metal building and similar situations. These designs are normally provided
under submittals as a shop drawing with engineering backup and as appropriate, seals of
registered engineers specializing in the particular system.
16.3.2
Incidental design includes all documents, sketches, schematic diagrams, floor plan
layouts, equipment schedules and other documents produced by the JOC Contractor to
define the work required for projects that the City does not develop formal or abbreviated
designs requiring a seal by a registered engineer. Incidental design does not include
preparation of designs requiring an architect or engineer seal.
16.3.3
JOC Contractor represents, covenants, and agrees, and contractually assumes the
obligation to furnish, all of the required Design Services through properly licensed and
experienced Design Professionals in complete accordance with all of the duties imposed
on a Design Professional under the Contract Documents, Laws, Regulations, or Legal
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Requirements, and the common law.
16.3.4
All Design Documents (and all other Project-related documents, models, computer
drawings and other electronic expression, photographs and other expressions CADD, and
BIM files and images included) that JOC Contractor and/or JOC Contractor’s Design
Professional(s) prepare in connection with a Job Order and the copyrights therein
(collectively, the “Instruments of Service”) will be the property of City. JOC Contractor
covenants and agrees to execute any additional document reasonably requested by City
to confirm such assignment without any additional compensation.
16.4
CONSTRUCTION SERVICES
16.4.1
The following subsections of this Section 16.4 set forth requirements beyond those set forth
in Section 4 above which apply to Construction Services performed under a Job Order.
16.4.2
JOC Contractor must perform the Work using only those firms, team members and
individuals designated by JOC Contractor consistent with each Job Order or otherwise
approved by City pursuant to the General Conditions. No other entities or individuals may
be used without the prior written approval of the Project Manager.
16.4.3
Construction Phasing
16.4.3.1
City use of the facilities is anticipated while the Work is being performed. The Work must
be planned and accomplished so that there will be a minimum of interference and
inconvenience to occupants in the building and agencies in the vicinity and to other
craftsmen who may have to do work in the affected facilities. Any blockage of building
exits or driveways must be coordinated in advance.
16.4.3.2
If applicable, furniture, portable office equipment and wall appurtenances not rigidly
fastened to the walls must be moved by JOC Contractor, protected from damage and
replaced to the original position upon completion of the work. If the work required by
the Job Order will not allow furniture and portable office equipment to be replaced to its
original position, new locations will be designated by City. Incidental costs associated with
moving one-piece furnishings up to approximately 150 pounds to perform such tasks as
painting, carpet or tile replacement, etc., are considered a general cost of building
renovation and must be included in the JOC Contractor’s Coefficient. Costs for large scale
or wholesale removal and replacement of large quantities of
desks or modular
workstations, copiers, multiple full file cabinets, etc. to another location or storage outside
the work space, or disassembly and reassembly of modular furniture is not considered
part of the JOC Contractor’s Coefficient and will be priced separately.
16.4.3.3
The work must, so far as practicable, be done in definite sections or divisions and confined
to limited areas which must be completed before work in other sections or divisions are
begun.
16.4.4
Work Site Conflicts. In the event of a conflict between JOC Contractor and others in an
occupied facility or where other Contractors are performing work on the same facility
under other Contracts, City will decide to dispute and that decision will be final.
16.4.5
Ownership of Work Product. Work Product prepared or otherwise created in connection
with the performance of this Contract, including the Work, are to be and remain the
property of City. For purposes of this provision, “Work Product” will include all designs,
General Conditions
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GC-65 of 75
drawings, plans, specifications, ideas, renderings and other information or matter, in
whatever form created (e.g., electronic or printed) and in all media now known or
hereinafter created. All Work Product will be considered Work Made for Hire as defined
in the United States Copyright Act 17 U.S.C. §101 (Copyright Act). If for any reason any such
Work is found not to be a work for hire, JOC Contractor hereby transfers and assigns
ownership of the copyright in such Work to City. The rights in this Section are exclusive to
City in perpetuity.
16.5
OPTIONAL LIQUIDATED DAMAGES
16.5.1
Specific Job Orders. City will have the right to assess liquidated damages in relation to
any specific JOC Project Agreement as set forth below.
16.5.2
Substantial Completion Liquidated Damages. JOC Contractor acknowledges and agrees
that if JOC Contractor fails to obtain Substantial Completion of the Work within the Contract
Time, City will sustain extensive damages and serious loss as a result of such failure. The
exact amount of such damages will be extremely difficult to ascertain. Therefore, City and
JOC Contractor agree that if JOC Contractor fails to achieve Substantial Completion of the
Work within the Contract Time, City will
be entitled to retain or recover from JOC
Contractor, as liquidated damages and not as a penalty, the sum per calendar day as
indicated in MAG § 108.9.
16.5.3
Final Acceptance Liquidated Damages. For the same reasons set forth in Section 16.5.2
above, City and JOC Contractor further agree that if JOC Contractor fails to achieve Final
Acceptance of the Work within the Contract Time, City will be entitled to retain or recover
from JOC Contractor, as liquidated damages and not as a penalty, the sum per calendar
day as indicated in MAG § 108.9 commencing from the actual date of Substantial
Completion or Final Acceptance as required under any specific JOC Project Agreement.
16.5.4
MAG Liquidated Damages. Liquidated damages provisions in MAG § 108.9 may apply to any
specific JOC Project Agreement.
16.5.5
City may deduct liquidated damages assessed pursuant to this Section 16.5 from any
unpaid amounts then or thereafter due JOC Contractor under the Contract or any specific
JOC Project Agreement between JOC Contractor and City. Any liquidated damages not so
deducted from any unpaid amounts due JOC Contractor must be payable to City at the
demand of City, together with interest from the date of the demand at the highest lawful
rate of interest payable to JOC Contractor.
16.6
PERFORMANCE MEASUREMENT
16.6.1
Performance Assessment. After the Final Acceptance of Work under each Job Order, City
will complete a written evaluation of the performance of JOC Contractor on the Job Order.
16.6.2
Consideration in Assignment of Work. JOC Contractor’s record of cost, schedule and
quality performance and comparative assessments will be significant considerations in
City’s determination whether to award future Job Orders. JOC Contractor agrees that any
determination by City not to not award future Job Orders or Option periods based on
performance will be at the sole discretion of City.
SECTION 17 - PROVISIONS APPLICABLE SOLELY TO PRE-CONSTRUCTION SERVICES FOR
CONSTRUCTION MANAGER AT RISK
General Conditions
Revised: 10/19/2021
GC-66 of 75
17.1
ADDITIONAL DEFINITIONS
The definitions set forth in Section 2 and 15.1 above will apply to all Pre-Construction
Services Contracts.
17.2
GENERAL
17.2.1
CM@Risk must perform the Services required by, and in accordance with the Contract
Documents and as outlined in Exhibit A of the Contract to the satisfaction of the
Project Manager, exercising the degree of care, skill, diligence and judgment a professional
construction manager experienced in the performance of such services for construction
and/or facilities of similar scope, function, size, quality, complexity and detail to the
Project in urban areas throughout the United States, would exercise at such time, under
similar conditions. CM@Risk must, at all times, perform the required services consistent
with sound and generally accepted engineering principles and construction management
and construction contracting practices.
17.2.2
As a participating member of the Project Team, CM@Risk must provide to City and Design
Professional a written evaluation of City’s Project Program and budget, each in terms of
the other, with recommendations as to the appropriateness of each. CM@Risk must
prepare a Baseline Cost Model that validates City’s budget. The Baseline Cost Model must
include all assumptions and basis of estimates in enough detail so that the Project Team
can compare future detail estimates to the Baseline Cost model for variances. City and
Design Professional will provide all the reasonably required data that is available in
order to reach agreement between the team members that the Baseline Cost Model is an
accurate projection of the costs of the Project.
17.2.3
CM@Risk must attend Project Team meetings, which may include, but are not limited to,
bi- weekly Project management meetings, Project workshops, special Project meetings,
construction document rolling reviews, public meetings and partnering sessions. CM@Risk
attendance at design or other meetings in which CM@Risk is provided the opportunity but
does not actively participate and/or is not properly prepared is not acceptable. Repeated
instances of non-participation and/or lack of preparedness will be grounds for termination
of CM@Risk Contract for default.
17.2.4
CM@Risk must provide Pre-Construction Services, described herein, in a timely manner
and consistent with the intent of the most current Drawings and Specifications. CM@Risk
must promptly notify City in writing whenever CM@Risk determines any Drawings or
Specifications are inappropriate for the Project and/or cause changes in the scope of Work
that deviates more than the allowed contingencies within the Baseline Cost Model or
requires an adjustment in the Baseline Cost Model, Detailed Cost Estimate, Detailed
Project Schedule, GMP Proposals and/or in the Contract Time for the Work, to the extent
such as established.
17.2.5
CM@Risk when requested by City, must attend, make presentations and participate as may
be appropriate in public agency and or community meetings, relevant to the Project.
CM@Risk must provide drawings, schedule diagrams, budget charges and other materials
describing the Project when their use is required or appropriate in any such public agency
meetings.
17.2.6
Ownership of Work Product. All Work Product prepared or otherwise created in connection
with the performance of this Contract, including the Work, are to be and remain the property
General Conditions
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GC-67 of 75
of City. For purposes of this provision, “Work Product” will include all designs, drawings,
plans, specifications, ideas, renderings and other information or material, in whatever
form created (e.g., electronic or printed) and in all media now know or hereinafter created.
All Work Product will be considered Work Made for Hire as defined in the United States
Copyright Act 17 U.S.C.
§101 (Copyright Act). If for any reason any such Work is found not to be a work for
hire, Contractor hereby transfers and assigns ownership of the copyright in such Work to
City. The rights in this Section are exclusive to City in perpetuity.
17.2.7
CM@Risk represents to City in completing Pre-Construction Services and providing the
reports
and analysis required thereunder, that Work can be properly and timely
constructed within the GMP Proposal, if accepted. CM@Risk does not assume any design
responsibilities unless specifically called for in the scope of work, but CM@Risk will be
responsible for their errors, omissions or inconsistencies included in the Work.
17.3
DETAILED PROJECT SCHEDULE
17.3.1
The fundamental purpose of the Detailed Project Schedule is to identify, coordinate and
record the tasks and activities to be performed by all of the Project Team members and
then for the Project Team to utilize that Deliverable as a basis for managing and
monitoring all member’s compliance with the schedule requirements of the Project.
Each Project Team member is responsible for its compliance with the Detailed Project
Schedule requirements. CM@Risk must, however, develop and maintain the Detailed
Project Schedule on behalf of and to be used by the Project Team based on input from the
other Project Team members. The Baseline Project Schedule must be developed as part
of the Baseline Cost Model. The Detailed Project Schedule must use the Critical Path
method (“CPM”) technique, unless required otherwise, in writing by City. CM@Risk must
use scheduling software acceptable to City to develop the Detailed Project Schedule.
The Detailed Project Schedule must be presented in graphical and tabular reports as
agreed upon by the Project Team. If Project phasing as described below is required, the
Detailed Project Schedule must indicate milestone dates for the phases once
determined. As part of construction phase, City may require CM@Risk to prepare a
“resource loaded” schedule for all work, including work performed by Subcontractors,
detailing each of the project tasks and the required/anticipated number of personnel per
day for each task. CM@Risk must also indicate on the schedule its ability to meet said
required/anticipated personnel requirements.
17.3.2
CM@Risk must include and integrate in the Detailed Project Schedule the services and
activities required of City, Design Professional and CM@Risk including all construction
phase activities based on the input received from City and the Design Professional.
The Detailed Project Schedule must define activities as determined by City to the extent
required to show: (a) the coordination between preliminary design and various pre-
construction documents, (b) any separate long-lead procurements, (c) any permitting
issues, (d) any land, right-of-way, or easement acquisition, (e) bid packaging strategy and
awards to Subcontractors and Suppliers, (f) major stages of construction, (g) start-up and
commissioning, and (h) occupancy of the completed Work by City. The Detailed Project
Schedule must include by example and not limitation, proposed activity sequences and
durations for design, procurement, construction and testing activities, milestone dates for
actions and decisions by the Project Team, preparation and processing of shop drawings
and samples, delivery of materials or equipment requiring long-lead time procurement (if
any), milestone dates for various construction phases, Total Float for all activities to the
General Conditions
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extent authorized by City, relationships between the activities,
City’s occupancy
requirements showing portions of the Project having occupancy priority, and proposed
dates for Final Acceptance.
17.3.3
A Baseline Project Schedule must be initiated with the project Baseline Cost Model and
agreed to by the project team at the same time. CM@Risk must update and maintain a
detailed Project Schedule throughout pre-construction such that it will not require major
changes at the start of the construction phase to incorporate CM@Risk’s plan for the
performance of the construction phase Work. CM@Risk must provide updates and/or
revisions to the Detailed Project Schedule for use by the Project Team, whenever required,
but no less often than at the Project Team meetings. CM@Risk must include with such
submittals a narrative describing its analysis of the progress achieved to-date vs. the
Baseline Project Schedule, including any concerns regarding delays or potential delays, and
any recommendations regarding mitigating actions.
17.3.4
If phased construction is deemed appropriate at the time of developing the Baseline Cost
Model or during the development of the Detailed Project Schedule, and City approves,
CM@Risk must review the design and make recommendations regarding the phased
issuance of Construction Documents to facilitate phased construction of the Work, with
the objective of reducing the Project Schedule and/or Cost of the Work. CM@Risk must take
into consideration such factors as natural and practical lines of work severability,
sequencing effectiveness, access and availability constraints, total time for completion,
construction market conditions, labor and materials availability, and any other factors
pertinent to saving time and cost.
17.3.5
Long Lead Time Items. As part of developing the Detailed Project Schedule, CM@Risk must
identify all long lead time materials, fabrications, equipment, or other items which may
impact the Project Schedule and may require early action on the part of the Project Team.
Dates for selecting and ordering long lead time items will be included and highlighted
in the Detailed Project Schedule
17.3.6
Equipment Plan. Contractor must develop an Equipment Plan that addresses all rental
and owned equipment, regardless of whether such equipment will be provided by
CM@Risk or subcontractor(s), that will be necessary to construct the Project and the cost
of which will be included as a Cost of the Work in the GMP Proposal. The Equipment Plan
will seek to minimize the cost of the equipment to City and maximize the efficient and
coordinated use of the equipment for completion of the Project. The Equipment Plan will
not only include the costs and allowable lease rates for the equipment, but will also include
an equipment schedule that will be incorporated into the Detailed Project Schedule and the
Schedule of Values submitted with the GMP Proposal.
17.4
DESIGN DOCUMENT REVIEWS
17.4.1
CM@Risk must evaluate periodically the availability of labor, materials/equipment, cost-
sensitive aspects of the design; and other factors that may create an unacceptable variance
to the Baseline Cost Model and/or Baseline Project Schedule.
17.4.2
CM@Risk must recommend, in conjunction with the Project Team, those additional surface
and subsurface investigations that, in its professional opinion, are required to provide the
necessary
information for CM@Risk to construct the Project.
These additional
investigations, if agreed to
be necessary by the Project Manager and the Design
Professional, will be acquired by City and copies of the reports will be provided to CM@Risk.
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17.4.3
CM@Risk must meet with the Project Team as required to review designs during their
development. CM@Risk must familiarize itself with the evolving documents through
pre-
construction. CM@Risk must proactively advise the Project Team and make
recommendations on factors related to construction costs, and concerns pertaining to the
feasibility and practicality
of any proposed means and methods, selected materials,
equipment and building systems, and, labor and material availability. CM@Risk must
furthermore advise the Project Team on proposed site improvements, excavation and
foundation considerations, as well as, concerns that exist with respect to coordination of
the Drawings and Specifications. CM@Risk must use established value analysis principles
in recommending cost effective alternatives.
17.4.4
CM@Risk must routinely conduct constructability and bid-ability reviews of the Drawings
and Specifications as necessary to satisfy the needs of the Project Team. The reviews must
attempt to identify all discrepancies and inconsistencies in the Construction Documents
especially those related to clarity, consistency, completeness and coordination of Work of
Subcontractors and Suppliers.
17.4.4.1
CM@Risk must evaluate whether: (a) the Drawings and Specifications are configured to
enable efficient construction; (b) design elements are standardized; (c) construction
efficiency
is
properly
considered
in
the
Drawings
and
Specifications;
(d)
module/preassembly design is prepared to facilitate fabrication, transport and installation;
(e) sequences of Work required by or inferable from the Drawings and Specifications are
practicable; (f) the design has taken into consideration efficiency issues concerning access
and entrance to the site, laydown and storage
of materials, staging of site facilities,
construction parking, and other similar pertinent issues; and (g) the design maintains
continued operation of the existing City systems and maintains traffic on adjacent
roadways. CM@Risk must also review the Drawings and Specifications to ensure that what
is depicted therein can be constructed as designed and must promptly inform the Project
Team of any issues.
17.4.4.2
CM@Risk must check cross-reference and complementary Drawings and sections within
the Specifications and in general evaluate whether: (a) the Drawings and Specifications
are sufficiently clear and detailed to minimize ambiguity and to reduce scope interpretation
discrepancies; (b) named materials and equipment are commercially available and are
performing well, or otherwise, in similar installations; (c) Specifications include alternatives
in the event a requirement cannot be met in the field; and (d) in its professional opinion, the
Project is likely to be subject to Differing Site Conditions.
17.4.4.3
The results of the reviews must be provided to Project Team in formal, written reports
clearly
identifying all reviewed documents and the discovered discrepancies and
inconsistencies in the Drawings and Specifications with notations and recommendations
made on the Drawings, Specifications and other documents. CM@Risk must meet with
Project Team to discuss any findings and review reports.
17.4.4.4
CM@Risk’s reviews must be from a Contractor’s perspective, and though it will serve to
eliminate/reduce the number of RFIs) and changes during the construction phase,
responsibility for the Drawings and Specifications will remain with the Design Professional
and not CM@Risk.
17.4.5
It is CM@Risk’s responsibility to assist the Design Professional in ascertaining that, in
CM@Risk’s professional opinion, the Construction Documents are in accordance with
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applicable Laws, Regulations, or Legal Requirements, building codes, sound engineering
principle’s rules and regulations. If CM@Risk recognizes that portions of the Construction
Documents are at variance with applicable laws, statutes, ordinances, building codes,
sound engineering principle’s rules and regulations, it must promptly notify the Project Team
in writing, describing the apparent variance of deficiency. However, the Design Professional
is ultimately responsible for the compliance of the Drawings and Specifications with those
laws, statutes, ordinances, building codes, rules and regulations.
17.4.6
The Project Team will routinely identify and evaluate using value analysis principles and
alternate systems, approaches, design changes that have the potential to reduce Project
costs while still delivering a high quality and fully functional Project consistent with
the Project Program. If the Project Team agrees, CM@Risk in cooperation with the Design
Professional, will perform a cost/benefit analysis of the alternatives and submit such in
writing to the Project Team. City, through the Project Manager, will direct which alternatives
will be incorporated into the Project. The Design Professional will have full design
responsibility for the review and incorporation of CM@Risk suggested alternatives into
the Drawings and Specifications. CM@Risk must analyze the costs and schedule impacts of
the alternatives against the Baseline
Cost Model and Schedule and provide a
recommendation for the Project Team’s consideration and City’s approval prior to the
establishment of the GMP.
17.5
BASELINE COSTS MODEL, DETAILED COST ESTIMATES, AND SCHEDULE OF VALUES
17.5.1
At the conclusion of the Master Planning and Programming, if required, CM@Risk will
review all available information regarding the design and scope of the Project using
CM@Risk’s experience in performing similar work, knowledge of similar projects and
current and projected construction costs and, based upon that review, must develop a
Baseline Cost Model for review by the Project Team and approval by City. Once approved
by City, the Baseline Cost Model will be continually referenced as detailed estimates are
created as the design progresses throughout Pre-Construction until the final GMP for the
entire Project is established. A final GMP for the entire Project must be established and
approved by City prior to the start of construction. It is the responsibility of CM@Risk
to ensure City has sufficient information to evaluate and approve a final GMP prior to
the time necessary to start construction so construction can be completed within the
Contract Time. The Project Detailed Cost Estimate will be the best representation from
CM@Risk of what the complete functional Project’s construction costs will be as indicated
by the most current available documents and will be constantly checked against the
Baseline Cost Model. CM@Risk must communicate to the Project Team and assumptions
made in preparing the Baseline Cost Model. The Baseline Cost
Model must support
CM@Risk’s Detailed Cost Estimates and may be broken down initially as dictated by the
available information, as required by City.
17.5.2
After receipt of the Design Professional’s most current documents from certain specified
pre- construction milestones, CM@Risk must provide a draft Detailed Cost Estimate
including a detailed written report detailing any variances to the Baseline Cost Model and
Baseline Project Schedule. The Design Professional and CM@Risk will reconcile any
disagreements on the estimate to arrive at an agreed upon Detailed Cost Estimate for the
construction costs based on the scope of the Project through that specified pre-
construction milestone. Pre-Construction milestones applicable to this paragraph are:
Master Planning and Programming, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Drawings, If no consensus is reached, City will
General Conditions
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make the final determination. If the Project Team requires additional updates of the
Detailed Cost Estimate beyond that specified in this paragraph, CM@Risk must provide the
requested information in a timely manner.
17.5.3
If at any point the Detailed Cost Estimate submitted to City exceeds the previously
accepted Baseline Cost Model or previously approved Detailed Cost Estimate agreed to as
set forth in Section 17.5.2 above, CM@Risk must make appropriate recommendations to
project Team on means/methods, materials, and or other design elements that it
believes will reduce the estimated construction costs, such that it is equal to or less than
the established Project Team’s Baseline Cost Model.
17.5.4
Unless other levels of completion are agreed to in writing in the Construction Documents,
at 50% Construction Drawings and included with the associated report, CM@Risk must
also submit to the Project Team for review and approval a Schedule of Values that complies
with the following requirements. The Schedule of Values must be based on City standard
bid schedule and highlight significant variances from any previously submitted Schedule
of Values. The Schedule of Values must be directly related to the breakdowns reflected in
the Detailed Project Schedule and CM@Risk’s Detailed Cost Estimate. In addition, the
Schedule of Values must: (a) detail unit prices and quantity take-offs, (b) detail all other
contingencies and unit price Work shown and specified in the detailed design documents.
17.5.5
CM@Risk is to track, estimate/price and address the Project Team’s overall project cost issues
that arise outside of the Baseline Cost Model and the latest approved Detailed Cost
Estimate such as: City generated changes, Project Team proposed changes, alternate
system analysis, constructability items and value engineering analysis. The system used
to implement this process will be referred to as the Design Evolution Log. This is to be
addressed between the Baseline Cost Model and the Master Planning and Programming
Detailed Cost Estimate, and then (unless other levels of completion are agreed to in writing
in the Construction Documents) between the Detailed Cost Estimates for each of the pre-
construction milestones thereafter, Schematic Design, 50% Design Development, 100%
Design Development, and 50% Construction Documents, and the bid packages for all
Phases.
17.5.6
Upon request by City, CM@Risk must submit to City a cash flow projection for the Project
based on the current updated/revised Detailed Project Schedule and the anticipated level of
payments for CM@Risk during the design and construction phases. In addition, if requested
by City and based on information provided by City, CM@Risk must prepare a cash flow
projection for the entire Project based on historical records for similar types of projects
to assist City in the financing process.
17.5.7
Construction Water. CM@Risk must estimate the quantity of water to be used and include
the cost thereof in each Detailed Cost Estimate and GMP Proposal provided by City.
17.6
SUBCONTRACTOR AND MAJOR SUPPLIER SELECTIONS
17.6.1
There are two ways to select Subcontractors and major Suppliers prior to submission of a
GMP Proposal: (1) qualifications-based selection; or (2) a combination of qualifications
and price. Except as noted below, the selection of Subcontractors/Suppliers is the sole
responsibility of CM@Risk. In any case, CM@Risk is solely responsible for the performance
of the selected Subcontractors/Suppliers, and for compliance with the requirements of
Title 34 of the Arizona Revised Statutes in the selection of a Subcontractors/Suppliers,
to the extent applicable. CM@Risk must comply with its Subcontractor Selection Plan
General Conditions
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GC-72 of 75
submitted with its Statement of Qualifications.
17.6.2
City may approve the selection of a Subcontractor(s) or Suppliers(s) based only on their
qualifications when CM@Risk can demonstrate it is in the best interest of the Project. All
Work that is performed, after such a qualifications-based selection, for a price that is
negotiated by CM@Risk will be billed in accordance with the GMP for actual costs and may
be subject to audit by City.
17.6.2.1
Qualifications based selection of a Subcontractor(s)/Supplier(s) should only occur prior to
the submittal of the GMP Proposal.
17.6.2.2
If a Subcontractor/Supplier selection plan was submitted and agreed to by City, CM@Risk
must apply the plan in the evaluation of the qualifications of a Subcontractor(s) or
Supplier(s) and provide City with its review and recommendations.
17.6.2.3
CM@Risk must receive written City approval for each selected Subcontractor(s) and
Supplier(s).
17.6.2.4
CM@Risk must negotiate costs for services/supplies from each Subcontractor/Supplier
selected under this method.
17.6.3
All Work must be competitively bid unless a Subcontractor or Supplier was selected pursuant
to Section 17.6.2 above.
17.6.3.1
CM@Risk must develop Subcontractor and Supplier interest, submit the names of a
minimum of three qualified Subcontractors or Suppliers for each trade in the Project for
approval by City and solicit bids for the various Work categories. If there are not three
qualified Subcontractors/Suppliers available for a specific trade or there are extenuating
circumstances warranting such, CM@Risk may request approval by City to submit less
than three names. Without prior written notice to City, no change in the recommended
Subcontractors/Supplies will be allowed.
17.6.3.2
If City objects to any nominated Subcontractor/Supplier or to any self-performed Work for
good
reason, CM@Risk must nominate a substitute Subcontractor/Supplier that is
acceptable to City.
17.6.3.3
CM@Risk must distribute Drawings and Specifications, and when appropriate, conduct a
Pre- Bid Conference with prospective Subcontractors and Suppliers.
17.6.3.4
If CM@Risk desires to self-perform certain portions of the Work, it must request to be one of
the approved Subcontractor bidders for those specific bid packages. CM@Risk’s bid will
be evaluated in accordance with the process identified below. If events warrant and City
concurs that it is necessary in order to ensure compliance with the Project Schedule
and/or the most recent Detailed Cost Estimate, CM@Risk may be authorized to self-
perform Work without bidding or rebidding the Work. When CM@Risk self-performs work
without bidding, only the actual costs associated with performing the Work in accordance
with the approved GMP will be billed and may be subject to audit by City.
17.6.3.5
CM@Risk must receive, open, record and evaluate the bids; provided, however, that if
CM@Risk or one of its affiliates is bidding to self-perform the Work that is the subject of the
bid, then the bids must be received, opened, recorded and evaluated by Project Manager
instead of CM@Risk. Bids for each category of Work must be opened and recorded at a
pre-determined time. The apparent low bidders must be interviewed to determine the
General Conditions
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GC-73 of 75
responsiveness of their proposals. In evaluating the responsiveness of bid proposals
CM@Risk, in addition to bid price, may consider the following factors: past performance
on similar projects, qualifications and
experience of personnel assigned, quality
management plan, approach or understanding of the
Work to be performed, and
performance
schedule
to
complete
the
Work.
The
final
evaluation
of
Subcontractor/Supplier bids must be done with Project Manager in attendance to observe
and witness the process. CM@Risk must resolve any Subcontractor/Supplier bid withdrawal,
protest or disqualification in connection with the award at no increase in the Cost of Work.
17.6.4
CM@Risk will be required to prepare two different reports on the subcontracting process.
17.6.4.1
Within fifteen days after each major Subcontractor/Supplier bid opening process;
CM@Risk must prepare a report for City’s review and approval identifying the
recommended Subcontractors/Supplier for each category of Work. The report must detail:
(a) the name of the recommended Subcontractor/Supplier and the amount of the
Subcontractor/Supplier bid for each sub-agreement; (b) the sum of all recommended
Subcontractor/Supplier bids received; (c) and trade work and its cost that CM@Risk intends
to self-perform, if any.
17.6.4.2
Upon completion of the Subcontractor/Supplier bidding process, CM@Risk must submit
a summary report to City of the entire Subcontractor/Supplier selection process. The report
must indicate, by bid process, all Subcontractors/Suppliers contacted to determine
interest, the Subcontractors/Suppliers solicited, the bids received and costs negotiated,
and the recommended Subcontractors/Suppliers for each category of Work.
17.6.5
The approved Subcontractors/Suppliers will provide a Schedule of Values with their bid
proposals, which will be used to create the overall Project Schedule of Values.
17.6.6
If after receipt of sub-bids or after award to Subcontractors and Suppliers, City objects to
any nominated Subcontractor/Supplier or to any self-performed Work without any
reasonable basis, CM@Risk must nominate a substitute Subcontractor or Supplier,
preferably if such option is still available, from those who submitted Subcontractor bids
for the Work affected. Once such substitute Subcontractors and Suppliers are consented
to by City, CM@Risk’s proposed GMP for the Work or portion thereof must be
correspondingly adjusted to reflect any higher or lower costs form any such substitution.
17.7
GMP PROPOSAL
17.7.1
When a GMP Proposal is submitted for a phase of the Work, the GMP will have a Detailed Cost
Estimate of the Costs of the Work (as set forth in Section 15.2) in each phase of the Work
that is being proposed plus the current estimate for all other Work. City will not approve
the GMP for the phase of work without a total estimate for the complete Project. City may
request a GMP Proposal for all or any portion of the Project and at any time during pre-
construction. Any GMP Proposals submitted by CM@Risk must be based on and consistent
with Baseline Cost Model and the current update/revised Detailed Cost Estimate at the
time of the request and include any clarifications or assumptions upon which the GMP
Proposal(s) are based.
17.7.2
A GMP Proposal for the entire Project will be the sum of the Cost of the Work, CM@Risk Fee,
and General Conditions Cost. CM@Risk guarantees to complete the Project at or less than
the final GMP Proposal amount plus approved Change Orders. CM@Risk will be responsible
for any costs for expenses that would cause the Cost of the Work actually incurred,
General Conditions
Revised: 10/19/2021
GC-74 of 75
including the Construction Fee and General Conditions Costs, to exceed the GMP.
17.7.3
CM@Risk must prepare its GMP Proposal in accordance with City’s request for GMP Proposal
requirements based on the most current completed Drawings and Specifications at that
time, which unless otherwise directed by City in writing, will be at 100% Construction
Drawings. CM@Risk must mark the face of each document of each set upon which its GMP
Proposal is based.
These documents must be identified as the GMP Plans and
Specifications. CM@Risk must send one set of those documents to the Project Manager,
keep one set and return the third set to the Design Professional.
17.7.4
An updated/revised Detailed Project Schedule, Equipment Plan, and Schedule of Values
must be included in any GMP Proposal(s), all of which must reflect the GMP Plans and
Specifications the Detailed Project Schedule must be shown in relationship to the Project
Schedule and identify any variance to the Baseline Project Schedule. Any such Detailed
Project Schedule updates/revisions must continue to comply with the requirements of
Section 17.3.1 through 17.3.5.
17.7.5
GMP Proposals(s) Review and Approval
17.7.5.1
CM@Risk must meet with the Project Team to review the GMP Proposal(s) and the written
statement of its basis. In the event the Project Team discovers inconsistencies or
inaccuracies
in the information presented, CM@Risk must make adjustments as
necessary to the GMP Proposal.
17.7.5.2
If during the review and negotiation of GMP Proposals design changes are required, City
may authorize and cause the Design Professional to revise the GMP Plans and Specifications
to the extent necessary to reflect the agreed-upon assumptions and clarifications contained
in the final approved GMP Proposal. Such revised GMP Plans and Specification will be
furnished to CM@Risk. CM@Risk must promptly notify the Project Team in writing if any
such revised
GMP Plans and Specifications are inconsistent with the agreed upon
assumptions and clarifications.
17.7.6
All portions of or items comprising the GMP Proposal are subject to audit by City, as
deemed appropriate by City, including, without limitation, any based upon unit prices or
Work to be self- performed by CM@Risk, or its affiliates.
17.8
PAYMENT PROCEDURE FOR PRE-CONSTRUCTION SERVICES
17.8.1
Requests for monthly payments by CM@Risk for Pre-Construction Services must be
submitted monthly and must be accompanied by a progress report, detailed invoices
and receipts, if applicable. Any requests for payment must include, as a minimum, a
narrative description of the tasks accomplished during the billing period, a listing of any
Deliverables submitted, and copies of any Subconsultants’ requests for payment, plus
similar narrative and listings of Deliverables associated with their Work. Payment for
services negotiated as a lump sum will be made in accordance with the percentage of work
completed during the preceding month.
17.8.2
In no event will City pay more than seventy-five (75%) of the Contract Price until acceptance
of ALL Pre-Construction Services and award of the final approved Construction Services
Contract for the entire Project by City Council. If CM@Risk does not prepare a GMP
Proposal that is acceptable to City, or the GMP Proposal exceeds the City’s Construction
Budget, then CM@Risk understands and acknowledges that it will forfeit any right to
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receive the 25% of the Contract Price being retained by City.
17.8.3
CM@Risk agrees that no charges or claims for costs or damages of any type will be made by
it for any delays or hindrances beyond the reasonable control of City during the progress of
any portion of Pre-Construction Services specified in this Contract. Such delays or
hindrances, if
any, will be solely compensated for by an extension of time for such
reasonable period and may be mutually agreed between the parties. It is understood
and agreed, however, that permitting CM@Risk to proceed to complete any such Services,
in whole or in part after the date to which the time of completion may have been extended,
will in no way act as a waiver on the part of City of any of their respective legal rights herein.
17.8.4
No compensation to CM@Risk will be allowed contrary to Article I, Chapter I, Title 34 of the
Arizona Revised Statutes.
17.8.5
If any service(s) executed by CM@Risk is abandoned or suspended in whole or in part, for
a period of more than 180 days through no fault of CM@Risk, CM@Risk is to be paid for
the services performed prior to the abandonment or suspension.
17.9
SURVIVAL OF THE DESIGN SERVICES CONTRACT, DUTIES, OBLIGATIONS AND
WARRANTIES
If the GMP Proposal is accepted by City and a Construction Contract is entered into
between City and CM@Risk, the duties, obligations and warranties of CM@Risk under the
Pre- Construction Services Contract survive and are incorporated into the resulting
Construction Contract.
App’d 1/7/22
APP-1 of 32
General Conditions Appendices
SECTION 15 – APPENDICES
The following Appendices attached hereto are referenced in the General Conditions and
are incorporated herein.
Appendix 1 – Policy Statement for Calculating Delays and Damages
Appendix 2 – Cost Reduction Incentive Proposals for Design Bid Build Contracts
Appendix 3 – Contractor’s Affidavit Regarding Settlement of Claims
Appendix 4 – Forms of Performance Bond
Appendix 5 – Forms of Payment Bond
Appendix 6 – Dispute Resolution
Appendix 7 – Certificate of Completion
Appendix 8 – Construction Sign Detail
Appendix 9 – Cost of the Work (Applicable solely to Construction Manager at Risk and
Job Order Contracting)
Appendix 10 Landscape Establishment Period
App’d 1/7/22
APP-2 of 32
General Conditions
Appendix 1
CALCULATING DELAYS AND DAMAGES
The purpose of this policy statement is to establish guidelines and procedures for negotiation
between the Contractor and City of Chandler relating to compensation for delays pursuant to
Arizona Revised Statutes (A.R.S.) 34-221(F). This policy statement contains notice requirements in
addition to those set forth in the Contractor Documents, and will be the Contract Provision
contemplated by that statute.
NOTE: As used herein, the term “Engineer” will refer to the City of Chandler City Engineer or
his/her designated representative. Nothing in this Policy Statement will be construed to void any
provision in the Contract which requires timely notice of delays or provides for arbitration or
any other procedure for settlement or provides for liquidated damages.
I.
TYPES OF DELAYS:
For the purposes of this document, there are essentially four types of delays encountered by
City of Chandler Construction Contractors; excusable/compensable, excusable/non-
compensable, non- excusable, and concurrent. Only delays that extend Contract
Completion Time set forth in the Contract Document will be considered for issues
relating to Contract extensions or additional compensation. All other delays are
considered to be activity delays and do not entitle the Contractor to either time
extensions or additional compensation. Contract Completion Time will be defined as the
date set forth in Maricopa Association of Governments (MAG) Uniform Standard Specification
Section 101 and as may be modified by the Contract Documents.
A.
Excusable/Compensable:
These are delays caused solely by the City’s actions or inactions, are unreasonable
under the circumstances, and which were not within the contemplation of the
parties to the Contract at or prior to the time of execution of the Contract.
Since the Contractor presumably has no control over the events causing the delay,
he may be entitled to both contract time extensions and additional compensation for
delay damages. Further, he/she may be entitled to additional compensation from
the impact of that delay on other work. Examples of excusable/compensable (E/C)
delays include: failure to properly locate an underground City-owned utility within
2 feet of the actual location; failure to relocate City-owned utilities far enough in
advance of construction in an area where the Contractor is scheduled to work
that it delays start or completion of the Contractor’s regularly scheduled work;
failure to provide City-furnished equipment or materials in a timely manner if
required by the Contract; failure to acquire necessary Right-of-Way or Public Utility
Easements prior to the Contractor beginning Work in the area; failure to timely return
Shop Drawings or other Contract Submittals in accordance with the Contract;
unreasonable delay by the City in making decisions which affect critical activities;
surveying errors when the City is contractually responsible for providing Project
Surveying. This list is not meant to be all inclusive, but is intended merely as examples
of the type of City action or inaction which can result in a Contractor’s claim for
additional time and compensation.
App’d 1/7/22
APP-3 of 32
General Conditions
Appendix 1
B.
Excusable/Non-compensable:
These are delays over which neither the City nor the Contractor had control. Since
both parties to the Contract have been potentially damaged by the delay, but
neither have caused it, only Time Extensions are warranted. Examples of excusable,
non-compensable (E/N) delays include: unusually severe weather; fire; acts of God;
failure of non-City owned utilities (SRP, CenturyLink, Cable TV, Southern Pacific
Railroad, and Southwest Gas, etc.) to properly or timely locate accurately; failure of
non-City owned utilities to relocate in advance of construction; the voluntary or
involuntary filing for Bankruptcy protection by a Supplier or Subcontractor which
causes the Supplier/Subcontractor to fail to meet a contractual deadline provided
the Contractor can provide documentation that he/she executed the required
Purchase Orders/Subcontract Agreements and received delivery schedules which,
if met, would have eliminated the delay; delays as a result of an incomplete
shutdown of a City or non-City owned utility main (the City does not guarantee a
complete shutdown). This list also is not necessarily all inclusive but merely
indicative of type and class of E/N delays.
C.
Non-excusable/Non-compensable:
These are delays caused by the actions or inactions of Contractor or an officer,
employee, agent, Subcontractor, Supplier or any other party for whom the
Contractor is responsible. Since the Contractor has assumed responsibility for the
risks associated with the events that caused the delay, he/she are not entitled to
either time extensions or monetary delay damages. All non-excusable delays are
also non-compensable. Examples of non- excusable, non-compensable (N/N)
delays include: failure to perform by the Contractor, its Subcontractors and/or
Suppliers (except as noted in section I.B above); failure to provide adequate
labor,
materials,
and/or
equipment
on
the
Project;
failure
to
perform
contractually-required coordination with utilities, agencies and other Contractors;
failure to notify the Engineer, in writing, of delay impacts within two working days,
as required by MAG 104.2.3, or the next work day, as required by MAG 109.8.2;
failure to timely submit Shop Drawings; failure to pothole or otherwise visually locate
utilities sufficiently ahead of the Work to allow the Engineer to direct corrective
action when necessary; delays due to retesting of previously failed work, re-
inspection, and/or restaking resulting from faulty workmanship, poor quality
control, or lack of compliance with Contract Specifications. Again, this list is not
necessarily all inclusive.
D.
Concurrent:
When two or more delays occur simultaneously or overlap, each delay is
analyzed separately to determine its impact on the overall project completion date
based on when that delay started. Once again, only those delays which actually
extend the contract completion time are considered as delays. The concurrent
delay is considered an additional delay only to the extent it prolongs the delay to
the Contract Completion Time beyond the date that the one it is concurrent with
had already delayed that date. For example, if two delays are concurrent, and one
is five days long and the second is seven days long, the second concurrent delay will
App’d 1/7/22
APP-4 of 32
General Conditions
Appendix 1
only extend the Contract Completion Time by two days. The same method of analysis
is used when there are multiple concurrent delays. Only those extending the Project
Completion Date are considered to be delays for the purposes of this policy. The
portion of each concurrent delay that delays the completion of the work is classified
in the same manner as described previously for individual delays and being either
E/C, E/N or N/N.
An example of a concurrent delay is where the City delays furnishing material,
but the Contractor could not have installed it anyway due to unusually severe
weather. The effect of the first delaying activity will extend for the full duration
and will be considered controlling on the Contractor’s schedule. A subsequent,
concurrent delay will thereafter only be considered to effect the project completion
(if at all) once the first delaying activity has ceased to impact the project completion.
In this case, if the unusually severe weather continued and delayed the work after
the material was delivered, the first portion of the delay would be classified E/C
(delay for material) and the second as E/N (delay due to unusually severe weather).
Using the procedure set forth above, the entire concurrent portion would be
considered E/C as shown in the chart which follows.
Example of a Concurrent Delay:
E/C Delay
E/N Delay
City Related Material Delay
Rain Delay
II.
ANALYZING THE DELAY:
The Contractor must provide all documents required or requested by the Engineer to analyze the
delay(s). It is important to understand that, prior to the delay analysis, delays and their impacts are
alleged issues. The information the Contractor provides will be compared with the Inspector’s Daily
Log, Schedules and other available Project information and together they will support or refute that
delays occurred and, if so, how they impact other work and the overall project completion. The
Contractor’s delay in providing these documents will be considered prima facie evidence that either
the delay did not occur or it did not impact the Project Completion Date and any claim for time
extension or damages will be denied.
The Engineer will accept delay analyses in CPM format, as these may demonstrate to his/her
satisfaction whether or not Project Completion has been impacted by a specific event. If the
Contractor chooses not to use CPM scheduling procedures, then the burden will be on the
Contractor to prove to the Engineer’s satisfaction that the Project Completion has been
impacted. The procedures below assume that the Contractor is using CPM scheduling methods.
App’d 1/7/22
APP-5 of 32
General Conditions
Appendix 1
As a minimum the Contractor must provide the following materials to the Engineer:
A.
As-Planned Schedule. The initial construction schedule, required by the Contract
Documents, will be considered the baseline schedule. It is to the Contractor’s
advantage that the As-Planned (baseline) Schedule be as detailed as possible in
order for delays, as they occur, to be incorporated into the schedule in
representative locations. It is also to the Contractor’s advantage to use a computer
software program to generate the schedule since updated schedules are required
monthly by the Contract Documents and since updated schedules are required
to support delays and requests for additional compensation for delays. The As-
Planned (baseline) Schedule must be presented in network format which clearly
shows the interrelationships of the activities. The Contractor must also provide a
printout of the activities showing early start, early finish, late start, late finish,
duration and float. The activity list printout must also indicate predecessor and
successor activities.
B.
As-Built Schedules. The as planned (baseline) schedule must be updated with
complete progress-to-date information (actualized) up to the date of the start of the
alleged delay. Each updated schedule will serve as the as-built schedule for analyzing
the alleged delay and provide a new baseline as-planned schedule for the next delay.
This process must be repeated for each alleged delay as it occurs. In updating the
baseline schedule, the alleged delay must be treated as an activity and inserted into
the schedule as a predecessor to the impacted activity (ies). When an activity that
has already started is impacted, it is preferable to divide this activity into two
parts and show the impact affecting the second part. For schedules which
incorporate a time line (or data date), the delay activity must be inserted at the time
it actually occurred. Some software scheduling programs have a PAUSE-RESUME
feature that can be used to facilitate the requirements. The updated schedule must
also be accompanied by a listing of activities as with the baseline schedule. This
activities list must contain the alleged delay as an activity showing the duration and
the activities which are predecessors and successors to it. When computer
generated schedules are used, the Contractor must provide, in electronic media
format, the complete data files for the updated schedule that included the delay
activity, preferably either in Suretrak or in Microsoft Project. Each electronic media
must contain a label identifying the Project name, Contractor’s name, program
name and version number, data date and project finish date.
C.
Other Documents: In order to determine the amount of the alleged delay and if
it is compensable, the Contractor must provide all backup documentation relevant to
the issue and as required by the Engineer. This documentation must include copies
of such items as: purchase orders; delivery schedules; correspondence; memoranda
of telephone calls; force account daily worksheets (initialed by the Inspector);
payroll data; estimating (bid) worksheets; and any other materials which may be
requested by the Engineer.
D.
Procedure: Only after receipt of sufficient documentation will the Engineer analyze
each alleged delay and determine if it is supported or refuted. If supported, the
Engineer will determine if it is excusable or non-excusable, compensable or non-
compensable. If the Engineer determines that the delay did not affect the Project
Completion, the as-planned schedule, which has been updated to the date of the
alleged delay, must be revised to indicate this. If the Engineer determines the delay
App’d 1/7/22
APP-6 of 32
General Conditions
Appendix 1
did occur but was N/N, then no time extension will be granted. It is imperative that
an actualized schedule be submitted as soon as the occurrence of the alleged delay
is known. In no event will the Contractor submit an actualized updated schedule
later than 60 days after the occurrence of the alleged delay becomes known.
If the Engineer determines the delay did occur and was excusable but, due to a
reason listed in section I.B. is non-compensable, he/she will determine the length
of the E/N delay and prepare a Change Order to add that time to the Contract. The
Engineer’s decision will be final.
If the Engineer determines the delay was excusable and compensable, he/she will
determine the length of the E/C delay and proceed to review the Contractor’s
damage calculations in accordance with Section III. The Engineer will check the
Contractor’s calculations, review the backup documentation provided, and prepare a
Change Order to cover both the additional compensation and the time extension.
The Engineer’s decision on both the time extension and additional compensation for
the delay will be final.
If the issue involves a concurrent delay, the Engineer will analyze available data
to determine the portions which are E/C, E/N, and/or N/N as described above. The
Engineer will proceed to determine the length of E/C delay and verify the Contractor’s
delay damage calculations, if any are provided. Upon completion of this review, the
Engineer will prepare a Change Order for the Contractor’s review and signature.
The Engineer’s decision regarding excusable delay and additional compensation for
the delay is final.
The amount of time the Engineer will require to analyze the alleged delay(s) will
depend upon the Engineer’s workload, the complexity of the delay analysis,
availability of supporting data, extent of cooperation by the Contractor, and other
factors beyond the Engineer’s control. It is entirely possible other delay(s) may
occur while the Engineer is analyzing particular claim for delay(s). The Engineer’s
failure to respond to the Contractor in a set period of time will not be used as the
basis for a further delay claim or as justification for extending and existing delay
claim. The time required for delay analysis by the Engineer will not be counted
against the time allotted for processing Final Payment as required by (MAG Section
109.7(B)) or the release of retention and Final Payment as prescribed by A.R.S.
Arizona Revised Statutes §34-221.
III.
CALCULATING MONETARY DELAY DAMAGES:
Additional compensation for delay, when authorized by the Engineer, will be calculated in accordance
with MAG Section 109.5 ACTUAL COST WORK with the following exceptions:
A.
No additional compensation or other monetary damages will be awarded or paid for
any loss of anticipated profits by the Contractor, Subcontractors or Suppliers.
B.
No additional compensation or other monetary damages will be awarded for home
office overhead or non-project general conditions of the Contractor, Subcontractors
or Suppliers.
C.
Equipment:
App’d 1/7/22
APP-7 of 32
General Conditions
Appendix 1
1.
Contractor-owned equipment rate calculations must be computed in
accordance with Section 109.04(D)(3), Arizona Department of Transportation
“Standard Specifications for Road and Bridge Construction,” 2008 or latest
edition and as modified herein. Year and regional adjustment factors must
be based on the most recent publications of the Rental Rate Blue Book for
Construction
Equipment, published
by
the
Equipment
Guide-Book
Company, San Jose, CA, same as provided by ADOT and in print as of the
date of alleged delay. In no event will the compensation for Contractor-
owned equipment exceed the purchase price, including tax, paid by the
Contractor for the equipment. Compensation will not be allowed for small
tools or equipment that show a daily equipment rental rate of less than $5.00
per day or for unlisted equipment that has a value of less than for
hundred dollars ($400.00).
2.
For leased and rented equipment or equipment not otherwise listed in the
Blue Book, rental contracts, or other supporting data will be used to establish
the hourly rate. No hourly operating expense will be allowed for delay on
standby equipment. In no case will equipment be considered for rental which
exceeds the hourly rate for the first eight hours and the daily rate
divided by eight for all additional hours as compared with similar
equipment listed in the Blue Book. The hourly standby rate must be
computed as the lesser of:
a.
Dividing the monthly invoice or rental value by 176 hours
per month when the equipment is utilized by the Contractor
for more than three weeks;
b.
Dividing the monthly invoice or rental value by 40 hours per
week when the equipment is utilized by the Contractor for
more than three days.
In no event will compensation be paid for delay at more than
8 hours per day or 40 hours per week.
3.
Except for vehicles used by supervisory personnel, all equipment will be paid
at the “standby” rate during the delay period.
4.
Equipment brought solely to mitigate the delay (such as pumps, light plants,
etc.) may be paid in accordance with ADOT section 109.04(D) (3).
5.
The Blue Book regional adjustment will apply in determining rental rates.
D.
Material:
Allowable material charges may include, in addition to material incorporated in the
work material used to mitigate the delay such as barricades, plates, shoring, cold
mix, etc. Except in emergencies the Contractor will not employ such material
without the prior written approval of the Engineer.
E.
Labor:
1.
Except for Supervisory Personnel (Superintendent, Project Engineer, and
Foremen), labor wages will not be paid after the first one-half day of
App’d 1/7/22
APP-8 of 32
General Conditions
Appendix 1
claimed delay or impact. It is expected the Contractor will reassign or
layoff unneeded employees.
2.
For Foreman wages to be included, that Foreman must have been
actively employed on the project prior to the commencement of the delay
and be directly responsible for the activity being delayed.
3.
Labor burden must be actual amounts incurred but must not exceed the
ADOT approved rate.
F.
All costs (equipment, material, and labor) must be substantiated by the City of
Chandler’s Daily Work Reports.
IV.
DOCUMENT REQUIRED FOR CLAIM ANALYSIS:
For purposes of reviewing the Contractor’s request for additional compensation, it will be required
that the Contractor submit the following listed information. Information requested must be prepared
on forms which are substantially similar to the City of Chandler’s Daily Work Report form, a copy of
which is attached as an exhibit.
A.
Labor:
For each employee, laborer, and foreman, for which compensation is requested:
Name, classification, dates of work performed, daily hours worked, total hours worked,
labor rates, labor burden rates, overtime or premium time charges. Further, the
Contractor must make available for inspection and copying to the Engineer the
following listed documentation.
1.
Certified payroll reports for the period of work claimed.
2.
Accounting of Fringe Benefits – certified by a CPA.
3.
Contractor’s and Subcontractor’s daily field reports and daily diaries.
B.
Materials:
For all materials for which compensation is requested, if any, total quantities of
materials, prices, extensions and transportation costs must be provided on a daily
basis. Further, the Contractor must make available for inspection and copying to the
Engineer the following listed documentation.
1.
Invoices for all materials incorporated.
2.
Weigh tickets.
3.
Purchase orders.
4.
Delivery schedules.
5.
Quotes or proposals from manufacturers or supplier.
6.
Freight bills, Bills of Lading, or other documentation to show transportation
costs.
7.
Restocking charges-invoices from vendor.
C.
Equipment:
For all equipment, the Contractor must provide the Engineer with the designation,
dates and hours of usage, dates and hours of standby, if any, daily hours, total hours,
App’d 1/7/22
APP-9 of 32
General Conditions
Appendix 1
rental rates and extension for each unit of equipment and machinery. Rental
rates will be as established in Section III. Further, the Contractor must make
available for inspection and copying to the Engineer the following listed
documentation.
1.
Owned:
a.
Purchase contracts(s).
b.
Depreciation schedule(s).
c.
Invoices for fuel, lube, repairs and other operating costs.
2.
Leased:
a.
Lease agreement with hourly rate, overtime rate, double shift rate, etc.
b.
Invoices or other documentation showing hours worked on a daily
basis.
D.
Subcontractors/Owner-Operators:
In the event the Contractor submits a claim which includes requests for
compensation for Subcontractors of Owner-Operators, the same information
requested of the Contractor must be provided by the Subcontractor/Owner-
Operator. Further, the Contractor must make available for inspection and copying
to the Engineer the following listed documentation.
1.
Bid/Estimate work sheets and/or spreadsheets.
2.
Subcontract Agreements or Agreements with Owner-Operator.
3.
All invoices and billing statements received from the Subcontractor/Owner-
Operator which relates to the amount requested.
E.
Miscellaneous:
Further, the Contractor must make available for inspection and copying to the
Engineer the following listed documentation.
1.
Evidence of payment for bonds and insurance premiums (MAG 109.5.6).
2.
Taxes – unless the Contractor can show otherwise, taxes are reimbursable at
65% of the total cost (less bonds and insurance).
V.
TIME LIMIT ON SUBMISSIONS OF CLAIM FOR DELAY OR IMPACT DAMAGES:
No claims for delay or impact damages will be considered or allowed more than 45 days after the
event or occurrence which the Contractor claims gives rise to the delay or impact. In no event will
a claim for delay or impact damages be considered after submission by the Contractor of the Final
Payment Request.
App’d 1/7/22
APP-10 of 32
General Conditions
Appendix 2
COST REDUCTION INCENTIVE PROPOSALS
FOR DESIGN BID BUILD CONTRACTS
The Contractor may submit to the Engineer proposals for modifying the Plans, Specifications, or
other requirements of the Contract for the sole purpose of reducing the total cost of Project
construction. The proposals must not impair in any manner the essential functions or characteristics
of the project; including but not limited to service life, economy of operations, ease of maintenance,
desired appearance, compatibility with existing or planned equipment, standardization of
systems, or design and safety standards.
It must not be inferred from this Policy that the Engineer is required to consider any proposal
submitted.
Submissions that propose changes in the basic design of a bridge, propose changes in pipe line
size, materials, bedding conditions, pipe specifications; or that propose any change in pavement
design will not be considered.
Proposals submitted pursuant to this Policy will be identified as Cost Reduction Incentive Proposals.
They must be submitted in writing and, at a minimum, contain the following.
1.
Complete the attached or similar cost reduction incentive proposal form.
2.
A description of both the existing Contract Requirements for performing the work
and the proposed changes.
3.
All Engineering Drawings and computations necessary for the thorough and
expeditious evaluation.
4.
An itemization of the existing Contract Requirements that must be changed if the
Proposal is adopted and a recommendation as to the manner in which the change
should be made.
5.
A detailed estimate of the cost of performing the Work under the existing Contract
and under the proposed changes, including the cost of developing and
implementing the changes.
6.
The Contract items affected by the proposed changes and any variations in
quantities resulting from the changes.
7.
An objective estimate of any effects the proposal will have on collateral cost to the
City, costs of related items, and cost of maintenance and operation.
8.
A statement as to the effect that the Proposal will have on the time for the
completion of the Project.
9.
A statement as to the time by which a Change Order adopting the Proposal must
be executed or when the Engineer must have given verbal approval.
Proposals will be processed expeditiously; however, the City will not be liable for any delay in acting
upon any Proposal nor for any failure to accept any Proposal pursuant to this Special Provision.
App’d 1/7/22
APP-11 of 32
General Conditions
Appendix 2
The Engineer will be the sole judge of the acceptability of a Proposal and of the estimated net
savings in construction costs from the adoption of all or any part of the Proposal. The Contractor
will be notified in writing by the Engineer as to whether his/her Proposal has been accepted. The
decision by the Engineer is final.
When the City deems such action to be appropriate, it reserves the right to require the Contractor to
share equally in the cost to the City of investigating, evaluating, and processing the proposal as a
condition for the consideration of such Proposal. Such cost must be shared whether the Proposal is
accepted or rejected. When such a condition is imposed, the City will estimate these costs and the
Contractor must indicate his acceptance thereof in writing. Such acceptance will authorize the City
to deduct the Contractor’s share of the costs from any monies due or that may become due to the
Contractor under the Contract.
If the Contractor’s Proposal is accepted in whole or in part, the necessary Contract Modifications
and Contract Price Adjustments will be affected by the execution of a Change Order which will
specifically state that it is executed pursuant to this Special Provision.
The Contractor must continue to perform the work in accordance with the requirements of the
Contract until a Change Order incorporating the Proposal has been executed or until he/she has
been given verbal approval by the Engineer that his/her Proposal has been accepted. If the
Change Order has not been executed or he/she has not been given verbal approval on or before the
date specified on the attached cost reduction incentive proposal form or on or before such other date
as the Contractor may have subsequently specified in writing, the Proposal may be deemed to be
rejected.
The executed Change Order will incorporate the changes in the Plans, Specifications, or other
requirements of the Contract which are necessary to permit the Proposal, or such part of it which has
been accepted, to be put into effect, and will include any condition – upon which the City’s approval
thereof is based, if such approval is conditional. The executed Change Order may also extend
the time for the completion of the Contract if such an extension has been deemed to be
warranted by the Engineer as a result of his evaluation of the Proposal.
The executed Change Order will also establish the estimated net savings in the cost of performing
the Work attributable to the Proposal effectuated by the Change Order. In determining the net
savings, the right is reserved to the Engineer to disregard the Contract bid prices if, in his/her
judgment, such prices do not represent a fair measure of the value of the Work to be performed or
to be deleted. The net savings will be established by determining the Contractor’s cost of performing
the Work, taking into account his/her cost of developing the Proposal and implementing the
change, and reducing this amount by any ascertainable collateral costs to the City. The executed
Change Order may provide that the Contractor be paid 50 percent of the estimated net savings
amount.
The executed Change Order may also provide for the adjustment in Contract prices. Contract prices
may be adjusted by subtracting the City’s share of the accrued net savings.
The amount specified to be paid to the Contractor in the executed Change Order which effectuates a
Cost Reduction Proposal will constitute full compensation to the Contractor for the Cost Reduction
Proposal and the performance of the work thereof pursuant to the said Change Order.
Upon acceptance of a Cost Reduction Incentive Proposal, any restrictions imposed by the
App’d 1/7/22
APP-12 of 32
General Conditions
Appendix 2
Contractor on its use or on disclosure of the information will become void, and the City thereafter
will have the right to use all or any part of the Proposal without obligation or compensation of any
kind to the Contractor.
App’d 1/7/22
APP-13 of 32
General Conditions
Appendix 2
COST REDUCTION INCENTIVE PROPOSAL FORM
TO:
CIP City Engineer
FROM:
PROJECT NAME:
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS
CITY PROJECT NUMBER:
WW2111.401
DATE:
Summary of Change (Brief description of proposed change including advantages and disadvantages):
ESTIMATED COST SUMMARY (Attached detailed estimate):
A.
Original Cost:
$
B.
Proposed Cost:
$
C.
Construction Savings (A-B):
$
D.
Gross Savings (Included OH
%, Bond
%)
$
E.
Contractor Implementing
$_
F.
City Implementing Cost:
$_
Reduction in Contract Price (C+D-E-F) x 50%:
$
Date by which a Change Order must be issued so as to obtain maximum cost reduction:
App’d 1/7/22
APP-14 of 32
General Conditions
Appendix 3
CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CONTRACTOR'S AFFIDAVIT REGARDING SETTLEMENT OF CLAIMS
________________________, Arizona
Date ____________________________
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS
City Project No.: WW2111.401
To the City of Chandler, Arizona
Gentlemen:
This is to certify that all lawful claims for materials, rental of equipment and labor used in connection
with the construction of the above project, whether by subcontractor or claimant in person, have been
duly discharged.
The undersigned, for the total compensation of $________________________, as set out in the final pay
application, as full and complete payment under the terms of the contract, hereby waives and
relinquishes any and all further claims or right of lien under, in connection with, or as a result of the
above described project. The undersigned further agrees to indemnify and save harmless the City of
Chandler against any and all liens, claims or liens, suits, actions, damages, charges and expenses
whatsoever, which said City may suffer arising out of the failure of the undersigned to pay for all labor
performances and materials furnished for the performance of said installation.
Signed and dated at ________________, this _________ day of _______________ 20_____.
__________________________________
CONTRACTOR
By _______________________________
STATE OF ARIZONA
)
) SS
COUNTY OF MARICOPA
)
The foregoing instrument was subscribed and sworn to before me this __________ day of
__________________ 20 _________.
___________________________________
Notary Public
___________________________________
My Commission Expires
App’d 1/7/22
APP-15 of 32
General Conditions
Appendix 4
PERFORMANCE BOND
ARIZONA STATUTORY PERFORMANCE BOND
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Contract amount)
KNOW ALL MEN BY THESE PRESENTS THAT:___________________________________________________
(hereinafter "Principal"), and __________________________________________________________ (hereinafter "Surety"), a
corporation organized and existing under the laws of the State of ______________ with its principal office in the City
of _____________________________, holding a certificate of authority to transact surety business in Arizona issued by
the Director of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly bound unto
__________________________(hereinafter "Obligee") in the amount of __________________________________________
(Dollars) ($___________), for the payment whereof, Principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated
the ____________ day of _______________________, 20___ for construction of CHANDLER HEIGHTS ROAD UTILITY
RELOCATIONS, WW2111.401 which contract is hereby referred to and made a part hereof as fully and to the
same extent as if copies at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal faithfully performs
and fulfills all the undertakings, covenants, terms, conditions and agreements of the contract during the original
term of the contract and any extension of the contract, with or without notice of the Surety, and during the life of
any guaranty required under the contract, and also performs and fulfills all the undertakings, covenants, terms,
conditions, and agreements of all duly authorized modifications of the contract that may hereafter be made,
notice of which modifications to the Surety being hereby waived, the above obligation is void. Otherwise it
remains in full force and effect.
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2,
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions of
Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this
Contract.
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.
Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY
SEAL
___________________________________
AGENT ADDRESS
App’d 1/7/22
APP-16 of 32
General Conditions
Appendix 5
PAYMENT BOND
ARIZONA STATUTORY PAYMENT BOND
PURSUANT TO TITLES 28, 34, AND 41, OF THE ARIZONA REVISED STATUTES
(Penalty of this Bond must be 100% of the Contract amount)
KNOW ALL MEN BY THESE PRESENTS THAT:________________________________________________
(hereinafter "Principal"), as Principal, and _________________________________________(hereinafter "Surety"), a
corporation organized and existing under the laws of the State of __________________ with its principal office in the
City of __________________, holding a certificate of authority to transact surety business in Arizona issued by the
Director of the Department of Insurance pursuant to Title 20, Chapter 2, Article 1, as Surety, are held and firmly
bound
unto
________________________
(hereinafter
"Obligee")
in
the
amount
of
______________________________________________ (Dollars) ($___________), for the payment whereof, the Principal and
Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the _________ day of
_______________________, 20___ for construction of CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS,
WW2111.401 which contract is hereby referred to and made a part hereof as fully and to the same extent as if
copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly pays all
moneys due to all persons supplying labor or materials to the Principal or the Principal's subcontractors in the
prosecution of the work provided for in said contract, this obligation is void. Otherwise it remains in full force and
effect.
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2
Arizona Revised Statutes, and all liabilities on this bond will be determined in accordance with the provisions,
conditions and limitations of Title 34, Chapter 2, Article 2, Arizona Revised Statutes, to the same extent as if it were
copied at length in this Contract.
The prevailing party in a suit on this bond may recover as part of the judgment reasonable attorney fees
that may be fixed by a judge of the court.
Witness our hands this ________________ day of ____________________, 20__.
____________________________________
PRINCIPAL
SEAL
___________________________________
AGENT OF RECORD
By _________________________________
____________________________________
SURETY
SEAL
___________________________________
AGENT ADDRESS
App’d 1/7/22
APP-17 of 32
General Conditions
Appendix 6
DISPUTE RESOLUTION
A.
INFORMAL DISPUTE RESOLUTION
The parties to the Contract agree that time is of the essence in relation to
performance of the Contract and completion of the Project, therefore any and all
disputes in relation to the Contract will initially be referred to the Project Manager,
the Design Professional Representative and/or the Contractor Representative as
applicable to the dispute, for immediate resolution. If, after good faith efforts to
reach a resolution, none is reached, any party to the dispute may submit the
dispute to the Dispute Resolution Representative (“DRR”) process set forth below,
which is intended to be an expedited process.
B.
DISPUTE RESOLUTION REPRESENTATIVE (“DRR”) PROCESS
1.
The Parties under the Contract agree that all claims and disputes in relation to
the Project which are not resolved in the ordinary course of the Project
(“Claim” or “Claims”) will, as a prerequisite to any mediation, or litigation of
the Claim, first be submitted for resolution between the designated
Dispute Resolution Representatives of the Parties as set forth herein (the
“DRR Process”).
2.
The DRR Process will be initiated through service of a DRR Notice as set
forth below:
a.
For claims by the Contractor or the Design Professional, the DRR
Process will be initiated by the party asserting the claim serving
written notice on the City setting forth in detail: (i) the basis for the
claim; (ii) the effect of the Claim upon the construction of, and/or
Project Schedule for, the Project;
(iii) the specific relief requested, the amount thereof, and how such
was calculated; (iv) the parties involved in the Claim, and how
they are involved; (v) the specific contract provisions in the Contract
Documents (including, if applicable, drawings and specifications)
which apply; and (vi) efforts made to date to resolve the Claim.
b.
For claims by the City, the DRR process will be initiated by the
City providing written notice to the other parties of the basis and
amount of its claim, the parties involved in the Claim, and how they
are involved, the provisions in the Contract Documents that apply,
and the relief requested.
c.
The DRR Notice will be hand-delivered and e-mailed to the other
parties’ designated Dispute Resolution Representatives.
3.
The other parties will respond in writing to the DRR Notice (“DRR
Response”) within ten (10) calendar days of receipt of the DRR Notice, setting
forth those items set forth in the DRR Notice that they agree with, dispute,
and/or have questions concerning. The DRR Response will be hand-delivered
and e-mailed to the other parties’ Dispute Resolution Representatives.
App’d 1/7/22
APP-18 of 32
General Conditions
Appendix 6
4.
The designated Dispute Resolution Representatives for the Parties to the
claim will then meet as soon as possible and in any event within twenty (20)
calendar days of submission of the DRR Notice (regardless of whether a
DRR Response has been submitted by all parties involved in the dispute), at
a mutually agreed upon time and place, to attempt to resolve the Claim
based upon the DRR Notice and DRR Response.
5.
At any time after the first meeting required above, either party may
terminate the DRR Process by written notice to the other party.
6.
The parties may agree, in writing, to extend or modify the time limits or
other provisions of the DRR process in relation to a specific pending Claim.
7.
Unless otherwise designated in a written notice to the other parties, the City
and the representatives of the Contractor and of the Design Professional will
act as the parties’ designated Dispute Resolution Representatives.
8.
If a resolution of the Claim is reached, that resolution must be set forth in
writing and must be signed by the Parties’ designated Dispute Resolution
Representative. If the resolution involves a change in any Contract
Documents, the Contract Price, the Project Schedule, or any other change
requiring a written Change Order or Amendment, the parties must execute
an appropriate written Change Order or Amendment pursuant to the terms
of the Contract Documents.
C.
MEDIATION
1.
Unless extended by written agreement of the parties involved in the dispute,
any Claim not resolved through the DRR process set forth above within
five (5) calendar days after the meeting required under B (4) above, or after
the DRR is terminated pursuant to ¶ B (5) above, whichever is earlier, will be
submitted to mediation as a condition precedent to litigation by either party.
2.
The mediation will be commenced by written demand upon the other party
for mediation. If the parties cannot agree upon a mediator within ten (10)
calendar days of the written demand, either party may make a request to the
Civil Presiding Judge of the Maricopa County Superior Court to appoint a
mediator. The mediation will occur within forth (40) calendar days of the
written demand for mediation, unless the parties agree, in writing, to a
longer period of time.
3.
The qualifications for the mediator will be that he/she be: (a) an
experienced mediator, arbitrator or litigator of construction disputes; and (b)
having engaged a significant portion of his/her time involving and/or
resolving construction disputes for at least the past five (5) years.
4.
Each party will provide to the other party and the mediator all of the
information and documentation required under B(1) and (2) above, together
with any additional information and documentation which the party believes
relevant. In addition, the parties will exchange, and provide to the mediator
such additional memoranda, information and/or documentation, as the
App’d 1/7/22
APP-19 of 32
General Conditions
Appendix 6
mediator may request, and in the form and at such times, as the mediator
may direct.
5.
The parties will share the mediator’s fee and any filing fees equally. The
mediation will be held in Chandler, Arizona, unless another location is
mutually agreed upon. Agreements reached in mediation will be specifically
enforceable in any court having jurisdiction thereof.
D.
LITIGATION
Any claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those claims waived as provided for in the Contract
Documents, must be resolved through litigation in the Maricopa County, Arizona
Superior Court.
App’d 1/7/22
APP-20 of 32
General Conditions
Appendix 7
CITY OF CHANDLER, ARIZONA
PUBLIC WORKS & UTILITIES DEPARTMENT
CERTIFICATE OF COMPLETION
PROJECT NAME:
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS
CITY PROJECT NO.:
WW2111.401
If Federally Funded:
FEDERAL NO.:
ADOT NO:
(This section to be completed by Prime)
I HEREBY CERTIFY THAT ALL GOODS AND/OR SERVICES REQUIRED BY CITY OF CHANDLER FOR THIS
PROJECT HAVE BEEN DELIVERED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND BID
SPECIFICATIONS AND ALL ACTIVITIES REQUIRED BY THE CONTRACTOR UNDER THE CONTRACT HAVE
BEEN COMPLETED AS OF THE COMPLETION DATE LISTED HERE:
FINAL ACCEPTANCE DATE:
PRIME CONTRACTOR:
FIRM NAME:
PRINCIPAL:
TITLE:
SIGNATURE:
DATE:
CERTIFIED BY [INSERT NAME AND TITLE OF PARTY THAT OVERSEES CONSTRUCTION]:
FIRM NAME:
SIGNATURE:
DATE:
PROJECT ACCEPTED BY CITY OF CHANDLER:
NAME:
SIGNATURE:
DATE:
App’d 1/7/22
APP-21 of 32
General Conditions
Appendix 8
CONSTRUCTION SIGN DETAIL
8'
3"
CITY OF CHANDLER
5"
3"
PUTTING YOUR FUNDS TO WORK
5"
3"
PROJECT TITLE:
5"
4'
3"
PROJECT NUMBER:
3"
2"
PROJECT COST:
3"
2"
CONTRACTOR:
3"
2"
MANAGED BY:
PUBLIC WORKS & UTILITIES DEPARTMENT
3"
CAPITAL PROJECTS DIVISION
3"
<--- 4" X 4" POSTS --->
NOTES:
SIGN(S) MUST BE FURNISHED AND ERECTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. POSTS
MUST BE ANCHORED A MINIMUM OF TWO FEET INTO THE GROUND. BOTTOM OF SIGN MUST BE A
MINIMUM OF FOUR FEET ABOVE THE GROUND.
TYPICAL PROJECT IDENTIFICATION SIGN FOR GENERAL PROJECTS MUST BE NON-REFLECTORIZED
GREEN BACKGROUND, AND NON-REFLECTORIZED WHITE LETTERS AND NUMERALS.
ONE SIGN MUST BE ERECTED FOR BUILDINGS AND OTHER LIMITED AREA SINGLE SITES. FOR MULTIPLE
SITES, ONE SIGN MUST BE ERECTED AT EACH SITE.
FOR LINEAR PROJECTS ONE HALF MILE OR LONGER, PLACE ONE SIGN AT EACH END OF THE PROJECT.
App’d 1/7/22
APP-22 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
COST OF THE WORK
(APPLICABLE SOLELY TO CONSTRUCTION MANAGER AT RISK AND JOB ORDER CONTRACTING)
SECTION 1 – COSTS TO BE REIMBURSED
1.1 Cost of the Work
The term Cost of the Work will mean costs necessarily incurred by Contractor in the proper
performance of the Work. Such costs must be at rates not higher than the standard paid at the place
of the Project except with prior consent of City. The Cost of the Work will include only the items set
forth in this Section 1.
1.2 Labor Costs
1.2.1
Wages of construction workers directly employed by the Contractor to perform the
construction of the Work at the site or, with City’s approval, at off-site workshops. Cost to
be reimbursed will be the actual wages paid to the individuals performing the work.
1.2.2
Wages or salaries of the Contractor’s supervisory and administrative personnel when
stationed at the site with City’s approval. No Contractor personnel stationed at the
Contractor’s home or branch offices will be charged to the Cost of the Work. Non-field
office based Contractor management and support personnel are expected to provide
service and advice from time to time throughout the job and his/her time devoted to
Project matters is considered to be covered by the Contractor’s Fee.
1.2.3
Wages and salaries of Contractor’s supervisory or administrative personnel who would
normally be stationed at the field office in accordance with Section 1.2.2 but who become
engaged, at factories,
workshops or on the road, in expediting the production or
transportation of materials or equipment required for the Work, but only for that portion
of his/her time required for the Work. Employee bonuses and/or costs associated with
Employee Stock Ownership Plans (“ESOP”) will not be considered reimbursable labor or
labor burden costs and will be considered non-reimbursable costs considered to be covered
by the Contractor’s Fee.
1.2.4
Costs paid or incurred by Contractor for taxes, insurance, contributions, assessments and
benefits required by law or collective bargaining agreements and, for personnel not
covered by such agreements, customary benefits such as sick leave, medical and health
benefits, holiday, vacations and pensions, provided such costs are based on wages and
salaries included in the Cost of the Work under Subparagraphs 1.2.1 through 1.2.3.
1.2.4.1 Cost of the Work will include the actual net cost to Contractor for worker’s
compensation insurance attributable to the wages chargeable to the Cost of Work per this
Agreement. The actual net cost of worker’s compensation must take into consideration
all cost adjustments due to experience modifiers, premium discounts, policy dividends,
retrospective rating plan premium
adjustments, assigned risk pool rebates, any
applicable weekly maximums, etc. Contractor may charge an estimated amount for
worker’s compensation insurance costs, but will make appropriate cost adjustments to
actual costs within 45 days of receipt of actual cost adjustments from the insurance
carrier.
App’d 1/7/22
APP-23 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
1.2.4.3 Overtime wages paid to salaried personnel (if approved in advance in writing by City)
will be reimbursed at the actual rate of overtime pay paid to the individual. No time
charges for overtime hours worked on the Project will be allowed if the individual is not paid
for the overtime worked.
1.2.4.4 Any overtime premium or shift differential expense to be incurred by Contractor for hourly
workers will require City’s advance written approval before the incremental cost of the
overtime premium or shift differential will be considered a reimbursable cost. If the
Contractor is required to work overtime as a result of an inexcusable delay or other
coordination problems caused by the Contractor or anyone he/she is responsible for,
the overtime premium and/or shift differential expense portion of the payroll expense
and related labor burden costs will be considered as cost not to be reimbursed.
1.2.4.5 Reimbursable labor burden costs will be limited to payroll taxes, worker’s compensation
insurance, the employer’s portion of union benefit costs for union employees working on the
Project, and the actual verifiable fringe benefit costs incurred by Contractor for non-union
individuals working on the Project subject to the following maximum percentages for the
following reimbursable non-union fringe benefit costs. The following maximums (as a
percentage of reimbursable actual wages by individual) will apply for each of the following
types of fringe benefit costs specifically attributable to each of the non-union personnel
working on the Project:
•
Medical Insurance, Dental, Life & AD&D Insurance:
12.00%
•
Holiday, vacation and other paid time not worked:
10.00%
•
Pension Plan Contributions to Vested Employee Account,
Simplified Employee Pension Plans, or 401K matching plans
(Note: ESOP related costs are covered by the Contractor Fee)
10.00%
For non-union personnel, no other fringe benefit costs (other than the three specific
categories listed immediately above, will be considered reimbursable Cost of Work. Any
labor burden costs that are in excess of the amounts considered reimbursable or are
otherwise not considered reimbursable under the terms of this agreement are intended to
be covered by the Contractor Fee.
1.3
Subcontract Costs
1.3.1
Payments made by Contractor to Subcontractors in accordance with the requirements of
the subcontracts.
1.3.2
For Scope of Work Bid Packages typically performed by Subcontractors, Contractor may
“self- perform” such work on an actual cost basis subject to an agreed upon Guaranteed
Maximum Price for the “self-performed work”. The Contractor must, unless agreed to by City
in writing, bid his/her proposed guaranteed Maximum Price for the work to be “self-
performed” against at least three other interested trade Contractors. All savings under
any such Subcontract for “self-performed work” must be applied to reduce the Cost of Work
under the Contract and the Guaranteed Maximum Price. For purposes of defining “self-
performed work” subject to this provision, any division of Contractor, or any separate
Contractor or Subcontractor that is partially owned or wholly owned by the Contractor or
any of his/her employees or employee’s relatives will be considered a related party entity
App’d 1/7/22
APP-24 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
and will be subject to this provision regarding “self-performed work”. No self-performed work
will be allowed to be performed on a Fixed Price basis.
1.3.3
Contractor (with respect to its Suppliers, Subcontractors and all lower tier Subcontractors)
must provide City advance written notice and must obtain City’s approval for any proposed
Subcontract Change Order, Material Purchase Order, or other financial commitment in an
amount in excess of $5,000 prior to placing such order or entering into such agreement
(regardless of whether or not any such commitment will affect the prime contract
Guaranteed Maximum Cost). It is agreed that sums applicable to any Subcontract Change
Order, Purchase Order or other financial commitment entered into in violation of the above
notice and approval requirement will not be included in the amounts owning to Contractor,
Subcontractors or Suppliers whether as Costs of the Work or as reasonable termination
costs in the event of termination.
1.4
Costs of Material and Equipment Incorporated in the Completed Construction
1.4.1
Costs, including transportation and storage, of materials and equipment incorporated or
to be incorporated in the completed construction.
1.4.2
Costs of materials described in the preceding Subparagraph 1.4.1 in excess of those
actually installed to allow for reasonable waste and spoilage. Unused excess materials, in
any, will become City’s property at the completion of the Work or, at City’s option, may be
sold by the Contractor. Any amounts realized from such sales must be credited to City as a
deduction from the Cost of Work.
1.4.3
Proceeds from the sale of recyclable materials, scrap, waste, etc. will be credited to job cost.
1.5
Costs of Other materials and Equipment, Temporary Facilities and Related Items
1.5.1
Costs, including transportation and storage, installation, maintenance, dismantling and
removal of materials, supplies, temporary facilities, machinery, equipment and hand tools
not customarily owned by construction workers, that are provided by the Contractor at the
site and fully consumed in the performance of the Work; and cost (less salvage value) of such
items if not fully consumed, whether sold to others or retained by Contractor. Cost for
items previously used by Contractor will mean fair market value.
1.5.2
Rental charges for temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers that are provided by Contractor at the site,
whether rented from Contractor or others, and costs of transportation, installation, minor
repairs and replacements,
dismantling and removal thereof. Rates and quantities of
equipment rented will be subject to City’s prior written approval.
1.5.2.1 The Projected usage for each piece of equipment to be rented for use on the Project and
the estimated total rentals must be considered by Contractor before the piece of
equipment is rented so that an appropriate rent versus buy decision can be made.
Purchased equipment must be considered “job owned”. At the completion of the Project,
Contractor must transfer title and possession of all remaining job-owned equipment to
City, or Contractor may keep any such equipment for an appropriate fair market value
credit to job cost, which will be mutually agreed to by City and Contractor.
App’d 1/7/22
APP-25 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
1.5.2.2 Each piece of equipment to be rented must have hourly, daily, weekly and monthly rates
and the most economical rate available will be reimbursed based on the circumstances of
actual need and usage of the piece of equipment while it is stationed at the jobsite.
When the piece of equipment is no longer needed for the work, no rental charges will be
reimbursed if the piece of equipment remains at the jobsite for the convenience of
Contractor.
1.5.2.3 Equipment Rental Rates
1.5.2.3.1 Compensation for equipment used on the Project will be paid in accordance with the
Equipment Plan submitted by Contractor in the accepted GMP Proposal and no payments
will be made in excess of the rates set forth in the Equipment Plan, or actual
documented costs, whichever is less.
1.5.2.3.2 All equipment rental rates and costs are subject to City’s right to audit when submitted as
part of Equipment Plan and/or at any time during the Project.
1.5.2.4 The aggregate rentals chargeable for each piece of Contractor owned tools or equipment
must not exceed 50% of the fair market value of such equipment at the time of its
commitment to the Work. The original purchase price and date of purchase of the equipment
will be documented with a copy of the purchase invoice for the piece of equipment. Such
aggregate limitations will apply and no further rentals will be charged even if a piece of
equipment is taken off the job and is later replaced by a similar piece of equipment. For
purposes of computing the aggregate rentals applicable to aggregate rental limitations,
rental charges for similar pieces of equipment will be combined if the pieces of equipment
were not used at the same time.
1.5.2.5 Fair market value for used material and equipment as referred to in the Contract Documents
will mean the estimated price a reasonable purchaser would pay to purchase the used
material or equipment at the time it was initially needed for the job. Note: This is usually
lower than the price a reasonable purchaser would pay for similar new construction material
or construction equipment.
1.5.2.6 All losses resulting from lost, damaged or stolen tools and equipment will be the sole
responsibility of Contractor, and not City, and the cost of such losses will not be
reimbursable under the Contract.
1.5.2.7 Contractor will be required to maintain a detailed equipment inventory of all job-owned
equipment (either purchased and charged to job cost or job-owned through aggregate
rentals) and such inventory must be submitted to City each month. For each piece of
equipment, such inventory should contain at a minimum (1) original purchase price or
acquisition cost (2) acquisition date (3) approved Fair Market Value at the time the piece of
equipment was first used on the job and (4) final disposition.
1.5.2.8 All costs incurred for minor maintenance and repairs will be reimbursed at actual cost. Such
costs include routine and preventative maintenance, minor repairs and other incidental
costs. Repairs and/or replacement of a capital nature are considered to be covered by the
rental rates. Major repairs and overhauls are not considered routine and ordinary;
consequently such costs are not reimbursable and are intended to be covered by the rental
App’d 1/7/22
APP-26 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
rates.
1.5.3
Costs of removal of debris from the Site.
1.5.4
Costs of document reproductions, facsimile transmissions and long-distance telephone
calls, postage and parcel delivery charges, telephone service at the site and reasonable
petty cash expenses of the site office.
1.5.5
That portion of the reasonable expenses of Contractor’s personnel incurred while
traveling in discharge of duties connected with the Work.
1.5.5.1 No travel expenses will be reimbursed to Contractor’s representatives unless Project related
travel required them to travel to a destination more than 100 miles from the Project
location. Any travel involving airfare will require advance written approval by an authorized
City’s representative.
1.5.6
Costs of materials and equipment suitably stored off the site at a mutually acceptable
location, if approved in advance by the City.
1.5.7
Reproduction costs will be the actual costs of reproduction subject to a maximum of five
cents ($.05) per square foot for prints and a maximum of five cents ($.05) per 8 ½ by 11-
inch page for offset print or photo copied contract documents, specifications, etc.
Telephone costs will be the actual costs paid to the third party telephone company for the
field office telephone.
1.6
Miscellaneous Costs
1.6.1
That portion of insurance and bond premiums that can be directly attributed to the Contract.
The City will reimburse Contractor for contractually required bond at time of first pay
application for GMP and Cost-Based contracts upon receipt of proof of payment from
the Contractor. If the Contractor completes Work for less than the Contract Price,
Contractor must credit the City a pro- rated amount for the unused portion of the bond
payment
1.6.1.1 Contractor’s actual cost for insurance will be considered to be included within the Maximum
limit for General Conditions Costs. All premiums for any insurance and bonds required for
the Project must reflect the net actual costs to Contractor after taking into consideration cost
adjustments due
to experience modifiers, premium
discounts, policy dividends,
retrospective rating plan premium adjustments, assigned risk pool rebates, refunds, etc.
1.6.1.2 The amount to be reimbursed to Contractor for all contractually required insurance will be
actual costs not to exceed a total of 2% of the Contract Value, unless Contractor
establishes to City’s satisfaction that the actual cost is higher and City agrees to such actual
higher cost in writing. If Contractor’s cost of contractually required insurance is greater
than the amount agreed to be reimbursed per this Contract Provision, the difference will
be considered to be covered by the Contractor’s Fee. The City will reimburse Contractor
for contractually required insurance on a monthly basis for GMP and Cost-Based
contracts. If Contractor can demonstrate substantial savings by paying for all insurance in
advance, the City may agree to reimburse all insurance costs at time of first pay application
App’d 1/7/22
APP-27 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
for GMP and Cost-Based contracts with proof of payment from Contractor.
1.6.2
Sales, use or similar taxes imposed by a governmental authority that are related to the Work.
1.6.3
Fees and assessments for the building permit and for other permits, licenses and
inspections for which Contractor is required by the Contract Documents to pay.
1.6.4
Fees of laboratories for tests required by the Contract Documents, except those related to
defective or nonconforming Work and which do not fall within the scope of ¶ 1.7.3 below.
1.6.5
Royalties and license fees paid for the use of a particular design, process or product
required by
the Contract Documents; the cost of defending suites or claims for
infringement of patent rights arising from such requirement of the Contract Documents; and
payments made in accordance with legal judgments against Contractor resulting from such
suites or claims and payments of settlements made with City’s consent. However, such
costs of legal defenses, judgments and settlements must not be included in the calculation
of the Contractor’s Fee or subject to the Guaranteed Maximum Price.
1.6.6
Data processing costs related to the Work. However, any such data processing costs will be
limited to the cost of personal computer hardware used at the field office in the
normal day to day administration, management and control of the Project. The
aggregate charges for any such hardware must not exceed the Fair Market Value of the
hardware at the time it was brought to the field office. If the total charges for any particular
piece of hardware reach an amount equal to the Fair Market Value, that particular piece of
hardware must be turned over to City whenever it is no longer needed for the Project. If
Contractor elects to keep the particular piece of hardware, the job costs must be credited
with a mutually agreeable amount which will represent the Fair Market Value of the
particular piece of hardware at the time it was no longer needed for the job. Software or
other costs associated with the use of computer programs will not be considered to be a
reimbursable cost and will be considered to be covered by the Contractor’s Fee.
1.6.7
Deposits lost for causes other than Contractor’s negligence or failure to fulfill a specific
responsibility to City as set forth in the Contract Documents.
1.6.8
Legal, mediation and arbitration costs, including attorneys’ fees, other than those arising
from disputes between City and Contractor, reasonably incurred by Contractor in the
performance of the Work and with City’s prior written approval; which approval will not be
unreasonably withheld.
1.6.9
Expenses incurred in accordance with Contractor’s standard personnel policy for relocation
and temporary living allowances of personnel required for the Work, if pre-approved by City
in writing. If City authorizes the reimbursement of relocation costs, the reimbursable
relocation expenses will be limited to a maximum of $50,000 per person. Any relocation
cost incurred by Contractor in excess of the amount reimbursed by City will be considered to
be covered by the Contractor’s Fee.
1.7
Other Costs and Emergencies
1.7.1
Other costs incurred in the performance of the Work if and to the extent approved in
App’d 1/7/22
APP-28 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
advance in writing by City.
1.7.2
Costs due to emergencies incurred in taking action to prevent threatened damage, injury or
loss in case of an emergency affecting the safety of persons and property.
1.7.3
Costs of repairing or correcting damaged or nonconforming Work executed by Contractor,
Subcontractors or Suppliers, provided that such damaged or nonconforming Work was not
caused by negligence or failure to fulfill a specific responsibility of Contractor and only to the
extent that the cost of repair or correction is not recoverable by Contractor from
insurance, sureties, Subcontractors or Suppliers.
1.8
Related Party Transactions
1.8.1
The term “related party” will mean a parent, subsidiary, affiliate or other entity having
common ownership or management with Contractor; any entity in which any stockholder in,
or management employee of, Contractor owns any interest in excess of ten percent in the
aggregate; or any person or entity which has the right to control the business or affairs of
Contractor. The term “related party” includes any member of the immediate family of any
person identified above.
1.8.2
If any of the costs to be reimbursed arise from a transaction between Contractor and a
related party, Contractor must notify City in writing of the specific nature of the
contemplated transaction, including the identity of the related party and the anticipated
cost to be incurred, before any such transaction is consummated or cost incurred. If City,
after such notification, authorizes in writing
the proposed transaction, then the cost
incurred will be included as a cost to be reimbursed, and Contractor must procure the Work,
equipment, goods or service from the related party, as a Subcontractor. If City fails to
authorize the transaction, Contractor must procure the Work, equipment, goods or
service from some person or entity other than a related party.
SECTION 2 – COSTS NOT TO BE REIMBURSED
2.1
The Cost of Work must not include:
2.1.1
Salaries and other compensation of Contractor’s personnel stationed at Contractor’s principal
office or offices other than the site office, except as specifically provided in Subparagraphs
1.2.2 and 1.2.3.
2.1.2
Expenses of Contractors’ principal office and offices other than the site office.
2.1.3
Overhead and general expenses, except as may be expressly included in Section 1.
2.1.3.1 Costs of Contractor’s home office computer services or other outside computer processing
services will be considered overhead and general expense. Accordingly, Contractor should
not plan to perform any such computer related services or alternatives at the field office
when such services or functions can be performed at Contractor’s home or branch offices,
or other outside service locations.
2.1.4
Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work.
App’d 1/7/22
APP-29 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
2.1.5
Rental costs of machinery and equipment, except as specifically provided in subparagraph
1.5.2.
2.1.6
Except as provided in Subparagraph 1.7.3 of the Agreement, costs due to the negligence or
failure to fulfill a specific responsibility of Contractor, Subcontractors and Suppliers or
anyone directly or indirectly employed by any of them or for whose acts of them may be
liable.
2.1.7
Any cost not specifically and expressly described in Section 1.
2.1.8
Costs, other than costs included in Change Orders approved by City that would cause the
GMP to be exceeded.
SECTION 3 – DISCOUNTS, REBATES, REFUNDS AND SAVINGS
3.1
Cash discounts obtained on payments made by Contractor will accrue to City if (1) before
making the payment, Contractor included them in an Application for Payment and
received payment therefore from City, or (2) City has deposited funds with Contractor with
which to make payments; otherwise, cash discounts will accrue to Contractor. Trade
discounts, rebates, refunds and amounts received from sales or surplus materials and
equipment will accrue to City, and Contractor must make provisions so that they can be
secured.
3.1.1
Cost of the Work will be credited with all insurance policy discounts, performance and
payment bond rebates or refunds, refunds or return premiums from any Subcontractor
default insurance, refunds or rebates from any Contractor controlled insurance programs
applicable to the Project, merchandise rebates of any nature, refunds of any nature,
insurance dividends; and a portion of any volume rebates or free material credits earned
with purchase of material or other goods and services charged to the job.
3.1.2
“Cash” discounts which may accrue to Contractor will be limited to a maximum of 1.5% of
invoice cost. Any portion of “Cash” discounts greater than 1.5% will automatically accrue
to City if Contractor is eligible to take advantage of the discounts.
3.2
Amounts that accrue to City in accordance with the provisions of Paragraph 3.1 will be
credited to City as a deduction from the Cost of the Work.
3.3
Any and all savings on the GMP, or any separately guaranteed items comprising the GMP,
will belong to City, subject to any express right in the Contract for Contractor to share in
savings. Savings are subject to City’s right to audit, and may be audited separately.
SECTION 4 – GENERAL CONDITIONS COSTS
4.1
General Conditions Costs may include, but are not limited to, the following types of costs
incurred by Contractor during construction of the Work to the extent they are reimbursable
Costs of the Work as delineated above: payroll costs for Work conducted at the site, payroll
costs for the superintendent and full-time general foremen, payroll costs for management
App’d 1/7/22
APP-30 of 32
General Conditions
Appendix 9 – CM@Risk & JOC
personnel resident and working on the site workers not included as direct labor costs
engaged in support (e.g. loading/unloading, clean-up, etc.), administrative office personnel,
costs of offices and temporary facilities including office materials, office supplies, office
equipment, minor expenses, utilities, fuel, sanitary facilities and telephone services at the
site, costs of liability insurance premiums not included in labor burdens for direct labor
costs, costs of bond premiums, costs of consultants not in the direct employ of Contractor
or Subcontractors, fees for permits and licenses.
4.2
General Conditions Costs may be paid on a percentage of the Contract Price or on a
lump/stipulate sum basis as set forth in the Contract. All costs included in the General
Conditions Costs will not be separately invoiced to or paid by City.
4.3
The total amount of General Conditions Costs for the Work may be divided by the number of
days allowed for performance of the Work, to determine a fixed daily rate for General
Conditions Costs that may be used in computing the General Conditions Costs allocated to
any period of time, or for any adjustments in the General Conditions Costs agreed to in
writing by City.
App’d 1/7/22
APP-31 of 32
General Conditions
Appendix 10
LANDSCAPE ESTABLISHMENT PERIOD
Section 1 – Description and General
Contractor is in direct control of work performed under the Landscape Establishment Period. If work
is subcontracted, a representative of the Contractor will be present at the site of the work for all
hours that the subcontractor works. Subcontracting of Landscape Establishment work will be
permitted for weed eradication with herbicides, because of special licensing. A licensed temporary
service may be used to supply labor to Contractor if Contractor has received approval from City
Representatives. Contractor will submit the required subcontract documentation.
Contractor must provide adequate personnel to accomplish the required maintenance of the plant
materials at intervals acceptable to City Representatives.
If not healthy at the end of the maintenance period, the maintenance must be continued until the
plant material is approved by City.
1.1 Time and Schedule
Unless otherwise expressly agreed to in writing by City, the Landscape Establishment Period will be
per General Conditions Section 6.5.4.
1.2 Planted Stock and Seeding Establishment
1.2.1
Tree planting and staking must be per City of Chandler Standard Detail C-801.
1.2.2
All trees will stand erect on their own without stakes when brought to this site. If the tree
cannot stand on its own when nursery stakes are removed, the tree will be removed and
replaced.
1.3 Pre-Emergent Herbicide and Weed Control
1.3.1
Contractor will provide three applications of an approved pre-emergent herbicide on all
unpaved areas of the project, as directed by City Representatives, to control weed growth in
all areas of the project. The number of applications may be increased as directed by the City
Representative, and at no additional cost to City, if the City Representative deems additional
applications are required to control weed growth.
1.3.2
Application sequence will be approved in advance by City. The first application of pre-
emergent will be completed prior to the application of Decomposed Granite and will be
included with the cost of the Decomposed Granite as specified and part of the Construction
Phase portion of work. The second application of pre-emergent will be completed after
installation of the Decomposed Granit and no later than half-way through the Landscape
Establishment Period. The third and final application of pre-emergent will be applied 15
days prior to completion of the Landscape Establishment portion of the project. The second
and third pre-emergent applications will be included with the cost of Landscape
Establishment. Watering will be completed in accordance with the manufacturer’s
recommendations, as included and as related to each application.
1.3.3
The pre-emergent herbicide will be applied in accordance with the Technical Specifications
and the recommendations of the pre-emergent herbicide manufacturer, as approved by
City Representatives.
App’d 1/7/22
APP-32 of 32
General Conditions
Appendix 10
1.3.4
The control of weeds will be accomplished by the use of herbicides. Manual removal of
weeds will be required, after herbicides have taken affect.
1.3.5
Contractor is responsible for the removal and disposal of all trash and debris that during
the Landscape Establishment Period. Contractor will keep the project in a neat and orderly
manner during the duration of the Landscape Establishment Period.
1.4 Water
The water used during Landscape Establishment to properly maintain the plant material will be
furnished by City, at designated sources from within the project limits, at no charge to Contractor.
Contractor will be responsible for all equipment, materials and labor necessary to load, transport and
unload water for watering purposes.
1.5 Plant Material Replacements
The plant material replacement will be considered as included in the work for Landscape
Establishment, and will be made at no charge to the City.
1.5.1
Shrub and Plant Replacement - During the second half of the Landscaping Establishment
period, Contractor will provide, where required, plant replacements as follows:
Original Size
Replacement Size
1 gallon
5 gallon
5 gallon
15 gallon
15 gallon
24-inch box
36-inch box
48-inch box
1.5.2
Tree Replacement – During the second half of the Landscape Establishment Period,
Contractor will provide plant material replacements for existing plants that die as follows:
Existing Plant Material Sizes
Replacement Size
Trees:
2-inch Caliper
24-inch box
4-inch Caliper
36-inch box
6-inch Caliper and greater
54-inch box
Shrubs:
All Existing Shrubs
15 gallon
1.6 Measurement and Payment
See Technical Specifications for Measurement Payment provisions.
EXHIBIT C
City of Chandler Construction Manager at Risk Construction Services
TS-1
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
TECHNICAL SPECIFICATIONS
CITY OF CHANDLER
PUBLIC WORKS AND UTILITIES DEPARTMENT
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS
CHAARRAL WAY: DOBSON ROAD TO LAKE DRIVE
PROJECT NO. WW2111.401
AGENCY REVIEW SET
TECHNICAL SPECIFICATIONS
DECEMBER 2021
MAYOR
KEVIN HARTKE
CITY COUNCIL
Council Member Christine Ellis
Council Member OD Harris
Council Member Matt Orlando
Council Member Rene Lopez
Council Member Terry Roe
CITY MANAGER
JOSHUA WRIGHT
PUBLIC WORKS & UTILTIES DIRECTOR
JOHN KNUDSON, PE
December 2021
City of Chandler
21-047
TOC-2
Chandler Heights Road Utility Relocations
DIVISION 11 EQUIPMENT
11295
HYDRAULIC VALVES
DIVISION 15 MECHANICAL
15050
PIPING SYSTEMS
15051
BURIED PIPING INSTALLATION
15061
DUCTILE IRON PIPE
15064
COPPER PIPE
15067
VCP PIPE
15120
PIPING SPECIALTIES AND ACCESSORIES
END OF
TABLE OF CONTENTS
December 2021
City of Chandler
21-047
01010-1
Chandler Heights Road Utility Relocations
SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. The work covered under this Contract will be performed within the City of
Chandler in the following general locations:
1.
Chaparral Way – Lake Drive to Dobson Road
1.2 DESCRIPTION OF OWNER'S PROJECT
A. The overall scope project will consist of the following installation:
1.
Relocation of approximately 72 linear feet of 8-inch potable water line
2.
Relocation of approximately 72 linear feet of 12-inch potable water line
3.
Relocation of approximately 125 linear feet of 16-inch potable water line
4.
Relocation of approximately 70 linear feet of 15-inch sanitary sewer
5.
Addition of a new sanitary sewer manhole.
6.
Complete all testing and disinfection on new and relocated waterlines prior to
connecting to existing water distribution system. Contractor to coordinate and
plan construction activities with existing operational needs of the City.
7.
Complete all testing on new sewer lines prior to connecting to existing sewer
system. Contractor to coordinate and plan construction activities with
existing operational needs of the City.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
December 2021
City of Chandler
21-047
01050-1
Chandler Heights Road Utility Relocations
SECTION 01050
FIELD ENGINEERING/SURVEYING
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR shall hire a surveyor licensed in the State of Arizona to
perform all surveying responsibilities. It is also the CONTRACTOR'S
responsibility to notify the ENGINEER, in writing, of any discrepancy found
between the topographic survey provided and the baseline conditions provided in
the Contract Documents within 14 days of the Notice to Proceed. The
CONTRACTOR further takes the responsibility to correct any discrepancies not
reported to the ENGINEER within the specified construction schedule as part of
the finished grading required as part of this Project at no cost to the OWNER.
B. The CONTRACTOR shall provide competent, qualified personnel and materials
required to perform all construction layout staking and re-staking (as necessary) of
the Work and will protect and preserve the established reference points and will
make no change or relocations without the prior written approval of the OWNER.
C. The CONTRACTOR will report to the OWNER whenever any reference point is
lost or destroyed or requires relocation because of necessary changes in grades or
locations. The CONTRACTOR will replace and accurately relocate all reference
points so lost, destroyed, or moved at no additional cost to the OWNER.
D. Field surveying shall include GIS location and data of all new construction as
required by the City of Chandler. The CONTRACTOR shall provide the GIS
location and data at each application of payment to verify content. If data is
missing or does not meet City of Chandler requirements, portions of the new
construction shall be exposed to obtain the data at no additional cost to the
OWNER. The City of Chandler requirements are identified below:
1.
Contractor shall provide survey grade GPS / GIS data, meeting the following
requirements for all facilities to be owned and/or operated by the City of
Chandler.
a.
ESRI File Geodatabase format:
1) All GPS point data, along with corresponding GIS Attribute data,
must be submitted in ESRI File Geodatabase format.
2) The City of Chandler will provide a copy of the File Geodatabase in
ESRI ArcGIS format, upon submitting a data request form attached
herewith.
Please
submit
the
data
request
form
to
Kristy.Noelson@Chandleraz.gov
b.
Data dictionary and Attribute data:
December 2021
City of Chandler
21-047
01050-2
Chandler Heights Road Utility Relocations
1) Attribute data should be provided for each of the GPS’d Utility
Feature listed in section ‘d’ below. All Attribute data should
conform to the ESRI File Geodatabase format, provided by the City.
A copy of the data dictionary will be made available to the
CONTRACTOR.
c.
Coordinate System:
1) Horizontal Datum: Arizona State Plane Coordinates, Central
Zone NAD83 (HARN) Vertical Datum: NAVD88
d.
Point Data for GPS:
1) Water System Features:
a)
Water main location (top of pipe), size and material (one (1)
coordinate provided every 100 feet minimum) and at fittings.
b) Water fitting location (top of feature), size, material and type
including: Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross,
Coupling, End Cap, Line Stop, Reducer, Saddle, Other.
c)
Water valve location (center of valve box cover), size and type.
d) Fire hydrant location (top of hydrant), manufacturer and year.
e)
Water service line location (at connection to main, any bends,
and termination at meter box or meter vault or at the edge of
easement or ROW), size and material.
f)
Water blow-off and air release valve location (center of cover),
size, type and manufacturer.
g) Water manhole or vault location (center of cover), size and
type.
2) Waste Water System features:
a)
Sewer manhole and cleanout location (center of cover), size,
material, and cover type.
b) Sewer gravity main location (invert of pipe), size, material and
flow direction (from) at all manholes, cleanouts and structures.
c)
Sewer service line location, size and material (at connection to
main, and termination at cleanout, or stub out at edge of the
easement or ROW).
d) Sewer force main location (top of pipe), size, and material (one
(1) coordinate provided every 100 feet minimum) and at
fittings.
e)
Sewer force main (and gravity) fitting location (top of feature),
size, material and type including: Bend (22.5, 45, or 90), Tee,
Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer,
Saddle, Wye, Other
f)
Sewer force main valve location (center of valve box cover),
size and type.
g) Sewer force main air release valve location (center of
cover), size, type and manufacturer.
h) Sewer force main manhole or vault location (center of cover),
size and material.
December 2021
City of Chandler
21-047
01050-3
Chandler Heights Road Utility Relocations
i)
Sewer structure (center of structure), type (diversion, junction
box)
3) Standard GPS Metadata on all points collected: Date, Time,
Height,
Horiz_Precision,
Vert_Precision, Northing,
Easting,
Surveyor, Datafile, and Comments
2.
Refer to the included information, following this specification, from the City
of Chandler. Contractor shall meet all requirements.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
DATA DICTIONARY:
WATER
FeatureClassName
FITTING_PNT
DatasetType
FeatureClass
FieldName
FEATUREOWNER
Type
String
Length
20
AliasName
FEATUREOWNER
DomainName
WS_FEATUREOWNER
DefaultValue
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WS_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WS_SPATIALSOURCE_STD
GPS
MATERIAL
String
20
MATERIAL
WS_MATERIAL
null
DIAMETER1
String
8
DIAMETER1
null
null
DIAMETER2
String
8
DIAMETER2
null
null
TYPE
String
30
TYPE
WS_FITTING_TYPE
null
BEND
String
20
BEND
WS_FITTING_BEND
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
FeatureClassName
DatasetType
SYSTEM_VALVE_PNT
FeatureClass
FieldName
FEATUREOWNER
Type
String
Length
20
AliasName
FEATURE OWNER
DomainName
WS_FEATUREOWNER
DefaultValue
null
LIFECYCLESTATUS
String
20
LIFECYCLE STATUS
WS_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIAL SOURCE
WS_SPATIALSOURCE
GPS
DIAMETER
String
8
Diameter
WS_SYSVAL_DIAM
null
TYPE
String
25
TYPE
WS_SYSVAL_TYPE
null
VALVETYPE
String
10
VALVE TYPE
WS_SYSVAL_VALVETYPE
null
FUNCTION
String
25
FUNCTION
WS_SYSVAL_FUNCTION
null
GROUNDTYPE
String
25
GROUNDTYPE
WS_SYSVAL_GROUNDTYPE
null
WO_CAT_CODE
String
10
WO CAT CODE
null
1310A06
WO_CAT
String
25
WO CAT
null
System Valves
WATERTYPE
String
25
WATERTYPE
null
POTABLE
GPS_DATE
Date
8
GPS DATE
null
null
GPS_COMMENT
String
30
GPS COMMENT
null
null
FeatureClassName
HYDRANT_PNT
DatasetType
FeatureClass
FieldName
HYDRANT_ID
Type
String
Length
25
AliasName
HYDRANT_ID
DomainName
null
DefaultValue
HYD-VERIFY
FEATUREOWNER
String
25
Feature Owner
WS.FEATUREOWNER
null
LIFECYCLESTATUS
String
25
Lifecycle Status
WS_LIFECYCLESTATUS
null
SPATIALSOURCE
String
25
Spatial Source
WS_SPATIALSOURCE_STD
GPS
BARRELDIAMETER
Double
8
Barrel Diameter
null
6
LARGENOZZLEDIAMETER
Double
8
Large Nozzle Diameter
null
4.5
SMALLNOZZLEDIAMETER
Double
8
Small Nozzle Diameter
null
2.5
OUTLETCONFIGURATION
Double
8
Outlet Configuration
null
3
SEATDIAMETER
Double
8
Seat Diameter
null
6
MANUFACTURER
String
25
Manufacturer
WS_HYD_MANUFACTURER
null
YEARMANUFACTURED
String
25
Manufacture Year
null
null
COLOR
String
25
Color
WS_HYD_COLOR
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
50
GPS_COMMENT
null
null
FeatureClassName
DatasetType
WATER_MANHOLE_PNT
FeatureClass
FieldName
Type
Length
AliasName
DomainName
DefaultValue
FEATUREOWNER
String
20
FEATUREOWNER
WS_FEATUREOWNER
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WS_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WS_SPATIALSOURCE_STD
GPS
SUBTYPE
String
25
SUBTYPE
WS_SUBTYPE
null
ACCESSDIAMETER
String
8
ACCESSDIAMETER
WS_ACCESSDIAMETER
32
GROUNDTYPE
String
20
GROUNDTYPE
WS_GROUNDTYPE
null
COVERMATERIAL
String
10
COVERMATERIAL
WS_COVERMATERIAL
null
COVERTYPE
String
8
COVERTYPE
WS_COVERTYPE
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
FeatureClassName
WATER_VAULT_PNT
DatasetType
FeatureClass
FieldName
SUBTYPE
Type
String
Length
20
AliasName
SUBTYPE
DomainName
null
DefaultValue
null
FEATUREOWNER
String
20
FEATUREOWNER
WS_FEATUREOWNER
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WS_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WS_SPATIALSOURCE_STD
GPS
SUB_TYPE
String
20
SUB_TYPE
WS_VAULT_SUB_TYPE
null
ADDRESS
String
50
ADDRESS
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
50
GPS_COMMENT
null
null
Domain:
WS_FEATUREOWNER
Description: TYPE OF SERVICE
Code
Name
COC
Chandler
GRIC
Gila River Indian Community
COG
Gilbert
GOULD
Gould
INTEL
Intel
COUNTY
Maricopa County
COM
Mesa
MICROCHIP
Microchip
MOTOROLA
Motorola
COP
Phoenix
PRIVATE
Private
SRP
SRP
SRVWUA
SRVWUA
COT
Tempe
UNKNOWN
UNKNOWN
Domain:
WS_SPATIALSOURCE_STD
Description: SPATIAL SOURCE
Code
Name
GPS
GPS
Domain:
WS_FITTING_TYPE
Description: FITTING TYPE
Code
Name
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
OTHER
OTHER
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain:
WS_FITTING_BEND
Description: FITTING BEND
Code
Name
HORIZONTAL
HORIZONTAL
NONE
NONE
VERTICAL
VERTICAL
Domain:
WS_LIFECYCLESTATUS
Description: SYSTEM VALVE LIFECYCLE STATUS
Code
Name
ABANDONED
ABANDONED
ACTIVE
ACTIVE
FUTURE
FUTURE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain:
WS_SYSVAL_DIAM
Description: SYSTEM VALVE DIAMETER
Code
Name
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
Domain:
WS_SYSVAL_TYPE
Description: SYSTEM TYPE
Code
Name
ARV
ARV
BLOWOFF
BLOWOFF
STANDARD
STANDARD
Domain:
WS_SYSVAL_VALVETYPE
Description: SYSTEM VALVE TYPE
Code
Name
BALL
BALL
BUTTERFLY
BUTTERFLY
GATE
GATE
INSERTA
INSERTA
PIV
PIV
PLUG
PLUG
UNKNOWN
UNKNOWN
Domain:
WS_SYSVAL_FUNCTION
Description: SYSTEM VALVE FUNCTION
Code
Name
ARV
ARV
BACKFLOW
BACKFLOW
BYPASS
BYPASS
FDC
FDC
FIRELINE
FIRELINE
HYDRANT
HYDRANT
INLINE
INLINE
PUMPOUT
PUMPOUT
PUMPSTATION
PUMPSTATION
SERVICE
SERVICE
STUBOUT
STUBOUT
UNKNOWN
UNKNOWN
VAULT
VAULT
WPF
WPF
ZONE_SPLIT_VALVES
ZONE_SPLIT_VALVES
Domain:
WS_SYSVAL_GROUNDTYPE
Description: SYSTEM VALVE FUNCTION
Code
Name
ASPHALT
ASPHALT
CONCRETE
CONCRETE
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain:
WS_HYD_MANUFACTURER
Description: HYDRANT MANUFACTURER
Code
Name
AMERICANDARLING
AMERICANDARLING
AVK
AVK
CLOW
CLOW
DRESSER
DRESSER
GREENBERG
GREENBERG
KENNEDY
KENNEDY
MUELLER
MUELLER
PACIFIC
PACIFIC
UNKNOWN
UNKNOWN
WATEROUS
WATEROUS
Domain:
WS_MATERIAL
Description: MATERIAL
Code
Name
ABS
ABS
ACP
ACP
BRASS
BRASS
CIP
CIP
DIP
DIP
PCPP
PCPP
PE
PE
PVC
PVC
RCP
RCP
RPM
RPM
RTR
RTR
STL
STL
TRUSS
TRUSS
VCP
VCP
Domain:
WS_YES_NO
Description: YES OR NO
Code
Name
YES
YES
NO
NO
Domain:
WS_HYD_COLOR
Description:COLOR OF HYDRANT
Code
Name
BLACK/ALUMINUM
BLACK/ALUMINUM
BLACK/YELLOW
BLACK/YELLOW
GREEN
GREEN
RED
RED
RED/YELLOW
RED/YELLOW
UNKNOWN
UNKNOWN
WHITE
WHITE
YELLOW
YELLOW
Domain:
WS_SUBTYPE
Description: SUBTYPE OF MANHOLE
Code
Name
PUMPOUT STATION
PUMPOUT STATION
UNKNOWN
UNKNOWN
VALVE ACCESS
VALVE ACCESS
Domain:
WS_ACCESSDIAMETER
Description: ACCESS DIAMTER
Code
Name
22
22
24
24
26
26
28
28
30
30
32
32
38
38
Domain:
WS_GROUNDTYPE
Description: GROUND TYPE
Code
Name
ASPHALT
ASPHALT
CONCRETE
CONCRETE
DIRT
DIRT
UNKNOWN
UNKNOWN
Domain:
WS_COVERMATERIAL
Description: COVERMATERIAL
Code
Name
ALUMINUM
ALUMINUM
CASTIRON
CASTIRON
UNKNOWN
UNKNOWN
Domain:
WS_COVERTYPE
Description: COVER TYPE
Code
Name
BOLTED
BOLTED
SEALED
SEALED
UNKNOWN
UNKNOWN
VENTED
VENTED
Domain:
WS_VAULT_SUB_TYPE
Description: SUBTYPE OF VAULT
Code
Name
FIRELINE
FIRELINE
METER
METER
UNKNOWN
UNKNOWN
VALVE
VALVE
DATA DICTIONARY:
SEWER
FeatureClassName
SEWER_MANHOLE_PNT
DatasetType
FeatureClass
FieldName
Type
Length
AliasName
DomainName
DefaultValue
FEATUREOWNER
String
20
FEATUREOWNER
WW_FEATUREOWNER
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WW_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WW_SPATIALSOURCE
GPS
LID
String
20
LID
WW_MANHOLE_LID
null
TYPE
String
20
TYPE
null
null
COVER_MATERIAL
String
20
COVER_MATERIAL
null
null
COVER_HOLE
String
20
COVER_HOLE
null
null
COVER_SIZE
String
20
COVER_SIZE
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
FeatureClassName
DatasetType
SEWER_CLEANOUT_PNT
FeatureClass
FieldName
FEATUREOWNER
LIFECYCLESTATUS
Type Length AliasName
String
20
FEATUREOWNER
String
20
LIFECYCLESTATUS
DomainName
WW_FEATUREOWNER
WW_LIFECYCLESTATUS
DefaultValue
null
null
LOCATIONDESCRIPTION String
100
LOCATIONDESCRIPTION
SPATIALSOURCE
String
20
SPATIALSOURCE
LID
String
20
LID
null
WW_SPATIALSOURCE
WW_SEWER_LID
null
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
FeatureClassName
DatasetType
SEWER_FITTING_PNT
FeatureClass
FieldName
Type
Length
AliasName
DomainName
DefaultValue
FEATUREOWNER
String
20
FEATUREOWNER
WW_FEATUREOWNER
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WW_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WW_SPATIALSOURCE
null
SIZE_
String
20
SIZE_
null
null
MATERIAL
String
20
MATERIAL
WW_MATERIAL
null
TYPE
String
30
TYPE
WW_FITTING_TYPE
null
BEND
String
20
BEND
WW_BEND
null
LOCATIONDESCRIPTION
String
100
LOCATIONDESCRIPTION
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
FeatureClassName
SEWER_CONTROL_VALVE_PNT
DatasetType
FeatureClass
FieldName
Type
Length
AliasName
DomainName
DefaultValue
TYPE
String
25
TYPE
null
null
FEATUREOWNER
String
20
FEATUREOWNER
null
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WW_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WW_SPATIALSOURCE
GPS
LOCATIONDESCRIPTION
String
100
LOCATIONDESCRIPTION
null
null
DIAMETER
String
8
DIAMETER
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
FeatureClassName
DatasetType
SEWER_MISC_STRUCT_PNT
FeatureClass
FieldName
Type
Length
AliasName
DomainName
DefaultValue
TYPE
String
25
TYPE
WW_TYPE
null
FEATUREOWNER
String
20
FEATUREOWNER
WW_FEATUREOWNER
null
LIFECYCLESTATUS
String
20
LIFECYCLESTATUS
WW_LIFECYCLESTATUS
null
SPATIALSOURCE
String
20
SPATIALSOURCE
WW_SPATIALSOURCE
GPS
LOCATIONDESCRIPTION
String
100
LOCATIONDESCRIPTION
null
null
GPS_DATE
Date
8
GPS_DATE
null
null
GPS_COMMENT
String
30
GPS_COMMENT
null
null
Domain: WW_FEATUREOWNER
Description: WASTEWATER FEATURE OWNER
Code
Name
COC
COC
PRIVATE
PRIVATE
CONTRACTOR
CONTRACTOR
TOG
TOG
UNKNOWN
UNKNOWN
Domain: WW_LIFECYCLESTATUS
Description: WASTEWATER FEATURE LIFECYCLESTATUS
Code
Name
ACTIVE
ACTIVE
FUTURE
FUTURE
PULLED
PULLED
INACTIVE
INACTIVE
UNKNOWN
UNKNOWN
ABANDONED
ABANDONED
Domain: WW_SPATIALSOURCE
Description: WASTEWATER FEATURE SPATIAL SOURCE
Code
Name
GPS
GPS
Domain: WW_TYPE
Description: WASTEWATER TYPE
Code
Name
DIVERSION
DIVERSION
JUNCTION
JUNCTION
Domain: WW_SEWER_LID
Description: WASTEWATER LID
Code
Name
OLD
OLD
NEW
NEW
Domain: WW_BEND
Description: WASTEWATER BEND
Code
Name
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
NONE
NONE
Domain: WW_MATERIAL
Description: WASTEWATER MATERIAL
Code
Name
ACP
ACP
CONCRETE
CONCRETE
DIP
DIP
HDPE
HDPE
MJDIP
MJDIP
PVC
PVC
PVC LINED VCP
PVC LINED VCP
RCP ABS
RCP ABS
STEEL ENCASED VCP
STEEL ENCASED VCP
TLOCKLINE LINE RCP
TLOCKLINE LINE RCP
UNKNOWN
UNKNOWN
VCP
VCP
Domain: WW_FITTING_TYPE
Description: WASTEWATER FITTING_TYPE
Code
Name
ARV
ARV
FLOW METER
FLOW METER
NO_FLOW_POINT
NO_FLOW_POINT
OTHER
OTHER
OWNERSHIP_CHANGE
OWNERSHIP_CHANGE
PLUG
PLUG
REDUCER
REDUCER
UNKNOWN
UNKNOWN
December 2021
City of Chandler
21-047
01090-1
Chandler Heights Road Utility Relocations
SECTION 01090
REFERENCE STANDARDS/ABBREVIATIONS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section lists many of the construction industry organizations, professional
and technical associations, societies and institutes, and government agencies
issuing, promoting, or enforcing standards to which references may be made in
the Contract Document, along with the abbreviations commonly used for those
references. Also included are certain general requirements for the use of industry
standards specified and for application of the standards in quality control.
1.2 USE OF REFERENCE STANDARDS
A. Work specified by reference to the published standard or specification of a
government agency, technical association, trade association, professional society
or institute, testing agency, or other organization shall conform to, or surpass the
minimum standards of quality for materials and workmanship established by the
designated standard or specification.
B. Where so specified, products or workmanship shall also conform to the additional
prescriptive or performance requirements included within the Contract
Documents to establish a higher or more stringent standard of quality than that
required by the referenced standard.
C. Where the specific date or issue of the standard is not included with the reference
to the standard, the edition, including all amendments published and available on
the first published date of the Invitation to Bid, shall apply.
D. Where two or more standards are specified to establish quality, the product, and
workmanship shall conform to or surpass the requirements of both.
E. In case of conflict between referenced standards, the more stringent shall apply.
F. Where both a standard and a brand name are specified for a product in the
Contract Document, the proprietary product named shall conform to or surpass
the requirements of the specified reference standard. The listing of a trade name
in a Contract Document shall not be construed a warranting that such product
conforms to the respective reference standard.
G. Copies of Standards:
1.
Copies of applicable referenced standards have not been bound in this
Contract Document.
December 2021
City of Chandler
21-047
01090-2
Chandler Heights Road Utility Relocations
2.
Where copies of standards are needed by the CONTRACTOR for
superintendence and quality control of the Work, obtain a copy or copies
directly from the publication source and maintain in an orderly manner at the
job site, available to the CONTRACTOR'S personnel, subcontractors,
OWNER, and ENGINEER.
3.
Submittals: Submit for approval the requests to use products conforming to
printed standards or publications with a different publication date from that
effective under the Contract. Clearly indicate the changes in product or
workmanship quality involved in the proposed change, if any, and reasons for
the request.
1.3 ABBREVIATIONS
A. Abbreviations for trade organizations and government agencies. The following is
a list of construction industry organizations and government agencies to which
references may be made in the Contract Document, with abbreviations used.
AA
Aluminum Association
AAMA
American Architectural Manufacturers Association
AAMA
Architectural Aluminum Manufacturers' Association
AASHTO
American Association of State Highway and Transportation Officials
ABPA
Acoustical and Board Products Association
ACI
American Concrete Institute
ADA
Americans With Disabilities Act
ADEQ
Arizona Department of Environmental Quality
ADHS
Arizona Department of Health Services
AFBMA
Anti-Friction Bearing Manufacturers' Association
AGA
American Gas Association
AGC
Associated General Contractors
AGMA
American Gear Manufacturers' Association
AHC
Architectural Hardware Consultant
AI
Asphalt Institute
AIA
American Institute of Architects
AIA
American Insurance Association
AIEE
American Institute of Electrical Engineers
AISC
American Institute of Steel Construction
AISI
American Iron and Steel Institute
AITC
American Institute of Timber Construction
ALS
American Lumber Standards
AMCA
Air Moving and Conditioning Association
AMG
Arizona Masonry Guild
ANSI
American National Standards Institute
APA
American Plywood Association
API
American Petroleum Institute
AREA
American Railway Engineering Association
ARI
Air Conditioning and Refrigeration Institute
December 2021
City of Chandler
21-047
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Chandler Heights Road Utility Relocations
ARMA
Asphalt Roofing Manufacturers Association
ASAE
American Society of Agricultural Engineers
ASCE
American Society of Civil Engineers
ASHRAE
American Society of Heating, Refrigerating, and Air Conditioning
Engineers, Inc.
ASME
American Society of Mechanical Engineers
ASTM
American Society for Testing and Materials
AWI
Architectural Woodwork Institute
AWPA
American Wood Preservers' Association
AWPB
American Wood Preservers Bureau
AWPI
American Wood Preservers' Institute
AWS
American Welding Society
AWSC
American Welding Society Code
AWI
Architectural Woodwork Institute
AWWA
American Water Works Association
BHMA
Builders Hardware Manufacturers' Association
BIA
Brick Institute of America
CBMA
Certified Ballast Manufacturers' Association
CDA
Copper Development Association
CGA
Compressed Gas Association
CISPI
Cast Iron Soil Pipe Institute
CLFMI
Chain Link Fence Manufacturer's Institute
CMAA
Crane Manufacturers' Association of America
CRA
California Redwood Association
CRSI
Concrete Reinforcing Steel Institute
CS
Commercial Standards
CSI
Construction Specifications Institute
CTI
Cooling Tower Institute
FGMA
Flat Glass Manufacturer's Association
FIA
Factory Insurance Association
FM
Factory Mutual
FS
Federal Specification
FTI
Facing Tile Institute
GA
Gypsum Association
HI
Hydraulic Institute
HMI
Hoist Manufacturers' Institute
ICBO
International Conference of Building Officials
ICEA
Insulated Cable Engineers' Association
IEEE
Institute of Electrical and Electronics Engineers, Inc.
IES
Illuminating Engineering Society
December 2021
City of Chandler
21-047
01090-4
Chandler Heights Road Utility Relocations
ISA
Instrument Society of America
JIC
Joint Industry Conferences of Hydraulic Manufacturers
LIA
Lead Industries Association
MAG
Maricopa Association of Governments
MIA
Marble Institute of America
MIA
Masonry Institute of America
MLMA
Metal Lath Manufacturers Association
MS
Military Specifications
MMA
Monorail Manufacturers' Association
NAAMM
National Association of Architectural Metal Manufacturers
NBFU
National Board of Fire Underwriters
NBHA
National Builders' Hardware Association
NBS
National Bureau of Standards
NCMA
National Concrete Masonry Association
NEC
National Electrical Code
NEMA
National Electrical Manufacturers' Association
NESC
National Electric Safety Code
NFPA
National Fire Protection Association
NFPA
National Forest Products Association
NGA
National Glass Association
NHLA
National Hardwood Lumber Association
NKCA
National Kitchen Cabinet Association
NLMA
National Lumber Manufacturers' Association
NMWIA
National Mineral Wool Insulation Association
NTMA
National Terrazzo and Mosaic Association
NWMA
National Woodwork Manufacturers' Association
OECI
Overhead Electrical Crane Institute
OSHA
Occupational Safety and Health Administration (both Federal and
State)
PCA
Portland Cement Association
PCI
Pre-cast Concrete Institute
PDI
Plumbing Drainage Institute
PEI
Porcelain Enamel Institute
PS
Product Standards Section - U.S. Department of Commerce
RLM
RLM Standards Institute, Inc.
RMA
Rubber Manufacturers' Association
SAE
Society of Automotive Engineers
SDI
Steel Deck Institute
December 2021
City of Chandler
21-047
01090-5
Chandler Heights Road Utility Relocations
SDI
Steel Door Institute
SIGMA
Sealed Insulating Glass Manufacturing Association
SJI
Steel Joist Institute
SMACNA Sheet Metal and Air Conditioning Contractors National Association
SSPC
Steel Structures Painting Council
SWI
Steel Window Institute
TEMA
Tubular Exchanger Manufacturers' Association
TCA
Tile Council of America
TIMA
Thermal Insulation Manufacturers Association
TPI
Truss Plate Institute
UBC
Uniform Building Code
UFC
Uniform Fire Code
UL
Underwriters' Laboratories, Inc.
USDA
United States Department of Agriculture
USPS
United States Postal Service
VI
Vermiculite Institute
WCLA
West Coast Lumberman's Association
WCLB
West Coast Lumber Bureau
WCLIB
West Coast Lumber Inspection Bureau
WIA
Woodwork Institute of Arizona
WPOA
Western Plumbing Officials Association
WWPA
Western Wood Products Association
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
December 2021
City of Chandler
21-047
01143-1
Chandler Heights Road Utility Relocations
SECTION 01143
COORDINATION WITH OWNER'S OPERATIONS
PART 1 - GENERAL
1.1 DESCRIPTION
A. The intent of this Section is to provide CONTRACTOR a sequence to perform the
Work in such a manner that continuous, uninterrupted access to the businesses is
maintained operational throughout the construction period.
B. The sequences of Work and Schedule of Completion are specified under Section
01010, Summary of Work.
C. Except for the construction hours specified in this Section, CONTRACTOR'S
means and methods shall be implemented such that the traffic lanes shall remain
in continuous satisfactory operation during the entire construction period. Work
shall be so scheduled and conducted by CONTRACTOR such that it shall not
impede any hindrances to the public and businesses. In performing the Work
shown and specified, CONTRACTOR shall plan and schedule the Work to meet
both the constraints outlined in this Section and City of Chandler traffic control
standards.
D. Work not specifically covered in Section 01010, Summary of Work, or in the
following paragraphs may, in general, subject to the operating requirements
outlined in this Section.
1.2 OVERTIME
A. All overtime work by CONTRACTOR necessary to conform to the requirements
of this Section shall be performed by CONTRACTOR at no additional cost to the
OWNER and shall be performed in accordance with the General Conditions.
CONTRACTOR shall make no claims for extra compensation as a result thereof.
B. PRODUCTS (NOT USED)
PART 2 - EXECUTION
2.1 COORDINATION DESCRIPTION
A. No more than two (2) lanes shall be closed to traffic at any one time between 8:30
AM and 4:30 PM. No more than one (1) traffic lane shall be closed during peak
hours. Contractor shall submit a construction schedule for approval by the
OWNER.
December 2021
City of Chandler
21-047
01143-2
Chandler Heights Road Utility Relocations
B. Potable Piping Tie-In:
1.
The CONTRACTOR shall prepare a plan with scheduling, means and
methods, disinfection, and the proposed connections at each tie-in. The tie-in
plans shall be approved by the OWNER 30 days prior to starting the first
water lateral tie-in.
2.
Work may occur at night or during the weekend to ensure minimal disruption
to businesses.
C. Sewer Piping Tie-In:
1.
CONTRACTOR shall coordinate all sewer bypass pumping operations with
the City of Chandler per Section 02145, Diversion of Sewage Flow and
Dewatering. The CONTRACTOR shall notify the OWNER 72 hours prior to
bypassing the pipeline.
END OF SECTION
December 2021
City of Chandler
21-047
01300-1
Chandler Heights Road Utility Relocations
SECTION 01300
SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. The CONTRACTOR shall include a completed transmittal form for all submittals.
Transmittal forms will be furnished to CONTRACTOR by ENGINEER. Submittals
shall be sent to the ENGINEER.
1.2 SECTION INCLUDES
A. Shop Drawings.
B. Material and Equipment Record.
C. Samples.
D. Daily reports.
E. Testing results.
F. Construction photographs.
G. Record Drawings.
1.3 DATA REFERENCE SYMBOLS AND DESCRIPTIONS
A. The submittal data required for Shop Drawings and operations manuals shall contain,
but not necessarily be limited to, that data and material as defined by the coded
legend set forth below. The submittal data required shall be as indicated and
specified under various headings of the specifications.
LEGEND
DATA REFERENCE SYMBOLS AND DESCRIPTIONS
Symbol
Description
A
Letters of Certification of Compliance on materials, equipment, etc.
B
Samples.
December 2021
City of Chandler
21-047
01300-2
Chandler Heights Road Utility Relocations
Symbol
Description
C
Final certified drawings showing outline dimensions, foundation
layout or mounting information, and other pertinent dimensions.
D
Field erection instructions, assembly drawings and/or diagrams,
detailed reference drawing lists, and lists of erection details.
E
Shop detail drawings showing individual sub-assemblies and
fabricated pieces with material specifications and other applicable
data.
F
Installation instructions, operating and/or service manuals, and all
other data pertinent to operating or servicing the complete apparatus.
Preventative maintenance instructions and recommended frequency.
G
General bulletins and catalog cuts describing complete apparatus
including operating principles and fundamentals.
H
Service data sheets showing design performance, utility requirements,
etc., as applicable to the specific duty for which the equipment is
furnished.
I
Head capacity curves for pumps. Impeller size furnished and
maximum size available shall be noted on these data sheets.
K
Curves and/or data for overall range of operation from minimum to
maximum capacity or load, showing capacity or load, utilities motive
medium required, total or incremental differential head, and other
pertinent information applicable to the equipment or its component
assemblies.
L
Materials of construction of all components.
M
Renewal parts list with diagrammatic or cross-section drawings
showing part identification. Material analysis or trades designation
for each significant part is to be noted on parts lists or on a separate
sheet.
N
O
Stuffing box sizes; packing sizes; specifications and arrangement; and
mechanical seal details, specifications, etc., if furnished in equipment.
Bearing manufacturer's standard identification and/or interchangeable
number for all anti-friction bearings in the equipment proper and its
accessory items.
P
Material gradation, design mix, job mix formula, and/or material
analysis.
December 2021
City of Chandler
21-047
01300-3
Chandler Heights Road Utility Relocations
1.4 SHOP DRAWINGS
A. The CONTRACTOR shall submit Shop Drawings for the equipment and materials
specified herein. CONTRACTOR shall submit the shop drawings online via
“Newforma”. The shop drawings shall be addressed to (Brandy.Nixon@wilson-
engineers.com). Text shall be in electronic ASCII format. Drawings and figures
shall be in AutoCAD “.dwg”, or bitmap “.bmp,” tiff “.tiff,” jpeg “.jpg,” gif “.gif,” or
pdf “.pdf” format.
B. ENGINEER shall return electronic Shop Drawings to CONTRACTOR within 14
calendar days of receipt by ENGINEER.
C. The CONTRACTOR may request submittals be reviewed up to two times for each
equipment or construction material item, regardless of manufacturer or supplier, by
the ENGINEER.
D. Each Shop Drawing submittal shall include an electronic copy of the relevant
Specification Section. Each and every paragraph of the Specification Section shall be
clearly marked to indicate whether the requirements for equipment and/or services in
the Specification Section are met. If clarifications are needed to any of the
paragraphs in the Specification Section, they shall be addressed next to the paragraph
or in an attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an explanation
of any deviation and/or exception shall be provided. The CONTRACTOR shall
furnish equipment and/or services as specified if an exception and/or deviation is
rejected.
E. The CONTRACTOR will be held responsible for any delay in progress of the Work
due to resubmittal of Shop Drawings. Time for completion of the Contract will not
be extended due to CONTRACTOR’s failure to promptly submit complete and
acceptable Shop Drawings, product data and samples.
F. Do not execute Work required by Shop Drawings until accepted Shop Drawings are
received from ENGINEER.
G. Before submitting Shop Drawings for review, CONTRACTOR shall check Shop
Drawings for accuracy, ascertain that all Work contiguous with and having bearing
on other Work shown on Shop Drawings is accurately drawn, and that Work shown
is in conformity with Contract requirements. The CONTRACTOR is responsible for
all submittals from subcontractors and suppliers.
December 2021
City of Chandler
21-047
01300-4
Chandler Heights Road Utility Relocations
H. All such Drawings and details, when submitted, must bear the stamp of approval of
CONTRACTOR, bearing checked data, as evidence that such Drawings and details
have been checked by the CONTRACTOR. Said "stamp" shall clearly state that the
CONTRACTOR has checked the Drawings by providing signature certification. Any
Drawings submitted without such executed stamp of approval, or whenever it is
evident (despite the stamp) that the Drawings have not been checked, they will be
returned to the CONTRACTOR for resubmission and will not be considered. In such
event, it will be deemed that CONTRACTOR has not complied with this provision
and the CONTRACTOR shall bear risk of all delays to the same extent as if no
Drawings or details had been submitted.
I.
The CONTRACTOR shall prepare composite Drawings and installation layouts,
when required to solve tight field conditions. Such Drawings shall consist of
dimensioned plans and elevations, and must give complete information particularly
as to size and location of sleeves, inserts, attachments, openings, conduits, ducts,
boxes, structural interferences, etc. These composite drawings and installation
layouts shall be coordinated in the field by the CONTRACTOR and his
subcontractors for proper relationship to the Work of other trades, based on field
conditions, and shall be checked and approved by them before submission to the
ENGINEER for his final review. The CONTRACTOR shall have competent
technical personnel readily available for such coordinating and checking, as well as
for supervision of field installation of Work as per the Drawings and installation
layouts, which have been previously determined by him to be correct and carry the
ENGINEER'S review stamp.
J.
Submission of Shop Drawings (in either original submission or when resubmitted
with corrections) constitute evidence that the CONTRACTOR has checked all
information thereon, and that he accepts and is willing to perform the Work as shown
in a workmanlike manner and in accordance with best standard practice.
K. Cost of any changes in construction due to improper checking and coordination by
the CONTRACTOR shall be paid for by the CONTRACTOR, and the
CONTRACTOR shall be responsible for all additional costs, including coordination.
L. Shop Drawings shall clearly delineate the following information:
1.
ENGINEER'S name and Project number, Project name and address.
2.
Drawing title, number, date, and scale.
3.
Names of CONTRACTOR, subcontractor, and fabricator.
4.
Letters of Certification of Compliance
5.
Working and erection dimensions.
6.
Arrangements and sectional views.
7.
Necessary details, including complete information for making connections with
other Work.
8.
Kinds of materials and finishes.
December 2021
City of Chandler
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01300-5
Chandler Heights Road Utility Relocations
9.
Show descriptive names of materials and equipment, classified item numbers,
and locations at which materials or equipment are to be installed in the Work.
Use same reference identification as shown on Contract Drawings.
M. The ENGINEER shall provide the CONTRACTOR with a form to accompany the
Shop Drawings.
N. If Shop Drawings show variations from Contract Documents because of standard
shop practice or other reasons, make specific mention of such variations in the
transmittal form.
O. Shop Drawings review will be general. It shall not relieve the CONTRACTOR of
responsibility for accuracy of such Shop Drawings, nor proper fitting, construction of
Work, furnishing of materials, or Work required by Contract Documents and not
indicated on Shop Drawings. Shop Drawings review shall not be construed as
approving departures from Contract Documents.
P. Review of Shop Drawings and schedules shall not relieve the CONTRACTOR from
responsibility for any violation indicated on such Drawings or schedules of local,
County, State, or Federal laws, rules, ordinances, or rules and regulations of
commissions, boards or other authorities or utilities having jurisdiction.
Q. When product data, consisting of manufacturer's printed literature, is required to be
submitted to ENGINEER, it shall be submitted in original form. Any fading type of
reproduction will not be accepted.
1.5 CONSTRUCTION PHOTOGRAPHS
A. Per City of Chandler Contract Requirements.
1.6 TESTING RESULTS
A. CONTRACTOR shall furnish to ENGINEER copies of all testing results for all tests
required in the Specifications.
1.7 RECORD DRAWINGS
A. Per Section 01700, Contract Closeout. CONTRACTOR shall update Record
Drawings whenever a change occurs and shall be made available for review by
ENGINEER with the pay application. Failure of CONTRACTOR to maintain
updated Record Drawings shall be justification for refusal of Pay Application.
1.8 ALL ADDITIONAL SUBMITTALS
A. As required by the Contract Documents.
December 2021
City of Chandler
21-047
01300-6
Chandler Heights Road Utility Relocations
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
December 2021
City of Chandler
21-047
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Chandler Heights Road Utility Relocations
SECTION 01400
QUALITY CONTROL
PART 1 - GENERAL
1.1 RELATED SECTIONS
A. Section 01300, Submittals.
1.2 QUALIFICATIONS
A. Installation of materials and equipment shall be performed in a workman like manner
by mechanics skilled in their particular trade.
1.3 REGULATORY REQUIREMENTS
A. Unless indicated or specified otherwise, all materials and workmanship for the
mechanical trades shall conform to the editions of the various standards, codes,
manuals, and Specifications in effect on the date of advertisement for bids.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
December 2021
City of Chandler
21-047
01700-1
Chandler Heights Road Utility Relocations
SECTION 01700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1.1 SUMMARY
A. Tasks listed under this Section shall be completed prior to Contract closeout and
approval of the CONTRACTOR'S final pay request.
1.2 RELATED SECTIONS
A. Section 01300, Submittals.
1.3 CONTRACT CLOSEOUT SUBMITTALS
A. The following documents are to be submitted as specified to the ENGINEER
prior to approval of the CONTRACTOR'S final pay request:
1.
Record Drawings shall be furnished by the CONTRACTOR. One set of
bluelines annotated to show all changes shall be delivered by the
CONTRACTOR to the ENGINEER. The Record Drawings shall reflect all
changes made by Change Order, addenda, field order, Work directive, and
any other changes made and approved during the course of the Work.
2.
Certification of Final Completion.
3.
Evidence of Payment and Release of Labor and Material Liens as outlined in
the Conditions of the Contract. Affidavit of Settlement of Claims shall be
furnished by the CONTRACTOR and all subcontractors.
4.
Release of claims as outlined in the conditions of the Contract.
5.
Evidence of Compliance with Requirements of Governing Authorities,
including Certificate of Occupancy and Certificates of Inspection.
1.4 SITE CONDITIONS
A. Prior to approval of the CONTRACTOR'S final pay request, and after Work has
been completed, the CONTRACTOR shall dispose of all waste material and
conduct final cleaning of completed work as specified in Section 01710,
Cleaning.
B. All areas shall be restored to a condition equal to or better than the original.
C. Site grading shall be performed to the lines and grades as shown or conforming to
adjacent contours.
December 2021
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Chandler Heights Road Utility Relocations
1.5 MAINTENANCE AND GUARANTEE
A. The CONTRACTOR shall comply with the maintenance and guarantee
requirements contained in the General Conditions.
B. Replacement of earth fill or backfill, where it has settled below the required finish
elevations, shall be considered as a part of such required repair Work, and any
repair or resurfacing constructed by the CONTRACTOR which becomes
necessary by reason of such settlement shall likewise be considered as a part of
such required repair Work, unless the CONTRACTOR shall have obtained a
statement in writing from the affected private owner or public agency releasing
the CONTRACTOR from further responsibility in connection with such repair or
resurfacing.
C. The CONTRACTOR shall make all repairs and replacements promptly upon
receipt of written order from the OWNER. If the CONTRACTOR fails to make
such repairs or replacements promptly, the OWNER reserves the right to do the
Work and the CONTRACTOR and his surety shall be liable to the OWNER for
the cost thereof.
1.6 BOND
A. The CONTRACTOR shall provide a bond to guarantee performance of the
provisions contained in Paragraph 1.5, above, and the General Conditions.
1.7 RE-INSPECTION FEES
A. Should CONTRACTOR fail to complete and correct punch list items such that
additional inspections are required by ENGINEER, CONTRACTOR shall pay
ENGINEER'S standard rates per person per hour for ENGINEER'S additional
services. If CONTRACTOR has any questions with regard to any items on punch
list, he shall request clarification before final inspection.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
December 2021
City of Chandler
21-047
01710-1
Chandler Heights Road Utility Relocations
SECTION 01710
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section outlines requirements for cleaning of the Project Work. This Section
is complementary to the General Conditions and nothing herein shall be
considered to waive any requirements of the General Conditions.
1.2 REQUIREMENTS OF REGULATORY AGENCIES
A. Safety and Insurance Standards: Maintain Project in accordance with the
following safety and insurance standards:
1.
State Industrial Commission of Arizona (OSHA).
B. Fire Protection: Store volatile waste in covered metal containers and remove
from premises daily.
C. Pollution Control: Conduct cleanup and disposal operations to comply with local
ordinances and anti-pollution laws. Burning or burying of rubbish and waste
material on the Project site is not permitted. Disposal of volatile fluid waste (such
as mineral spirits, oil, or paint thinner) in storm or sanitary sewer systems or into
streams or waterways is not permitted.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 DURING CONSTRUCTION
A. During
the
construction
period,
the
material
to
be
used
in the Work shall be kept in an orderly manner, neatly stacked or piled.
B. Clean up frequently (at least weekly) all refuse, rubbish, scrap materials, and
debris caused by operations, to the end that at all times the site of the Work shall
present a neat, orderly, and workmanlike appearance. Sprinkle dusty debris with
water.
C. Provide for the disposal of all waste products, trash, debris, etc., and make
necessary arrangement for legal disposal of same off the site. Never throw
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rubbish from windows or other parts of building. Lower waste materials in a
controlled manner with as few handling as possible.
D. Remove all surplus material, false-work, temporary structures, including
foundations thereof, plant of any description and debris of every nature resulting
from operations and put the site in a neat, orderly condition.
E. Remove carpentry nails, pieces of rebar, pieces of cut metal, metal strapping, and
pieces of wood. Wire (bare or insulated), shall also be recovered from the ground
at the end of each day.
F. General contractor shall provide trash gondolas or containers for use by all trades.
3.2 FINAL CLEANING
A. Use experienced workmen or professional cleaners for final cleaning. Provide
adequate ventilation during use of volatile or noxious substances.
B. All existing improvements, inside or outside the property that are disturbed,
damaged, or destroyed by the Work under the Contract, shall be restored to the
condition in which they originally were, or to the satisfaction of the OWNER.
C. CONTRACTOR shall clean all sidewalks by power washing to remove tire trend
marks.
END OF SECTION
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SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.1 SUMMARY
A. Prepare the construction site for new construction.
1.2 SECTION INCLUDES
A. Protection of certain existing trees and vegetation.
B. Clearing and grubbing.
C. Removing below grade improvements (including stumps).
D. Installing and maintaining barricades and warning signs.
E. All other miscellaneous items of Work required to complete the site preparation.
1.3 RELATED SECTIONS
A. Section 02200, Earthwork.
1.4 PROJECT CONDITIONS
A. Traffic: Conduct site-clearing operations to ensure minimum interference with
roads, streets, walks, and other adjacent occupied or used facilities. Do not close
or obstruct streets, walks, or other occupied or used facilities without permission
from authorities having jurisdiction.
B. Protection of Existing Improvements: Provide protection as necessary to prevent
damage to existing improvements indicated to remain in place.
1.
Protect improvements on adjoining properties and OWNER'S property.
2.
Restore damaged improvements to their original or better condition, as
acceptable to OWNER.
C. Protection of Existing Trees and Vegetation:
1.
Existing vegetation in the field not scheduled for removal shall be
undisturbed by the CONTRACTOR. The CONTRACTOR shall NOT
remove from the site any plants unless specifically approved by the
ENGINEER.
2.
Protect existing trees and vegetation indicated to remain against unnecessary
cutting, breaking or skinning of roots, skinning or bruising of bark,
smothering of trees by stockpiling construction materials or excavated
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materials within drip line, excess foot or vehicular traffic or parking of
vehicles within the drip line. Prior to initiating site clearing activities, the
CONTRACTOR shall mark the limits of the disturbance areas either by
placing lime, flags, or survey stakes at the limits shown on the Plans.
3.
Do not destroy vegetation which may be naturally located in the periphery of
proposed disturbed areas (within a zone ± 5 feet from the limits of
construction). The ENGINEER shall be notified if existing plants are located
within the fringes of the construction limits. The ENGINEER shall issue
instructions at that time.
4.
Adjustments may be made in the limits of construction to protect the affected
plants based on a field review of the staked limits. The adjusted construction
limits shall be considered the permanent construction limits for the duration
of the Project. If the ENGINEER recommends that construction limits be
adjusted to preserve existing plants, the CONTRACTOR, at his own option,
may elect to clear the subject vegetation and revegetate with like-kind size
and species as required herein and by Landscape Drawings at no additional
cost to the OWNER. The CONTRACTOR shall be entirely responsible for
removal, storage, and replanting of such vegetation in accordance with City’s
Landscape Design of Right-of-Way, medians, and retention basin Technical
Design Manual no. 8.
5.
During the course of the Work the CONTRACTOR shall:
a.
Water trees, shrubs, and other vegetation to remain within limits of
Contract Work as required to maintain their health during the course of
construction operations at no additional cost to the OWNER.
b.
Provide protection for roots over 1-1/2-inches in diameter that are cut
during construction operations. Temporarily cover exposed roots with
wet burlap to prevent the roots from drying out; cover with earth as soon
as possible.
c.
Repair or replace trees and vegetation indicated to remain that are
damaged by construction operations in a manner acceptable to the
ENGINEER.
d.
Trees to be protected in place shall not be pruned unless limbs are
damaged, or at the direction of the ENGINEER. Employ a licensed
arborist to repair damaged trees and shrubs. Replace trees that cannot be
repaired and restored to full growth status, as determined by the arborist.
e.
Trees may be pruned for routing maintenance during construction with
ENGINEER’S approval at no additional cost to the OWNER.
D. Provide a temporary construction fence/barrier to protect trees and vegetation at
the limits reviewed and approved by the ENGINEER. The barrier shall be
installed and remain in place for the duration of the Project or as directed by the
ENGINEER.
PART 2 - PRODUCTS
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2.1 MATERIALS
A. Fencing: Any fencing removed as obstructions shall be restored to match existing
with property OWNER’s approval/acceptance.
B. Barricades, warning signs, and related equipment shall be placed as required.
C. Tree Protection Fence/Barrier: Shall be a commercially available product
acceptable to the ENGINEER for its intended purpose. The barrier shall be
similar to a nylon woven material or woven wire fence such as TENAX Nordic
Snow Fence, or approved equal, with approved stakes approximately 36-inches in
height. Submit material sample and Shop Drawings for barrier installation to the
ENGINEER for approval prior to use.
PART 3 - EXECUTION
3.1 PREPARATION
A. Site Clearing
1.
General: Remove trees, shrubs, grass and other vegetation, improvements or
obstructions, as required, to permit installation of new construction. Remove
similar items elsewhere on site or premises as specifically indicated.
Removal includes digging out and off-site disposal of stumps and roots.
a.
Cut minor roots and branches of trees indicated to remain in a clean and
careful manner where such roots and branches obstruct installation of
new construction.
2.
Clearing and Grubbing: Within the limits of Work, clear site of trees, shrubs
and other material, except for those indicated to be left standing.
a.
Completely remove stumps, roots, and other debris protruding through
the ground surface. Stump removal and backfilling of holes is required
for trees indicated on the Plans to be removed.
b.
Use only hand methods for grubbing inside drip line of trees indicated to
remain.
c.
Fill depressions caused by clearing and grubbing operations with
satisfactory soil material, unless further excavation or earthwork is
indicated.
d.
Place fill material in horizontal layers not exceeding 6-inches loose
depth, and thoroughly compact each layer to a density equal to adjacent
original ground.
3.
Disposal of Waste Material:
a.
Burning on OWNER'S Property: Burning is not permitted on
OWNER'S property.
b.
Removal from OWNER'S Property: Remove waste materials from
OWNER'S property at no additional cost to the Project.
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4.
All miscellaneous items not specifically mentioned or designated on the
Drawings as removal items, but required for the completion of the Work,
shall be removed. All such items removed shall be hauled from the site.
B. Barricades and Warning Signs:
1.
Construction sites shall be properly barricaded with appropriate warning
signs affixed to prevent unauthorized access to the construction site.
END OF SECTION
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SECTION 02145
DIVERSION OF SEWAGE FLOW AND DEWATERING
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
This Section provides minimum requirements for temporary bypass pump
station and dewatering of sewers as required to completing work and prior to
acceptance.
B. Requirements:
1.
CONTRACTOR shall provide all labor, materials, equipment, and
supervision to temporarily bypass pump sewage flow around the
CONTRACTOR'S Work and to dewater the pipeline for removal. The bypass
strategy shall maintain flow to prevent wastewater backup into the City’s
sewage collection system or discharge to the environment.
2.
The actual design of the bypass arrangement shall be prepared by the
CONTRACTOR, and shall be submitted to the OWNER and ENGINEER for
review. Means and methods of accomplishing the bypassing shall be the
responsibility of the CONTRACTOR.
3.
The CONTRACTOR shall have the entire bypassing system in place and
tested before bypassing any sewage.
4.
The CONTRACTOR shall notify the OWNER 72 hours prior to bypassing
the pipeline. The wastewater levels shall be continuously monitored by the
CONTRACTOR.
5.
CONTRACTOR is responsible for immediate and proper cleanup should any
spill occur, regardless of amount.
6.
CONTRACTOR shall connect bypass piping to the existing collection
system and utilize temporary pumps and control equipment.
7.
CONTRACTOR shall utilize a pumping system with 100% back-up
capability. In the event a pump shall fail, an alternate equally sized pump
shall be ready to be utilized immediately. This requires the alternate pump(s)
to be connected to the forcemain system.
8.
The forcemain system shall include a 100% redundant pipeline for use should
the primary forcemain fail during operation. The redundant pipeline shall be
equally sized to accommodate 100% of the pumped flow. The redundant
pipeline shall be connected to the forcemain system and include a number of
valves to be actuated to allow it to operate immediately. The forcemains shall
be sized with a velocity of less than 5 feet per second.
9.
CONTRACTOR shall coordinate operation of temporary bypass pump
station with authorized City of Chandler personnel. CONTRACTOR shall
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not operate any equipment in or about temporary bypass pump station
without prior written consent from OWNER and copied to ENGINEER.
10. Bypass pump operation shall include a lighting system at the bypass pump
operation and the forcemain discharge. The lighting system shall be gas
operated.
11. CONTRACTOR shall provide qualified personnel, at a minimum two (2),
on-site 24 hours per day to maintain the bypass pumps and pipeline.
12. CONTRACTOR shall continuously monitor hydrogen sulfide concentrations
at the suction side of the bypass pump operation and the forcemain discharge.
CONTRACTOR shall provide temporary covering at each location to
minimize hydrogen sulfide releases. This may include providing and
installing a temporary odor control system as determined by the OWNER.
13. CONTRACTOR shall provide, install, and maintain safety signs as
determined by the OWNER. CONTRACTOR shall plan for at least 20 signs
measuring 14-inches by 10-inches. Signs shall be installed prior to testing the
bypass pumping system.
C. Experience:
1.
CONTRACTOR shall utilize staff and/or a subcontractor that has been
directly responsible for the bypass pumping of sewage flows during the
completion of a similar pipeline project.
1.2 SUBMITTALS
A. Provide a detailed plan for the bypass pump operation. The plan shall include the
following items:
1.
Detailed layout of the temporary pumping system. Include layouts of the
pump station and forcemain. The layout shall include all redundant pumps
and forcemains.
2.
Pump suction piping size and layout.
3.
Pump equipment data sheets. Data sheets shall include a system head curve
along with a pump curve to verify its operating point. The system head curve
calculations shall be developed by the CONTRACTOR and be included
within the submittal for review.
4.
Forcemain diameter and material data sheets.
5.
Forcemain sizing calculations.
6.
Detailed list of personnel to be utilized for the bypass pump operation. The
list shall also include the local supplier of the by-pass pumps and forcemains.
7.
Detailed list of additional parts and equipment to be placed at the site should
the system not operate as intended.
8.
Additional temporary measures that are planned to be supplied to ensure safe
and reliable bypass pump operation.
9.
Detailed list of items and methods utilized to repair or replace items damaged
or modified due to the by-pass pump operation.
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B. The plan shall include a detailed daily schedule and a list of daily activities that
will be completed before, during, and after the bypass operation. Include all
personnel that are planned to work on the pipeline and the bypass pump operation.
C. Provide an emergency contact list for all of the personnel to be at the site. Include
all of the OWNER’s and ENGINEER’s personnel. Once the emergency contact
list is finalized, three (3) copies shall be printed, laminated, and placed at
locations along the bypass pump operation as determined by the OWNER.
PART 2 - PRODUCTS
2.1 MATERIALS
A. CONTRACTOR shall provide temporary piping, fittings, conduits, and all other
equipment to bypass sewer flow around the CONTRACTOR'S Work as required.
CONTRACTOR shall furnish all necessary labor supervision to set up and
operate the pumping system. Equipment shall be equipped with sound attenuation
devices to keep noise level within limits specified in the City of Chandler Codes
or stated in the Contract Documents. Bypass shall be of adequate capacity and
size to handle the required flows.
B. Bypass piping shall be polyethylene pipe with Standard PE Code Designation
PE3408 as defined in AWWA C906, have a minimum Cell Classification of PE
334434C as defined in ASTM D3350, and designed using Hydrostatic Design
Basis of 1,600 psi as specified in ASTM D2837. The physical properties of the
polyethylene pipe shall have minimum test values as specified in ASTM D3350.
Properties shall be substantiated with test data.
C. The polyethylene shall be designed by CONTRACTOR in accordance with the
procedures of AWWA Design Manual M55, applicable MAG standards and these
Specifications. All material properties used in design calculations shall be long-
term (time-corrected) values. CONTRACTOR shall be familiarized with site
conditions when preparing the pipe design.
D. CONTRACTOR shall calculate the required minimum wall thickness using the
following parameters:
1.
Modulus of Soil Reaction: E's = 500 psi (fully deteriorated).
2.
Unit Weight of Soil: w = 140 pcf.
3.
Vacuum Pressure: PV = 14.7 psi.
4.
Ground Water Depth Above Invert: h = 4 feet.
5.
Live Loads: AASHTO H-20.
6.
Safety Factor: N = 2.0.
7.
Internal Operating Temperature (Design): Tn = 24° C to 33° C.
8.
Minimum Depth of Cover: d = 2 feet.
9.
Maximum Depth of Cover: d =10 feet.
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10. Poisson's Ratio for Long Term Loading: m = 0.45.
11. Bedding Constant: K = 0.1.
12. Time Lag Factor: TL = 1.5.
13. Long Term Apparent Modulus of Elasticity: E = 23,000 psi.
14. Working Pressure: P = 110 psi.
15. Test Pressure: P = 150 psi.
16. Ovality Compensation Factor: f0 = 0.5.
17. Recurrent Surge Velocity: DVRS = 2.9 ft./sec.
18. Occasional Surge Velocity: DVOS = 6.2 ft./sec.
19. Bulk Modulus of Water: K = 300,000 psi.
20. Effective Modulus of Pipe Material: Ed = 150,000 psi.
21. Design Factor for use in AWWA M55 eq 4-1: DF = 0.5.
22. Allowable Deflection: As described in AWWA M55, Table 5-11.
E. CONTRACTOR shall maintain on-site sufficient equipment and materials to
ensure continuous and successful operation of the bypass and dewatering systems.
The CONTRACTOR shall maintain on-site a sufficient number of valves, tees,
elbows, connections, tools, sewer plugs, piping, and other parts or system
hardware to ensure immediate repair or modification of any part of the system as
necessary.
F. All equipment shall be placed on a new plastic tarp, adequately sized, and bermed
to protect against gasoline, oil, and hydraulic fluid spills.
PART 3 - EXECUTION
3.1 PROTECTION
A. In areas where flows are bypassed, all bypass flow shall be discharged to a
downstream sanitary sewer manhole following a bypass plan approved by the
OWNER and ENGINEER. No bypassing to ground surface receiving waters,
canals, storm drains, or bypassing which results in groundwater contamination or
potential health hazards shall be permitted in accordance with the General
Conditions.
3.2 DAMAGES
A. The CONTRACTOR shall repair, without cost to OWNER, any damage that may
result from his negligence, inadequate or improper mechanical or electrical
failures.
END OF SECTION
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SECTION 02200
EARTHWORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. This Section covers excavating, trenching, backfilling, and grading as indicated
on the Project Drawings, together with all incidental Work in connection
therewith, including subgrade preparation and restoration, legally disposing of
surplus and waste materials, and final site grading. Areas disturbed by
construction shall be graded and excavated or filled in such a manner that
completed items will conform to lines, grades, and elevations of surrounding area.
Drawings and General Provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to this
Section.
1.2 SUMMARY
A. This Section includes the following:
1.
Subbase course for walks and pavements.
2.
Excavating and backfilling trenches within building lines.
3.
Excavating and backfilling for underground mechanical and electrical
utilities and appurtenances.
4.
Placing on-site fill material.
B. Related Section: The following Section contains requirements that relate to this
Section.
1.
Section 02100, Site Preparation.
1.3 DEFINITIONS
A. Excavation consists of the removal of material encountered to subgrade elevations
and the reuse or disposal of materials removed.
B. Subgrade: The uppermost surface of an excavation or the top surface of a fill or
backfill immediately below subbase, drainage fill, or topsoil materials.
C. Borrow: Soil material obtained off site when sufficient approved soil material is
not available from excavations.
D. Subbase Course: The layer placed between the subgrade and base course in a
paving system or the layer placed between the subgrade and surface of a
pavement or walk.
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E. Base Course: The layer placed between the subbase and surface pavement in a
paving system.
F. Capillary Water Barrier: Course of clean sand or washed granular material placed
above a water barrier sheet supporting interior concrete slab-on-grade placed to
cut off upward capillary flow of pore water.
G. Unauthorized excavation consists of removing materials beyond indicated
subgrade elevations or dimensions without direction by the ENGINEER.
Unauthorized excavation, as well as remedial Work directed by the ENGINEER,
shall be at the CONTRACTOR'S expense.
H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs,
mechanical and electrical appurtenances, or other man-made stationary features
constructed above or below ground surface.
I.
Utilities include on-site underground pipes, conduits, ducts, and cables, as well as
underground services within building lines.
1.4 SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract and
Division 1 Specification Sections.
B. Samples of the following:
1.
60 lb. representative samples of each proposed fill and backfill soil material
from on-site or borrow sources.
C. Test Reports: In addition to test reports required under field quality control,
submit the following:
1.
Laboratory analysis of each soil material proposed for fill and backfill from
on-site and borrow sources.
2.
One optimum moisture-maximum density curve for each soil material.
D. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the
paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
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1.5 QUALITY ASSURANCE
A. Codes and Standards: Perform earthwork complying with requirements of
authorities having jurisdiction.
B. Pre-installation Conference: Before commencing earthwork, meet with
representatives of the governing authorities, OWNER, ENGINEER, consultants,
Geotechnical Engineer, independent testing agency, and other concerned entities.
Review earthwork procedures and responsibilities including testing and inspection
procedures and requirements. Notify participants at least three working days prior
to convening conference. Record discussions and agreements and furnish a copy
to each participant.
C. Soils Testing Service: CONTRACTOR shall employ, at his own expense, an
independent testing agency, certified in the State of Arizona, to perform all testing
services as specified herein. Selection of a testing agency is subject to
ENGINEER’S approval. Submit a written description of proposed soils testing
agency giving qualifications of personnel, equipment, and other information
which may be requested by ENGINEER.
1.6 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by
the OWNER or others except when permitted in writing by the ENGINEER and
then only after acceptable temporary utility services have been provided.
1.
Provide a minimum 48 hours' notice to the ENGINEER and receive written
notice to proceed before interrupting any utility.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. General: Provide approved borrow soil materials from offsite when sufficient
approved soil materials are not available from excavations.
B. Site Soils: The granular site soils may be used as fill in all areas of the site. The
clayey site soils shall not be used as subsurface wall or retaining wall backfill.
The clayey sand site soils may be used in all other areas provided these soils are
placed and compacted at moisture contents at or above optimum in exterior slab
and facility areas. All materials shall be free of organics, debris, and rubble.
C. Imported Soils: Additional fill required shall be imported soils meeting the
following requirements:
1.
Maximum Particle Size: 3-inches.
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2.
Maximum Swell Potential: 1.5% based on a sample which is remolded to
95% of the ASTM D698 maximum dry density at a moisture content of 2%
below optimum placed under a surcharge of 100 psf and wetted.
3.
Maximum Percent Passing No. 200 Sieve: 40.
4.
Corrosion Potential: Sulfate Content (ARIZ 733) = 1,000 ppm (max),
Chloride Content (ARIZ 733) = 500 ppm (max).
D. Backfill and Fill Materials: As shown in the Drawings.
E. Subbase and Base Material: Maricopa Association of Governments (MAG)
Specification Section 702 for Select (Subbase) Type A or B and aggregate base
(Base).
F. Engineered Fill: Site soils as describe above subbase or base materials or
aggregate base course (ABC) according to MAG Standard Specification Section
702.
G. Bedding Material: Subbase or base materials with 100% passing a 1-inch sieve
and not more than 8% passing a No. 200 sieve.
1.
If on-site material can be used as bedding material, the CONTRACTOR shall
take necessary steps to separate the suitable bedding material from the sandy
clay and sandy silt found on site. The bedding material must meet all
requirements of this Specifications Document and MAG Standard
Specification Section 601.
2.
If on-site material does not meet the bedding material requirements, the
CONTRACTOR shall supply the specified bedding material at no additional
cost to the OWNER.
H. Capillary Water Barrier:
1.
Washed, evenly graded mixture of crushed stone, or crushed or uncrushed
gravel, ASTM D448, coarse aggregate Grading Size 57, with 100% passing a
1-1/2-inch sieve and not more than 5% passing a No. 8 sieve.
2.
Clean, washed natural or manufactured, non-plastic sand.
3.
Either of the above soil materials.
I.
Filtering Material: Evenly graded mixture of natural or crushed gravel or crushed
stone and natural sand, with 100% passing a 1-1/2-inch sieve and 0% to 5%
passing a No. 50 sieve.
J.
Impervious Fill: Clayey gravel and sand mixture capable of compacting to a
dense state.
2.2 ACCESSORIES
A. Warning Tape: Acid- and alkali-resistant polyethylene film warning tape
manufactured for marking and identifying underground utilities, 6-inches wide
and 4 mils thick, continuously inscribed with a description of the utility.
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1.
Tape Colors: Provide tape colors to utilities as follows:
a.
Red: Electric.
b.
Yellow: Gas, oil, steam, and dangerous materials.
c.
Orange: Telephone and other communications.
d.
Blue: Water systems.
e.
Green: Sewer systems.
f.
Purple: Reclaimed Water
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect subgrades and foundation soils against freezing temperatures or frost.
Provide protective insulating materials as necessary.
B. Provide erosion control measures following the most current City of Chandler
Standards to prevent erosion or displacement of soils and discharge of soil-
bearing water runoff per the National Discharge Elimination System (NPDES) or
airborne dust to adjacent properties and walkways.
C. Tree protection as specified on the Drawings.
3.2 DEWATERING
A. Prevent surface water and subsurface or groundwater from entering excavations,
from ponding on prepared subgrades, and from flooding Project site and
surrounding area.
B. Protect subgrades and foundation soils from softening and damage by rain or
water accumulation.
3.3 EXCAVATION
A. Explosives: Do not use explosives.
B. Unclassified Excavation: Excavation is unclassified and includes excavation to
required subgrade elevations regardless of the character of materials and
obstructions encountered.
C. Classified Excavation: Excavation is classified and includes excavation to
required subgrade elevations. Excavation will be classified as earth excavation or
rock excavation as follows:
1.
Earth excavation includes excavation of obstructions visible on surface;
underground structures, utilities, and other items not indicated that we are
required to be demolished and removed; together with soil and other
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materials encountered that are not classified as rock or unauthorized
excavation.
a.
Intermittent drilling, blasting, or ripping to increase production and not
necessary to permit excavation of material encountered will be classified
as earth excavation.
3.4 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks and pavements to indicated cross sections,
elevations, and grades.
B. Pavement excavation, backfilling and compaction shall be as specified in MAG
Section 205.
3.5 EXCAVATION FOR UTILITY TRENCHES
A. Excavate trenches to indicated slopes, lines, depths, and invert elevations.
B. Trench excavation, backfilling and compaction shall be as specified in MAG
Section 601.
3.6 APPROVAL OF SUBGRADE
A. Notify the ENGINEER when excavations have reached required subgrade.
B. When the ENGINEER determines that unforeseen unsatisfactory soil is present,
continue excavation and replace with compacted backfill or fill material as
directed.
1.
Unforeseen additional excavation and replacement material will be paid
according to the Contract provisions for changes in Work.
C. Reconstruct subgrades damaged by freezing temperatures, frost, rain,
accumulated water, or construction activities, as directed by the ENGINEER.
3.7 UNAUTHORIZED EXCAVATION
A. Fill unauthorized excavation under foundations or wall footings by extending
indicated bottom elevation of concrete foundation or footing to excavation
bottom, without altering required top elevation. Lean concrete fill may be used to
bring elevations to proper position when acceptable to the ENGINEER.
1.
Fill unauthorized excavations under other construction as directed by the
ENGINEER.
B. Where indicated widths of utility trenches are exceeded, provide stronger pipe
which may require higher strength pipe than specified or different pipe material
depending on the limits of unauthorized excavation. Special installation
procedures maybe required by the ENGINEER.
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3.8 STORAGE OF SOIL MATERIALS
A. Stockpile excavated materials acceptable for backfill and fill soil materials,
including acceptable borrow materials. Stockpile soil materials without
intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to
prevent windblown dust.
1.
Stockpile soil materials away from edge of excavations. Do not store within
drip line of remaining trees.
3.9 BACKFILL
A. Backfill excavations promptly, but not before completing the following:
1.
Acceptance of construction below finish grade including, where applicable,
damp proofing, waterproofing, and perimeter insulation.
2.
Surveying locations of underground utilities for Record Documents.
3.
Testing, inspecting, and approval of underground utilities.
4.
Concrete formwork removal.
5.
Removal of trash and debris from excavation.
6.
Removal of temporary shoring and bracing, and sheeting.
7.
Installing permanent or temporary horizontal bracing on horizontally
supported walls.
B. Structural Backfill:
1.
General Structural Fill: Backfill with on-site material and compact to a
uniform minimum density of 95% of the maximum density as determined by
ASTM D698. Additional backfill material shall be added if required. Fill
material should be free from vegetation, debris, and deleterious material, and
should contain no particles larger than 6-inches in dimension. The plasticity
index shall not exceed 18 as determined by ASTM D4318. Fill shall be
placed in lifts no more than 8-inches and compacted to a minimum of 95% of
maximum dry density as determined by ASTM D698. Moisture content
during compaction shall be maintained within 2% of the optimum moisture
content, as determined by ASTM D698.
2.
CONTRACTOR may utilize ½ sack CLSM for backfill per MAG Section
604.
3.10 UTILITY TRENCH BACKFILL
A. Place and compact bedding course on rock and other unyielding bearing surfaces
and to fill unauthorized excavations. Shape bedding course to provide continuous
support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of
conduits.
B. Concrete backfill trenches that carry below or pass under footings and that are
excavated within 18-inches of footings. Place concrete to level of bottom of
footings.
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C. Provide 4-inch thick concrete base slab support for piping or conduit less than 2
feet 6-inches below surface of roadways. After installation and testing,
completely encase piping or conduit in a minimum of 4-inch of concrete before
backfilling or placing roadway sub-base.
D. Place and compact initial backfill of satisfactory soil material or sub-base
material, free of particles larger than 1-inch, to a height of 12-inches over the
utility pipe or conduit.
1.
Carefully compact material under pipe haunches and bring backfill evenly up
on both sides and along the full length of utility piping or conduit to avoid
damage or displacement of utility system.
E. Coordinate backfilling with utilities testing.
F. Fill voids with approved backfill materials as shoring and bracing, and sheeting is
removed.
G. Place and compact final backfill of satisfactory soil material to final subgrade.
H. Install warning tape directly above utilities, 12-inches below finished grade,
except 6-inches below subgrade under pavements and slabs.
3.11 SUBSURFACE DRAINAGE BACKFILL
A. Subsurface Drain: Place a layer of filter fabric around perimeter of drainage
trench or at footing, as indicated. Place a 6-inch compacted course of filtering
material on filter fabric to support drainage pipe. After installing and testing,
encase drainage pipe in a minimum of 6-inches of compacted filtering material
and wrap in filter fabric, overlapping edges at least 6-inches.
B. Drainage Backfill: Place and compact drainage backfill of filtering material over
subsurface drain, in width indicated, to within 12-inches of final subgrade.
Overlay drainage backfill with one layer of filter fabric, overlapping edges at least
6-inches.
C. Impervious Fill: Place and compact impervious fill material over drainage
backfill to final subgrade.
3.12 FILL
A. The following apply to the areas within and extending 5 feet beyond the footprint
of the facilities and exterior slabs.
1.
Clear and grub the site by removing and disposing of all vegetation, debris,
rubble, and remnants of former developments.
2.
Strip the area of all stockpiled fill zones, loose backfill zones, and unstable
soils. During stripping observe the surface for evidence of buried debris,
vegetation or disturbed materials that shall require additional removal. If
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encountered, these materials should be removed. Areas steeper than 5H to
1V shall be benched and any depressions widened to accommodate
compaction equipment.
3.
Prepare the ground surface in fill areas and in areas cut to grade by
scarifying, moisture conditioning and compacting the exposed surface soils
to a depth of 8-inches.
4.
Moisture condition and place all fill and backfill materials to achieve
specified grades. Fill materials shall be moisture conditioned, placed, and
compacted in horizontal lifts.
B. Place fill material in layers to required elevations for each location listed below.
1.
Under grass, use satisfactory excavated or borrow soil material.
2.
Under walks and pavements, use sub-base or base material, or satisfactory
excavated or borrow soil material.
3.
Under steps and ramps, use sub-base material.
4.
Under building slabs, use drainage fill material.
5.
Under footings and foundations, use engineered fill.
3.13 MOISTURE CONTROL
A. The moisture content of soil and base materials at the time of compaction shall be:
TYPE
AREA OF USE
MOISTURE CONTENT
On-site Granular
Structure, Exterior Slab
Optimum 3%
On-site Clayey Soils
Structure, Exterior Slab
Optimum to Optimum +3%
On-site Soils
Pavement
2% Below Optimum or Lower
Imported Soils
Structure, Exterior Slab,
Pavement
Optimum 3%
Base Material
Structure, Pavement
Optimum 3%
3.14 COMPACTION
A. Place backfill and fill materials in layers not more than 8-inches in loose depth for
material compacted by heavy compaction equipment, and not more than 4-inches
in loose depth for material compacted by hand-operated tampers.
B. Place backfill and fill materials evenly on all sides of structures to required
elevations. Place backfill and fill uniformly along the full length of each
structure.
C. Compact subgrade, fill, backfill, sub-base fill or base material to the following
minimum percent compaction of the ASTM D698 maximum dry density in each
lift:
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MATERIAL
MINIMUM COMPACTION
Soil:
Below foundations and pavement sections
(fill thickness less than 5 feet).
95%
Below foundations (fill thickness greater than
5 feet).
100%
Below concrete floor slabs (above footings).
90%
Subsurface wall backfill.
95%
Base Material (Subbase and Base Courses):
Below concrete floor slabs.
95%
Below pavement surfacing.
100%
Backfill (not adjacent to structures and beyond
exterior slab areas):
90%
3.15 GRADING
A. General: Uniformly grade areas to a smooth surface, free from irregular surface
changes. Comply with compaction requirements and grade to cross sections,
lines, and elevations indicated.
1.
Provide a smooth transition between existing adjacent grades and new
grades.
2.
Cut out soft spots, fill low spots, and trim high spots to conform to required
surface tolerances.
B. Site Grading: Slope grades to direct water away from buildings and to prevent
ponding. Finish subgrades to required elevations within the following tolerances:
1.
Lawn or Unpaved Areas: 0.10 feet.
2.
Walks: 0.10 feet.
3.
Pavements: 1/2-inch.
3.16 SUBBASE AND BASE COURSES
A. Under pavements and walks, place sub-base course material on prepared
subgrades. Place base course material over sub-bases to pavements.
1.
Shape sub-base and base to required crown elevations and cross-slope grades.
2.
When thickness of compacted sub-base or base course is 6-inches or less,
place materials in a single layer.
3.
When thickness of compacted sub-base or base course exceeds 6-inches,
place materials in equal layers with no layer more than 6-inches thick or less
than 3-inches thick when compacted.
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B. Pavement Shoulders: Place shoulders along edges of sub-base and base course to
prevent lateral movement. Construct shoulders at least 12-inches wide of
acceptable soil materials and compact simultaneously with each sub-base and
base layer.
3.17 FIELD QUALITY CONTROL
A. Testing Agency Services: Allow testing agency to inspect and test each subgrade
and each fill or backfill layer. Do not proceed until test results for previously
completed Work verify compliance with requirements.
1.
Perform field in-place density tests according to ASTM D1556 (sand cone
method), ASTM D2167 (rubber balloon method), or ASTM D2937 (drive
cylinder method), as applicable.
a.
Field in-place density tests may also be performed by the nuclear
method according to ASTM D2922, provided that calibration curves are
periodically checked and adjusted to correlate to tests performed using
ASTM D1556. With each density calibration check, check the
calibration curves furnished with the moisture gages according to ASTM
D3017.
b.
When field in-place density tests are performed using nuclear methods,
make calibration checks of both density and moisture gages at beginning
of Work, on each different type of material encountered, and at intervals
as directed by the ENGINEER.
2.
Trench Backfill: In each compacted initial and final backfill layer, perform
at least one field in-place density test for each 150 feet or less of trench, but
no fewer than two tests.
B. When testing agency reports that subgrades, fills, or backfills are below specified
density, scarify and moisten or aerate, or remove and replace soil to the depth
required, recompact, and retest until required density is obtained.
C. Minimum number of in-place density test are as follows:
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TEST LOCATION
FREQUENCY OF TEST
Utility Trench Bedding, Shading
and Backfill
1 Test every 300 L.F. of Trench
12” compacted lift
Manhole Backfill
1 Test every other 12” compacted lift –
Alternating sides of manhole
Structural Backfill or Retaining
Wall Backfill
1 test every 200 L.F.
12” compacted lift
Finished subgrade beneath On-Site
Pavements
1 test every 300 L.F. of Pavement or Fraction
thereof
ABC beneath On-Site Pavements
1 test every 300 L.F. of Pavement or Fraction
thereof
3.18 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and
erosion. Keep free of trash and debris.
B. Repair and re-establish grades to specified tolerances where completed or
partially completed surfaces become eroded, rutted, settled, or lose compaction
due to subsequent construction operations or weather conditions.
1.
Scarify or remove and replace material to depth directed by the ENGINEER;
reshape and recompact at optimum moisture content to the required density.
C. Settling: Where settling occurs during the Project correction period, remove
finished surfacing, backfill with additional approved material, compact, and
reconstruct surfacing.
1.
Restore appearance, quality, and condition of finished surfacing to match
adjacent work, and eliminate evidence of restoration to the greatest extent
possible.
3.19 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove waste material, including unsatisfactory soil, trash, and debris, and
legally dispose of it off the OWNER'S property.
END OF SECTION
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SECTION 02530
MANHOLES
GENERAL
1.1 SUMMARY
A. Furnish and install all polymer concrete manholes and accessories for sanitary
manholes as indicated on the Plans and as specified herein.
1.2 SECTION INCLUDES
A. Polymer Concrete Manholes.
1.3 RELATED SECTIONS
A. Section 01300, Submittals.
B. Section 02532, Manhole FRP Inserts
C. Section 15051, Buried Piping.
D. Section 15067, VCP Pipe.
E. Section 15120, Pipe Specialties and Accessories.
1.4 REFERENCES
A. ASTM C 478 (most current) Standard Specification for Precast Reinforced
Concrete Manhole Sections.
B. ASTM C 579 (most current) Standard Test Methods for Compressive Strength of
Chemical-Resistant Mortars, Grouts, Monolithic, Surfacing, and Polymer
Concretes.
C. ASTM C 443 (most current) Standard Specification for Joints for Concrete Pipe
and Manholes Using Rubber Gaskets.
D. ASTM C 580 (most current) Standard Test Method for Flexural Strength and
Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic
Surfacings, and Polymer Concretes.
E. ASTM C 857 (most current) Standard Practice for Minimum Structural Design
Loading for Underground Utility Structures.
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F. ACI 350-06 Code Requirements for Environmental Engineering Concrete
Structures & Commentary.
G. ACI 440.1R-15 Guide for the Design and Construction of Structural Concrete
Reinforced with Fiber-Reinforced Polymer (FRP) Bars.
H. ACI 548.6R-96 Polymer Concrete-Structural Applications State-of-the-Art
Report.
I.
ASTM D 648 (most current) Test Method for Deflection Temperature of Plastics
Under Flexural Load in Edgewise Position.
J.
ASTM D 6783 (most current) Standard Specification for Polymer Concrete Pipe.
K. ASTM D 2584 (most current) Test Method for Ignition Loss of Cured Reinforced
Resins.
L. ASTM C 923 (most current) Standard Specifications for Resilient Connectors
between Concrete Manholes Structures and Pipe.
M. ASTM C 990 (most current) Standard Specification for Joints for Concrete Pipe,
Manholes and Precast Box Sections using Preformed Flexible Joint Sealants.
N. ASTM C 497 (most current) Test Methods for Concrete Pipe, Manhole Sections,
or Tile.
O. All other applicable ASTM and ANSI Standards.
1.5 SUBMITTALS
A. Descriptive submittals shall be made in accordance with the Data Reference
Symbols defined in Section 01300, Submittals.
Item
Shop Drawings
O&M Manuals
All Manholes
C,D,E,F,H,I,L,
M,N,O
C,D,E,F,H,I,L,
M,N,O
B. Each Shop Drawing submittal shall include a hard copy of the relevant
Specification Section. Each and every paragraph of the Specification Section
shall be clearly marked to indicate whether the requirements for equipment and/or
services in the Specification Section are met. If clarifications are needed to any of
the paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
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PRODUCTS
2.1 MANHOLES
A. Provide polymer concrete manhole sections, monolithic base sections and related
components referencing to ASTM C 478. ASTM C 478 material and
manufacturing is allowed compositional and dimensional differences required by
a polymer concrete product.
B. Provide base riser section with monolithic floors, unless shown otherwise.
C. Provide riser sections joined with bell and spigot / ship-lap design seamed with
butyl mastic and or rubber gaskets (ASTM C 990) so that on assembly, manhole
base, riser and top section make a continuous and uniform manhole structure.
D. Construct riser sections for polymer concrete manholes from standard polymer
concrete manhole sections of the diameter indicated on drawings. Use various
lengths of polymer concrete manhole sections in combination to provide correct
height with the fewest joints.
E. Design wall sections for depth and loading conditions with wall thickness as
designed by polymer concrete manufacturer.
F. Provide tops to support AASHTO HS-20 or HL-93 or vehicle loading or loads as
required and receiving cast iron frame covers or hatches, as indicated on
drawings.
2.2 DESIGN CRITERIA:
A. Polymer Concrete Manhole risers, cones, flat lids, grade rings and manhole base
sections shall be designed by manufacturer to meet the intent of ASTM C 478
with allowable compositional and sizing differences as designed by the polymer
concrete manufacturer.
1.
AASHTO HS-20 or HL-93 design or as required loading applied to manhole
cover and transition and base slabs.
2.
Polymer manholes will be designed based upon live and dead load criteria in
ASTM C 857 and ACI 350-06.
3.
Unit soil weight of 120 pcf located above portions of manhole, including
base slab projections.
4.
Internal liquid pressure based on unit weight of 63 pcf.
5.
Dead load of manhole sections fully supported by polymer concrete manhole
base.
2.3 DESIGN:
A. Polymer Concrete Manhole risers, cones, flat lids, grade rings and manhole base
sections shall be designed by manufacturer to meet loading requirements of
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ASTM C 478, ASTM C 857 and ACI 350-06 as modified for polymer concrete
manhole design as follows:
1.
Polymer Concrete Mix Design shall consist of thermosetting resin, sand, and
aggregate. No Portland cement shall be allowed as part of the mix design
matrix. All sand and aggregate shall be inert in an acidic Environment.
2.
Reinforcement – Shall use acid resistant reinforcement (FRP Bar) in
accordance with ACI 440.1R-06 as applicable for polymer concrete design.
3.
The wall thickness of polymer concrete structures shall not be less than that
prescribed by the manufacturer’s design by less than 95% of stated design
thickness.
4.
Thermosetting Resin - The resin shall have a minimum deflection
temperature of 158° F when tested at 264 psi (1.820 mPa) following Test
Method D 648. The resin content shall not be less than 7% of the weight of
the sample as determined by test method D 2584. Resin selection shall be
suitable for applications in the corrosive conditions to which the polymer
concrete manhole structures will be exposed.
5.
Each polymer concrete manhole component shall be free of all defects,
including indentations, cracks, foreign inclusions and resin starved areas that,
due to their nature and degree or extent, detrimentally affect the strength and
serviceability of the component part. Cosmetic defect shall not be cause for
rejection. The nominal internal diameter of manhole components shall not
vary more than 2%. Variations in height of two opposite sides of risers and
cones shall not be more the 5/8 inch. The under run in height of a riser or
cone shall not be more than ¼ in/ft of height with a maximum of ½ inch in
any one section.
6.
Marking and Identification - Each manhole shall be marked with the
following information –
a.
Manufacturer’s name or trademark,
b.
Manufacturer’s location
c.
and Production Date.
7.
Manhole joints shall be assembled with a bell/spigot or shiplap butyl mastic
and/or gasketed joint so that on assembly, manhole base, riser and top section
make a continuous and uniform manhole. Joint sealing surfaces shall be free
of dents, gouges and other surface irregularities that would affect joint
integrity.
8.
Minimum clearance between wall penetrations and joints shall be per
manufacturer’s design.
9.
Construct invert channels to provide smooth flow transition with minimal
disruption of flow at pipe-manhole connections. Invert slope through
manhole is as indicated on drawings. All precast base sections to be cast
monolithically. Polymer bench and channel are to be constructed with all
polymer concrete material. Extended ballast slab requirements for buoyancy
concerns can be addressed with cementitious concrete material.
10. Provide resilient connectors conforming to requirements of ASTM C 923 or
other options as available. All connectors are to be water tight. Install
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Chandler Height Road Utility Relocations
approved resilient connectors at each pipe entering and exiting manholes in
accordance with manufacturer’s instructions.
2.4 QUALITY CONTROL
A. Facility Quality Control should be maintained by adhering to ISO 9001:2008 for
manufacturing. All fabricators will be ISO 9001:2008 Certified. All fabrication
will take place in an all polymer concrete fabrication facility. At no time will the
polymer concrete fabrication facility share the facility with a cementitious precast
product production facility. Fabricator is also to provide references of 5 previous
projects in the last 5 years performed with both OWNER and CONTRACTOR for
reference and review by owner. Polymer concrete shall be cast in a polymer only
facility and shall not be manufactured in a cementitious concrete facility.
2.5 GROUTING
A. All materials needed for grouting and patching will be a polyester mortar
compound provided by the manufacturer or an approved equal by the
manufacturer.
2.6 MANHOLE RINGS
A. All manhole rings shall be molded from high density polyethylene as defined in
ASTM specification D-4976.
2.7 MANHOLE COVERS
A. Manhole cover shall be made of non-metallic composite materials capable of
withstanding traffic loading requirements that meet or exceed HS-20 rating. The
cover shall be inert to corrosion and have a built-in rubber gasket seal to reduce
the escape of toxic gases and odors.
2.8 MANUFACTURER
A. Polymer Concrete Manholes:
1.
Armorock LLC, Boulder City, Nevada.
2.
Approved equal.
B. Manhole Rings:
1.
Ladtech Inc, Buffalo, MN.
2.
Approved equal.
C. Manhole Covers:
1.
Composite Access Products, McAllen, TX.
2.
Approved equal.
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EXECUTION
3.1 INSTALLATION
A. All manholes shall be constructed in accordance with MAG Standard Detail 420.
B. Workmanship shall be of the highest grade throughout and in accordance with the
best standard practice for this type of equipment.
END OF SECTION
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SECTION 02532
MANHOLE FRP INSERTS
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
Provide all labor, materials, equipment and incidentals as shown on the
Drawings, to furnish and install manhole Fiber Reinforced Polyester (FRP)
inserts.
B. General:
1.
Manholes shall conform in shape, size, dimensions, material, and other respects
to the details shown on the Drawings or as directed by ENGINEER.
2.
HDPE rings and covers shall be the standard frame and grate or cover, unless
otherwise shown on the Drawings, and shall be as specified in the Uniform
Standard Specifications for Public Works Construction by the Maricopa
Association of Governments (MAG).
3.
All proposed manholes shall not have access steps of any kind.
1.2 QUALITY ASSURANCE
A. Standard Specifications and Details:
1.
Conform to all applicable requirements of Section 625 and all applicable
requirements of Part No. 600 and 700 of the Uniform Standard Specifications
for Public Works Construction by MAG as supplemented by the City of
Chandler. If there is a conflict between MAG Standard Specifications and these
Specifications, the provision of these Specifications shall govern.
B. Reference Standards: Comply with the applicable provisions and recommendations
of the following, unless otherwise shown or specified.
1.
MAG Section 625, as supplemented by the City of Chandler.
2.
International Counsel Code:
a.
IBC - International Building Code - 2006.
3.
ASTM D-3753, Standard Specification for Glass-Fiber Reinforced Polyester
Manholes.
4.
ASTM C-581, Practice for Determining Chemical Resistance of Chemical
Thermosetting Resins Used in Glass-Fiber Reinforced Structures Intended for
Liquid Service.
5.
ASTM D-2412, Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel Plate Loading.
6.
ASTM D-695, Test Methods for Compressive Properties of Rigid Plastics.
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7.
ASTM D-2584, Test Method for Ignition Loss of Cured Reinforced Resins.
8.
ASTM D-790, Test Method for Flexural Properties of Unreinforced and
Reinforced Plastics and electrical Insulating Materials.
9.
ASTM D-2583, Test Method for Indentation Hardness of Rigid Plastics by
means of a Barcol Impressor.
10. AASHTO H-20, Axle Loading.
1.3 SUBMITTALS
A. Shop Drawings: Submit for approval the following:
1.
Drawings showing design and construction details of FRP insert, including
cutout locations, and installation procedures.
PART 2 - PRODUCTS
2.1 MANHOLE FRP INSERTS
A. Resin: The resins used shall be unsaturated, supplier certified, commercial grade
polyester resins. Mixing lots of resin from different manufacturers, or “odd-lotting”
of resins shall not be permitted. Quality-assurance records on the resin shall be
maintained. Non-pigmented resin is required to allow for light or “sand” color of
manhole surface in order to facilitate easy from grade interior inspection. UV
inhibitors shall be added directly to resins to prevent photodegradation.
B. Reinforcing Materials: The reinforcing materials shall be commercial grade “E” type
glass in the form of mat, continuous roving, chopped roving, roving fabric, or both,
having a coupling agent that will provide a suitable bond between the glass
reinforcement and the resin.
C. Surfacing Material: If reinforcing material is used on the surface exposed to the
contained substance, it shall be a commercial grade chemical-resistant glass or
organic surfacing mat having a coupling agent that will provide a suitable bond with
the resin.
D. Fillers and Additives: Fillers, when used, shall be inert to the environment and
manhole construction. Additives, such as thixotropic agents, catalysts, promoters,
etc., may be added as required by the specific manufacturing process to be used to
meet the requirements of this standard. However, calcium carbonate mixed by the
fabricator shall not be permitted. The resulting reinforced plastic material must meet
the requirement of this specification.
E. Laminate: The laminate shall consist of multiple layers of glass matting and resin.
The surface exposed to the sewer/chemical environment shall be resin rich and shall
have no exposed fibers.
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2.2 DESIGN CRITERIA
A. HDPE frames, covers, and similar required items shall be provided as specified in
Specification 02530 Manholes.
B. Design and Fabrication:
1.
Exterior Surface: The exterior surface shall be relatively smooth with no sharp
projections. Hand-work finish is acceptable if enough resin is present to
eliminate fiber show. The exterior surface shall be free of blisters larger than
0.5” in diameter, delamination and fiber show. Gel-coat or paint or other
coatings are not allowed.
2.
Interior Surface: The interior surfaces shall be resin rich with no exposed fibers.
Interior surface shall be smooth for improved corrosion resistance and reduced
sludge build-up. The surface shall be free of crazing, delamination, blisters
larger than 0.5” in diameter, and wrinkles of 0.125” or greater in depth. Surface
pits shall be permitted up to 6/ft2 if they are less than 0.75” in diameter and less
than 0.0625” deep. Voids that cannot be broken with finger pressure and that are
entirely below the resin surface shall be permitted up to 4/ft2 if they are less than
0.5” in diameter and less than 0.0625” thick. Gel-coat or paint or other coatings
are not allowed.
3.
Repairs: Any manhole repair is required to meet all requirements of this
specification.
4.
Manhole Lengths: Manhole lengths shall be in whole or 1/2-foot increments +/-
2”.
5.
Load Rating: The complete manhole shall have a minimum dynamic load rating
of 16,000 lbs. when tested in accordance with ASTM 3753, 8.4 (note 1). To
establish this rating the complete manhole shall not leak, crack, or suffer other
damage when load tested to 40,000 lbs. and shall not deflect vertically
downward more than 0.25” at the point of load application when loaded to
24,000 lb
6.
Stiffness: The cylindrical portion of the manhole is to be tested in accordance
with ASTM Method D 2412. The manhole cylinder shall have the minimum
pipe-stiffness values shown in the table below, when tested in accordance with
ASTM 3753, Section 8.5, (note 1).
Manhole Length (ft)
PSI
3 - 6
0.72
7 - 12
1.26
3 - 20
2.01
21 - 25
3.02
26 - 35
5.24
7.
Soundness: In order to determine soundness, an air or water test is to be applied
to the manhole test sample. While holding the pressure between 3-5 psi, the
entire manhole must be inspected for leaks. Any leakage through the laminate is
cause for failure of the test. Refer to ASTM 3753, Sec. 8.6.
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8.
Chemical Resistance: Per ASTM C 581; (see ASTM 3753, Section 8.7),
Flexural strength, flexural modulus, and barcol hardness are plotted versus time
on log-log coordinates. The line defined by these points is extrapolated to
100,000 hours. The minimum extrapolation retention allowed for any of these
properties is 50%. Test samples used are actual pieces of manhole or samples
manufactured in a manner consistent in every way with the manhole component
construction.
9.
Physical Properties:
Flexural Strength (cone): Hoop: 15.4 x 103 psi
Axial: 17.2 x 103 psi
Flexural Strength (pipe) Hoop: 22.5 x 103 psi
Axial: 14.3 x 103 psi
Compressive Strength:
8.9 x 103 psi
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: The manhole installation should strictly follow the manufacturers
recommended installation procedures.
1.
To Install the Fiberglass Manhole: Fiberglass manholes must be installed
according to Containment Solution’s Fiberglass Manhole Installation
Instructions. In addition to these instructions, local codes may apply and should
be consulted as applicable in manhole installation. Correct manhole installation
requires proper concrete foundation, good backfill and proper handling to
prevent manhole damage and insure long-term corrosion resistant service.
B. General Installation Outline: Containment Solution’s complete Manhole installation
instructions must be consulted before actual installation is performed.
1.
Prepare Excavation/Make Manhole Pipe Cut-Outs for stubout connections:
Prepare excavation in a normal manner. Excavation at manhole location should
be at least wide enough to accommodate the slab specified and to provide
working room around manhole. Insure the depth of manhole is sufficient to
allow at least one course of brick or one concrete ring for adjustment of ring and
cover at top of final grade. Pipe cut-outs at the flowline are made in manhole
prior to setting manhole in place over pipe in trench. Quarter marks have been
provided on barrel to facilitate alignment of cut-outs.
2.
Pour Concrete Base: Concrete slab base should be a minimum of 6” thick for up
to 48” diameter manholes (8” for larger diameter manholes). Concrete slab
should extend a minimum of 12” beyond manhole outside wall for manholes up
to 20’ in depth (24” up to 35’ in depth).
3.
Set Manhole: To lift manhole, insert an appropriately sized timber or steel beam,
8” longer than the cone top opening, crosswise inside the manhole to the
underside of the collar with a rope or chain attached to backhoe or other lifting
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device. Lower manhole into wet concrete base to a minimum depth of 4”.
Minimum 2” thick concrete bearing surface beneath bottom edge of the manhole
is required. Plumb manhole using standard bubble level and by moving manhole
with hands. Work concrete around manhole base and 6 inch minimum over
incoming lines. Inverts and laterals are made following standard procedures.
4.
Backfill: Backfilling is done just as soon as the concrete base has hardened
enough to provide sufficient support for manhole and fill. Native soil ( or sand,
in unstable areas), free of large stones, debris, or concrete chunks may be used
for backfill. Backfill should be place evenly around manhole in 12” maximum
lifts and should thoroughly tamped to 90% standard proctor density before the
next layer is installed. Backfill material shall be subject to approval by the
engineer.
5.
Bring to Grade: Construct chimney on flat shoulder of manhole using precast
concrete rings
3.2 GRADING RINGS
A. Grading rings shall be used for all precast manholes, where required. Grade rings
shall be a maximum of 12-inches in height, constructed on the roof slab or cone
section on which the manhole frame and cover shall be placed. The height of the
grade rings shall be such as is necessary to bring the manhole frame to the proper
grade.
3.3 GRADING AT MANHOLES
A. All manholes in unpaved areas shall be built, as shown on the Drawings or directed
by the ENGINEER, to an elevation higher than the original ground. The ground
surface shall be graded to drain away from the manhole. Fill shall be placed around
manholes to the level of the upper rim of the manhole frame, and the surface evenly
graded on a 1 to 5 slope to the existing surrounding ground, unless otherwise shown
on the Drawings or directed by the ENGINEER. The slope shall be covered with 4-
inches of top soil, seeded and maintained until a satisfactory growth of grass is
obtained.
B. Manholes in paved areas and areas receiving gravel shall be constructed to meet the
final surface grade as shown on the Drawings.
C. Sole responsibility for the proper height of all manholes necessary to reach the final
grade at all locations belongs to CONTRACTOR. Caution: ENGINEER'S review
of Shop Drawings for manhole components will be general in nature, provide an
adequate supply of random length precast manhole riser sections to adjust any
manhole to meet field conditions for final grading.
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3.4 MANHOLE WATERTIGHTNESS
A. All manholes shall be free of visible leakage. Each manhole shall be tested for leaks
and inspected, and all leaks shall be repaired in a manner subject to ENGINEER'S
approval. Manhole testing shall conform to the requirements of Section 15051,
Buried Piping Installation.
3.5 FLEXIBLE PIPE JOINT AT MANHOLE BASE
A. An approved flexible joint shall be provided between each pipe entering and exiting
the manhole. This may be accomplished by the installation in the manhole base of
the bell end of a pipe or by other means subject to approval of ENGINEER. Joints
shall be similar to the approved pipe joints. The joint into the manhole base shall be
completely watertight.
3.6 MANHOLE COVER AND FRAME INSTALLATION
A. Follow manufacturer's printed instructions and approved Shop Drawings.
B. Manhole lids shall be non-locking.
C. Set castings accurately to required location, alignment and elevation, plumb, level,
true and free of rack, measured from established lines and levels. Brace temporarily
or anchor temporarily in formwork.
D. Protection from Dissimilar Materials:
1.
Coat all aluminum surfaces in contact with dissimilar materials such as concrete,
masonry, steel and other metals as specified in Section 09900, Painting.
3.7 INSPECTION
A. The quality of all materials, the process of manufacture, and the finished sections
shall be subject to inspection and approval by the Engineer, or other representative of
the owner. Such inspections shall be made at the place of manufacture, or at site of
delivery, and the sections shall be subject to rejection on account of failure to meet
any of the specification requirements. Sections rejected after delivery to the job site
shall be marked for identification and shall be removed from the job at once. All
sections which have been damaged after delivery will be rejected, and if already
installed shall be acceptable if repaired or removed and replaced at the contractor’s
expense.
B. At the time of inspection the material will be examined for compliance with the
requirements of this specification and the approved drawings.
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3.8 MEASUREMENT
A. This item will be measured will be measured by each type of individual structure
completed. The depth will be measured from the flow line to the top of the rim. The
size shall be nominal inside diameter. This item includes, but is not limited to the
following:
1.
Structural excavation.
2.
Loading, hauling, and disposing of all excess material.
3.
Furnishing all labor and materials including fiberglass, concrete, mortar, bricks,
drop pipe and fittings, manhole rings and covers.
4.
Placing and compacting all backfill.
5.
Final Grading.
END OF SECTION
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SECTION 11295
HYDRAULIC VALVES
PART 1 - GENERAL
1.1 SUMMARY
A. Furnish and install all valves and valve accessories for water as indicated on the
Plans and as specified herein, including all appurtenances required for a complete
and operational installation.
1.2 SECTION INCLUDES
A. Gate valves.
B. In-line valves.
C. Valve appurtenances.
1.3 RELATED SECTIONS
A. Section 01300, Submittals.
1.4 REFERENCES
A. ANSI/AWWA C500 - Gate Valves.
B. ANSI/AWWA C509 - Resilient-Seated Gate Valves.
C. ANSI B16.1.
D. ANSI B46.1.
E. ASTM A126.
F. ASTM A269.
G. ASTM A48.
H. ASTM A536.
I.
ASTM A582.
J.
ASTM B271.
K. ASTM D429.
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L. ASTM D1784.
M. ASTM D2000.
N. ASTM F439.
O. All other applicable ASTM and ANSI Standards.
1.5 SUBMITTALS
A. Descriptive submittals shall be made in accordance with the Data Reference
Symbols defined in Section 01300, Submittals.
Item
Shop Drawings
O&M Manuals
All Valves
C,D,E,F,H,I,L,
M,N,O
C,D,E,F,H,I,L,
M,N,O
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 2 - PRODUCTS
2.1 GENERAL
A. All buried valves shall be provided with a valve box and cover.
2.2 GATE VALVES
A. Cast Iron Gate Valves:
1.
Gate valves shall conform to AWWA C509, 200 psi working pressure, resilient
seated, iron body, bronze mounted, non-rising stem. All valves shall have an
opening direction of counter-clockwise. All gate valves shall be as
manufactured by Clow Valve Co, Mueller Company, Kennedy Valve Co, or
American Flow Control.
2.
All aboveground gate valves shall have handwheel/lever/t-handle geared
operators or electric actuators as specified in the Valve Schedule and as shown
on the Drawings. All buried valves shall be equipped with valve box and cover
per City of Chandler standard details and either a handwheel and pedestal or
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with operating nut as specified and as shown on the Drawings. Valves
specified with an operating nut shall be installed with a ground level valve
position indicator.
2.3 INSERTION VALVES
A. Ductile Iron Valves:
1.
Gate valves shall conform to AWWA C509, 200 psi working pressure, resilient
seated, ductile iron body, non-rising stem. All valves shall have an opening
direction of counter-clockwise. All insertion valves shall be as manufactured
by Mueller Co or approved equal.
2.
All aboveground gate valves shall have handwheel/lever/t-handle geared
operators or electric actuators as specified in the Valve Schedule and as shown
on the Drawings. All buried valves shall be equipped with valve box and
extension stem per City of Chandler standard details and either a handwheel
and pedestal or with operating nut as specified and as shown on the Drawings.
Valves specified with an operating nut shall be installed with a ground level
valve position indicator.
2.4 COMBINATION AIR/VACUUM ASSEMBLIES
A. The combination air/vacuum assembly shall automatically vent small pockets of air
as they accumulate in the system while the system is operating and pressurized, or
discharge large volumes of air during the filling or draining of a pipeline or piping
system.
B. The main valve parts shall consist of a body and cover, float, seat, and internal lever
pins and retaining screws.
C. The valves shall be manufactured by
1.
Dorot DAV-P-2-NPT-KA,
2.
A.R.I. D-40.
3.
Approved equal.
2.5 VALVE APPURTENANCES
A. Valve Boxes: Provide each buried valve with a valve box as follows:
1.
Made of heavy pattern cast iron, two-piece adjustable telescoping type.
2.
Lower section shall enclose operating nut and stuffing box and rest on bonnet.
3.
Inside diameter shall be at least 4-1/2-inches.
4.
Provide extension stem and operating nut.
5.
Cover shall be heavy-duty cast iron with direction to open arrow cast in.
6.
Provide ground level valve position indicator for all buried valves.
2.6 SHOP PAINTING
A. The manufacturer shall paint all valves, floor boxes, and valve boxes as follows:
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1.
Clean and remove oil, grease, dirt, loose mill scale, and other foreign
substances from un-galvanized ferrous-metal surfaces.
2.
Solvent scrub with stiff bristle brush followed by brush-off abrasive blast
cleaning to a minimum surface profile depth of 1.5 mils.
3.
Valves, floor boxes, and valve boxes to be installed in exterior or buried
conditions shall have prime coat Series 69-1255 (beige) H.B. Epoxoline II; one
coat, 3-5 mils dry film thickness (DFT).
4.
Valves and floor boxes to be installed in interior exposure conditions shall have
prime coat Series 135 Chembuild; one coat, 3-5 mils DFT.
B. CONTRACTOR shall determine the quantity of each type of valve to the
manufacturer.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Valves of the various types and pattern shall be installed at the respective locations
as shown on the Drawings, listed in the valve schedule, and specified herein. All
appurtenances required for operation and control of the valves shall be included.
Joints and connections shall be made in accordance with applicable requirements
for pipeline or pipe joints. Valve stems shall be plumb and vertical unless otherwise
specifically shown. Each valve shall be adjusted for smooth and easy operation
and shall be watertight when placed in operation under maximum working pressure.
END OF SECTION
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SECTION 15050
PIPING SYSTEMS
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope: This Section specifies systems of process piping and general requirements
for piping systems. Detailed Specifications for the components listed on the Piping
System Specification Sheets are found in other Sections of Division 15,
Mechanical. This Section shall be used in conjunction with those Sections.
B. Related Sections:
1.
Section 02200, Earthwork.
2.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. This Section contains references to the following documents. They are a part of
this Section as specified and modified. In case of conflict between the requirements
of this Section and those of the listed documents, the requirements of this Section
shall prevail.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
AASHTO M36/M36M - Metallic (Zinc or Aluminum) Coated Corrugated
Steel Culverts and Underdrains.
2.
ANSI A13.1 - Scheme for the Identification of Piping Systems.
3.
ANSI B1.20.1 - Pipe Threads, General Purpose (Inch).
4.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
5.
ANSI B16.3 - Malleable Iron Threaded Fittings Class 150 and 300.
6.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
7.
ANSI B16. - Factory Made Wrought Steel Buttwelding Fittings.
8.
ANSI B16.11 - Forged Steel Fittings, Socket Welding and Threaded.
9.
ANSI B16.12 - Cast Iron Threaded Drainage Fittings.
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10. ANSI B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
11. ANSI B16.26 - Cast Copper Alloy Fittings for Flared Copper Tubes.
12. ANSI B31.1 - Power Piping.
13. ANSI B31.3 - Chemical Plant and Petroleum Refinery Piping.
14. ASME Section IX - Boiler and Pressure Vessel Code; Welding and Brazing
Qualifications.
15. ASTM A47 - Malleable Iron Castings.
16. ASTM A74 - Cast Iron Soil Pipe and Fittings.
17. ASTM A105/A105M - Forgings, Carbon Steel, for Piping Components.
18. ASTM A106 - Seamless Carbon Steel Pipe for High Temperature Service.
19. ASTM A126 - Standard Specification for Gray Iron Castings for Valves,
Flanges, and Pipe Fittings.
20. ASTM A197 - Cupola Malleable Iron.
21. ASTM A234/A234M - Pipe Fittings of Wrought Carbon Steel and Alloy Steel
for Moderate and Elevated Temperatures.
22. ASTM A312/A312M - Seamless and Welded Austenitic Stainless Steel Pipe.
23. ASTM A403/A403M - Wrought Austenitic Stainless Steel Piping Fittings.
24. ASTM A536 - Ductile Iron Castings.
25. ASTM A570/A570M - Hot Rolled Carbon Steel Sheet and Strip, Structural
Quality.
26. ASTM B88 - Seamless Copper Water Tube.
27. ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
28. ASTM C443-REV A - Standard Specification for Joints for Circular Concrete
Sewer and Culvert Pipe, Using Rubber Gaskets.
29. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
30. ASTM D1248 - Polyethylene Plastics Molding and Extrusion Materials.
31. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
32. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80,
and 120.
33. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR-PR).
34. ASTM D2513 - Thermoplastic Gas Pressure Pipe, Tubing, and Fittings.
35. ASTM D2665 - Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent
Pipe and Fittings.
36. ASTM D2996 - Filament Wound Reinforced Thermosetting Resin Pipe.
37. ASTM D3034 - Standard Specification for Type PSM Poly (Vinyl Chloride)
(PVC) Sewer Pipe and Fittings.
38. ASTM D3261 - Butt Fusion Polyethylene (PE) Plastic Fittings for
Polyethylene (PE) Plastic Pipe and Tubing.
39. ASTM D4174 - Cleaning, Flushing, and Purification of Petroleum Fluid
Hydraulic Systems.
40. ASTM D4101 - Propylene Plastic Injection and Extrusion Materials.
41. ASTM F441 - Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe,
Schedules 40 and 80.
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42. AWWA C105 - Polyethylene Encasement for Ductile-Iron Piping for Water
and Other Liquids.
43. AWWA C110 - Ductile Iron and Gray Iron Fittings, 3" Through 48", for Water
and Other Liquids.
44. AWWA C111 - Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure
Pipe and Fittings.
45. AWWA C115 - Flanged Ductile Iron and Gray Iron Pipe with Threaded
Flanges.
46. AWWA C151 - Ductile Iron Pipe, Centrifugally Cast in Metal Molds or Sand-
Lined Molds, for Water or Other Liquids.
47. AWWA C200 - Steel Water Pipe 6" and Larger.
48. AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe - 4" and Larger - Shop Applied.
49. AWWA C206 - Field Welding of Steel Water Pipe.
50. AWWA C207 - Steel Pipe Flanges for Waterworks Services - Sizes 4"
Through 144".
51. AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
52. AWWA C209 - Cold Applied Tape Coating for Special Sections, Connections,
and Fittings for Steel Water Pipelines.
53. AWWA C210 - Liquid Epoxy Coating Systems for the Interior and Exterior
of Steel Water Pipe.
54. AWWA C214 - Tape Coating Systems for the Exterior of Steel Water
Pipelines.
55. AWWA 301 - Pre-stressed Concrete Pressure Pipe, Steel Cylinder Type, for
Water and Other Liquids.
56. AWWA C303 - Reinforced Concrete Pressure Pipe, Steel Cylinder Type, Pre-
tensioned, for Water and Other Liquids.
57. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
58. AWWA C651 - Disinfecting Water Mains.
59. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4" Through 12", for
Water.
60. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
61. CISPI 301 - Specification Data for Hubless Cast Iron Sanitary System with
No-Hub Pipe and Fittings.
62. FEDSPEC L-C-530B(1) - Coating, Pipe, Thermoplastic Resin, or
Thermosetting Epoxy.
63. MIL-H-13528B - Hydrochloric Acid, Inhibited, Rust Removing.
64. MIL-STD-810C - Environmental Test Methods.
65. SAE J1227 - Assessing Cleanliness of Hydraulic Fluid Power Components and
Systems.
66. UPC - Uniform Plumbing Code.
C. Fittings and Coupling Compatibility:
1.
To assure uniformity and compatibility of piping components, fittings and
couplings for grooved end piping systems shall be furnished by the same
manufacturers.
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PART 2 - PRODUCTS
2.1 PIPING MATERIALS
A. Unless otherwise specified, piping materials including pipe, gaskets, fittings,
connection and joint assemblies, linings, and coatings shall be selected from those
listed on the Piping System Specification Sheets.
B. Piping materials shall conform to detailed specifications for each type of pipe and
piping appurtenance specified in other Sections of Division 15, Mechanical.
C. All piping shall be compatible with the fluid to which it is exposed.
D. All piping and valves to be used for the air release valve connections shall be copper
or brass material.
E. All piping which comes in contact with potable water shall have NSF 61
certification.
2.2 PIPING IDENTIFICATION
A. Plastic Tracer Tape:
1.
Tracer tape shall be per MAG Section 610, colored the same as the background
colors, as specified in Table A, Paragraph 3.5 of this Section.
2.
Tape shall be capable of stretching to twice its original length and shall be as
manufactured by Allen Systems, W. H. Brady Co., Seton Name Plate
Corporation, Marking Services, Inc., or approved equal.
3.
The message shall read "CAUTION _____ PIPE BURIED BELOW," with
bold letters approximately 2-inches high. The blank shall be filled with the
particular system fluid, such as chlorine, potable water line, or storm sewer
line. All lines shall have tracer tape.
2.3 VALVES
A. Valves of the same size and service shall be provided by a single valve
manufacturer. Packing shall be non-asbestos material. Actual length of valves
shall be within 1/16-inch () of the manufacturer's specified length. Flanges shall
meet the requirement of ANSI B16.5. Push-on and mechanical joints shall meet
the requirements of AWWA C111.
2.4 SUBMITTALS
A. Descriptive submittals shall be made in accordance with the Data Reference
Symbols defined in Section 01300, Submittals.
1.
Item
Shop Drawings
O&M Manuals
All Piping
A,C,D,E
A,C,D,E
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B. All additional submittal information shall be included with this submittal
information as noted in the Division 15, Mechanical, Pipe Material Specifications.
C. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Location:
1.
Piping shall be provided as specified, except for adjustments, to avoid
architectural and structural features.
B. Piping Sizes:
1.
Where the size of piping is not specified, the CONTRACTOR shall provide
piping of the sizes required by UPC. Unless specified otherwise, small piping
(less than 1-inch in diameter) required for services not described by UPC shall
be 1/2-inch.
C. Anchorage for Buried Piping:
1.
All plugs, caps, tees, and bends in buried pressure piping systems shall be
anchored by means of restrained joints as specified.
D. Bedding and Backfill:
1.
All 4-inch diameter and larger piping, the bedding and backfill shall be as
shown on the Contract Drawings.
2.
All pipe smaller than 4-inches in diameter shall conform to Section 02200,
Earthwork.
3.2 PIPING IDENTIFICATION
A. Pipe Coding:
1.
Pipe identification per Specifications Section 15051, Buried Piping
Installation.
B. Plastic Tracer Tape:
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Chandler Heights Road Utility Relocations
1.
A single line of tape, as specified in Paragraph 2.2.A of this Section, shall be
provided 2-1/2 feet above the centerline of buried pipe.
2.
For pipelines buried 8 feet or greater below finished grade, CONTRACTOR
shall provide a second line of tape 12-inches below finished grade, above and
parallel to each buried pipe.
3.
Tape shall be spread flat with message side up before backfilling.
C. Locator Tape:
1.
Detectable pipe locating tape, as specified in Section 2.2.B of this Section,
shall be installed per MAG Section 616.5.
3.3 TESTING
A. General:
1.
Upon completion of piping, but prior to application of insulation on exposed
piping, the CONTRACTOR shall test the piping systems in accordance with
the appropriate MAG and City of Chandler Specifications. Pressures, media,
and test durations shall be as specified in the PIPESPEC. Equipment which
may be damaged by the specified test conditions shall be isolated. Testing
shall be performed using calibrated test gages and calibrated volumetric
measuring equipment to determine leakage rates. Each test gage shall be
selected so that the specified test pressure falls within the upper half of the
gage's range. Unless otherwise specified, the CONTRACTOR shall notify the
ENGINEER 24 hours prior to each test.
2.
Unless otherwise specified, testing, as specified herein, shall include existing
piping systems that connect with new pipe systems. Existing pipe shall be
tested to the nearest existing valve. Any piping that fails the test shall be
repaired. Repair of existing piping will be considered and paid for as extra
Work.
3.
All blow off assemblies shall be removed after successful testing of the new
pipes as specified in the Drawings.
B. Liquid Systems:
1.
Pressure and leakage testing for water systems shall be in accordance with
MAG Section 610. Unless otherwise specified, leakage from other buried
liquid piping systems shall be less than 0.02 gallons per hour per inch diameter
per 100 feet of buried piping.
2.
Potable Water Systems Additional Requirements:
a.
The CONTRACTOR shall provide all vents, piping, plugs, bulkheads,
valves, bracing, blocking, pump, including measuring device and all other
equipment necessary for making the tests, except pressure gages.
b.
The pipe shall be tested between each valve or between a valve and the
closed end of the pipe.
c.
Pipe test section shall be limited to 1/2 linear mile, or less, unless
otherwise approved in writing by the Engineer. Testing cannot be done
against an existing valve. The new pipeline must be separated from any
potable system in such a way to prevent any potential for cross-
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contamination between the existing potable water system and the new
pipeline.
d.
The test shall be made after the backfilling is completed or compacted,
regardless of the compaction method.
e.
All connections, blow-offs, hydrants and valves shall be tested with the
main, where practical.
f.
The test section shall be slowly filled with potable water and all air shall
be vented from the line. The rate of filling shall be as approved by the
ENGINEER, with at least 24-hour notice required before filling is
scheduled.
C. Drains:
1.
Drain systems, other than pumped drain systems, shall be tested in accordance
with UPC.
3.4 CLEANING AND FLUSHING
A. General:
1.
Piping systems shall be cleaned following completion of testing and prior to
connection to operating, control, regulating, or instrumentation equipment.
2.
The CONTRACTOR may, at his option, clean and test sections of buried
piping systems. Use of this procedure, however, will not waive the
requirement for a full pressure test of the completed system.
3.
Unless specified otherwise, piping 24-inches in diameter and smaller shall first
be cleaned by pulling a tightly fitting cleaning ball or swab through the system.
4.
Piping larger than 24-inches in diameter may be cleaned manually or with a
cleaning ball or swab.
B. Liquid Systems:
1.
After completion of cleaning, liquid systems, unless otherwise specified, shall
be flushed with clean water.
C. Water Systems:
1.
For non-potable water systems, final flushing and microbiological testing, as
specified in MAG Section 611.15, is not required.
3.5 PIPING SPECIFICATION SHEETS (PIPESPEC)
A. Piping and valves for groupings of similar plant processes or types of service lines
are specified on individual piping specification sheets (PIPESPECS). Piping
services are grouped according to the chemical and physical properties of the fluid
conveyed and/or by the temperature or pressure requirements. Piping services
specified in the PIPESPECS and on the Drawings are alphabetically arranged by
designated service symbols.
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TABLE A - PIPING SERVICES
Symbol
Service
Fluid Category
Pipe Marker
Background Color
W
Potable Water
Liquid
Blue
SS
Sanitary Sewer
Liquid
Green
(The remainder of this page has been intentionally left blank)
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PIPING SYMBOL/SERVICE
SS / SANITARY SEWER
Refer to section 15067, Vitrified Clay Pipe.
PIPING SYMBOL/SERVICE
POT / POTABLE WATER
Medium:
Water.
Pressure:
As shown on buried and exposed
piping schedules. All requirements
of COC.
Duration:
2 hours.
Gasket Requirements:
Flange:
Red Rubber Gasket Material (SBR)
conforming to ASTM D1330.
Push-on/Mech. Cpl:
Nitrile or Neoprene. Areas within 35
foot SRP easement shall be fitted
with Fluoroelastomer Fluorel Viton
suitable for water service of up to
212oF.
Buried and Encased Pipes:
(See Drawings for pipe sizes and materials.)
2” and Smaller\
Copper Tube; ASTM B88, Type K, drawn.
Ref. Spec. Section 15064, Copper Pipe.
Copper Conn; Solder type with
threaded adapters.
Copper Ftgs; Wrought copper
or bronze, ANSI
B16.22.
Copper Interior Lining; None.
Copper Exterior Coating; None.
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4” and Larger
Ductile Iron; AWWA C151
with cement mortar lining. Ref.
Spec. Section 15061
Ductile Iron Conn; Restrained
push-on rubber gasket
joint. Flanged adapters
for valves and ends.
Ductile Iron Ftgs; Ductile iron
per Spec. Section
15061.
Ductile Iron Exterior Coating;
Bituminous Coated,
Polyethylene Wrap
Remarks:
1. Potable water lines shall be disinfected in
accordance with AWWA C651-92.
2. All piping, fittings, valves, and any other
material that comes in contact with
drinking water shall comply with
NSF Standards 60 and 61.
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PIPING SCHEDULE TABLES
1. Potable water lines shall be disinfected in accordance with AWWA C651-92.
2. All piping, fittings, valves, and any other material that comes in contact with drinking water shall comply with NSF Standards 60
and 61.
BURIED PIPE
SERVICE
DESCRIPTION
PIPE
SYMBOL
PIPE
MATERIAL SPECIFICATION CLASS/
TYPE
INTERIOR
LINING
EXTERIOR
COATING JOINT TYPE
TEST
PRESSURE
POTABLE WATER 4-
INCHES AND LARGER
W
DIP
15061
350
CM
BC/PE
MJ
PER 15051
POTABLE WATER 3-
INCHES AND SMALLER
W
COP
15064
K
NONE
P
BZ
PER 15051
SANITARY SEWER
SS
VCP
15067
Extra
Strength
N/A
N/A
CJ
PER 15051
END OF SECTION
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SECTION 15051
BURIED PIPING INSTALLATION
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to install and test all buried piping, fittings,
and specials. The Work includes, but is not limited to, the following:
a.
All types and sizes of buried piping, except those specified under other
Sections.
b.
Supports, restraints, and thrust blocks.
c.
Pipe encasements.
d.
Work on or affecting existing piping.
e.
Testing.
f.
Cleaning.
g.
Installation of all jointing and gasketing materials, specials, flexible
couplings, mechanical couplings, harnessed and flanged adapters,
sleeves, tie rods, and all other Work required to completing the buried
piping installation.
h.
Incorporation of valves, meters and special items shown or specified into
the piping systems as required and as specified in the appropriate Division
15, Mechanical Sections.
i.
Unless otherwise specifically shown, specified, or included under other
Sections, all buried piping work required begins at the outside face of
structures or structure foundations and extending away from structure.
B. Coordination:
1.
Review installation procedures under other Sections and coordinate with the
Work that is related to this Section.
2.
Section 15051, Buried Pipe Installation, specifies the installation of all buried
piping materials specified in Sections of Division 15, Mechanical. Coordinate
with these Sections.
C. Related Work Specified Elsewhere:
1.
Section 02200, Earthwork.
2.
Section 11295, Hydraulic Valves.
3.
Section 15050, Piping Systems.
4.
Section 15061, Ductile Iron Pipe.
5.
Section 15064, Copper Pipe.
6.
Section 15067, VCP Pipe.
7.
Section 15020, Piping Specialties and Accessories.
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1.2 QUALITY ASSURANCE
A. CONTRACTOR shall conform to all applicable requirements of Parts 600 and 700
of the Uniform Standard Specifications for Public Work Construction by the
Maricopa Association of Governments (MAG). If there is a conflict between MAG
Standard Specifications and these Specifications, the provisions of these
Specifications shall govern.
B. Requirements of Regulatory Agencies:
1.
Comply with requirements of UL, FM, and other jurisdictional authorities,
where applicable.
2.
Refer to the General and Supplementary Conditions regarding permit
requirements for this Work.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, except as otherwise shown or specified.
1.
ASTM D2321 - Practice for Underground Installation of Flexible Thermoplas-
tic Pipe.
2.
ASTM D2774 - Practice for Underground Installation of Thermoplastic
Pressure Piping.
3.
AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water
and Other Liquids.
4.
AWWA C111 - Rubber Gasket Joints for Ductile Iron Pressure Pipe and
Fittings.
5.
AWWA C200 - Steel Water Pipe.
6.
AWWA C205 - Cement Mortar Protective Lining and Coating for Steel Water
Pipe.
7.
AWWA C206 - Field Welding of Steel Water Pipe.
8.
AWWA C207 - Steel Pipe Flanges for Waterworks Service.
9.
AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings.
10. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
11. AWWA C606 - Grooved and Shouldered Joints.
12. AWWA C651 - Disinfecting Water Mains.
13. AWWA M11 - Steel Pipe - A Guide for Design and Installation.
14. AWWA M23 - PVC - Design and Installation.
15. AWWA M41 - Ductile Iron Pipe and Fittings.
16. ASCE MOP No. 37 - Design and Construction of Sanitary and Storm Sewers
17. Concrete Pipe Handbook - American Concrete Pipe Association.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
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Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the site to ensure uninterrupted progress of the Work.
B. Handle all pipe, fittings, specials, and accessories carefully with approved handling
devices. Do not drop or roll material off trucks. Do not otherwise drop, roll, or
skid piping.
C. Store pipes and fittings on heavy wood blocking or platforms so they are not in
contact with the ground.
D. Unload pipe, fittings, and specials opposite to or as close to the place where they
are to be installed as is practical to avoid unnecessary handling. Keep pipe interiors
completely free from dirt and foreign matter.
E. Inspect delivered pipe for cracked, gouged, chipped, dented, or other damaged
material and immediately remove defective pipe from site.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Required pipe materials are listed in the Piping Schedule. Refer to applicable
Sections for Material Specifications.
B. General:
1.
Marking Piping:
a.
Clearly mark each piece of pipe or fitting with a designation conforming
to those shown on the laying schedule and/or Shop Drawings.
b.
Cast or paint material, type, and pressure designation on each piece of
pipe or fitting 4-inches in diameter and larger. Each piece of steel pipe
shall be clearly marked with the thickness of the steel in the pipe wall.
c.
Pipe and fittings smaller than 4-inches in diameter shall be clearly marked
by manufacturer as to material, type, and rating.
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PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Installation of all pipe, fittings, valves, specials, and appurtenances shall be
subject to the review and/or approval of the ENGINEER.
2.
Install piping as shown, specified, and as recommended by the manufacturer
and in conformance with referenced standards, and approved Shop Drawings.
3.
Request instructions from ENGINEER before proceeding if there is a conflict
between the manufacturer's recommendations and the Contract Documents.
4.
All piping shall be inspected by the ENGINEER prior to installation.
ENGINEER'S inspection will not relieve CONTRACTOR or manufacturer
from responsibility for damaged products.
5.
All piping shall be carefully examined for cracks, damage, or other defects
before installation. Any piping that is defective, including but not limited to,
cracked, damaged, in poor condition, or with damaged linings or improper
markings shall be rejected unless the product can be repaired in a manner
acceptable to the manufacturer and ENGINEER. Any piping found to be
broken or defective after it has been installed shall be removed, replaced, or
repaired at the CONTRACTOR'S expense.
6.
Minimum earth cover over the piping shall be as shown on the Drawings,
specified or directed by the ENGINEER, but in no case shall the earth cover
be less than 4 feet for all piping.
7.
Required earthwork shall be as specified in applicable Sections of Division 2,
Site Work.
8.
Present all conflicts between piping systems and equipment, structures or
facilities to ENGINEER for determination of corrective measures before
proceeding.
9.
Take field measurements, where required, prior to installation to ensure proper
fitting of Work. The CONTRACTOR shall uncover the existing pipelines
sufficiently in advance of the proposed Work in order that the type and location
of the existing pipes and joints and other information required to fabricate the
proposed piping can be determined. It shall be the responsibility of the
CONTRACTOR to obtain whatever information is required to complete the
connections of the proposed pipelines to the existing pipelines. Refer to
Paragraph 3.3 of this Section, as applicable.
10. Interior of all piping and mating surfaces shall be inspected and all dirt, gravel,
sand, debris or other foreign material shall be completely removed from the
interior and mating surfaces before installation. Measures shall be taken to
maintain the interior of all piping clean until acceptance of the completed
Work. Care shall be taken to prevent foreign matter from entering joint space.
Bell and spigot mating surfaces shall be wiped clean immediately before
piping is laid. For ductile iron pipe, the bell and spigot mating surfaces shall
be thoroughly cleaned with a wire brush.
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11. Install piping accurately to line and grade shown, specified or directed, unless
otherwise approved by the ENGINEER. Accurate means of determining and
checking the alignment and grade shall be used, which shall be subject to the
approval of the ENGINEER. Any modifications to the Contract Documents
to suit the pipe manufacturer's standard shall be approved by the ENGINEER.
Remove and relay piping that is incorrectly installed, at CONTRACTOR'S
expense.
12. Do not lay piping in water, unless otherwise specified in these Specifications
or approved by the ENGINEER. Ensure that the water level in the trench is at
least 6-inches below the bottom of piping. Maintain a dry trench until jointing
and backfilling are complete, unless otherwise specified in these Specifications
or approved by the ENGINEER.
13. Where unforeseen conditions will not permit the installation of piping as
shown or specified, no piping shall be installed without approval of the
ENGINEER. Do not modify structures or facilities without approval of the
ENGINEER.
14. Start laying piping at lowest point and proceed toward the higher elevations,
unless otherwise approved by the ENGINEER. Slope piping uniformly
between elevations shown on the Drawings or as otherwise directed by the
ENGINEER.
15. Place bell and spigot piping so that the bells face the direction of laying, unless
otherwise approved by the ENGINEER.
16. Piping shall be installed so that the barrel of the piping, and not the joints,
receives the bearing pressure from the trench bottom or other bedding
condition.
17. No piping shall be brought into position until the preceding length, valve,
fitting, or special has been bedded and secured in place.
18. Whenever pipe laying is not actively in progress, the open ends of the piping
shall be closed by a temporary plug or cap to prevent soil, water, and other
foreign matter from entering the piping.
19. Field cutting of metallic piping, where required for inserting valves, fitting,
specials, and closures, shall be made with a machine specially designed for
cutting piping and in accordance with the manufacturer's instructions. Cuts
shall be carefully done, without damage to piping, so as to leave a smooth end
at right angles to the axis of the piping. Cut end shall be tapered and sharp
edges filed off smooth. Flame cutting shall not be permitted. Piping damaged
by the CONTRACTOR by improper or careless methods of cutting shall be
replaced or repaired at his expense.
20. Blocking under piping shall not be permitted, unless specifically approved by
ENGINEER for special conditions.
21. Protective linings and coatings shall be touched up prior to installation, where
required.
22. Except where bends, wyes or similar fittings are used, changes in alignment
and grade of the piping shall be made by deflecting joints or with beveled pipe.
Permissible joint deflection shall not exceed 75% of the amount allowed by
the manufacturer.
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23. All joints shall be made in the presence of the ENGINEER, or his duly
authorized representative, except as otherwise approved.
24. Special care shall be taken to ensure that each section of piping abuts against
the next in such a manner that there will be not shoulder or unevenness of any
kind along the piping invert.
25. Piping shall be rotated as required to place outlets in proper position.
26. Blind flanges and cleanouts shall be provided at locations shown on the
Drawings, specified, or required. Cleanouts on buried piping shall include all
pipes, fittings, and appurtenances required to bring cleanout to finished grade
and terminate in a flange and blind flange or suitably capped piping as shown.
Cleanout piping shall be same as that specified for the main run.
27. All gravity lines shall pitch uniformly at the grade shown or as specified or
approved.
28. Short pipe stubs, maximum 4 feet in length, shall be used at all manholes and
other wall faces, except as otherwise specified.
29. Field painting shall be accomplished after joints are made.
30. All piping shall be plugged watertight with a suitable cap or plug securely
fastened to the end of the piping at all contact interfaces.
31. CONTRACTOR shall notify ENGINEER in advance of backfilling
operations.
32. On steep slopes, take measures acceptable to ENGINEER to prevent
movement of the pipe during installation.
33. Thrust Restraint: During the installation of the pipe, thrust blocks, tied joints,
or proprietary restrained joint systems shall be provided wherever required for
thrust restraint. Thrust restraint shall conform to the applicable requirements
of Paragraph 3.2 of this Section.
34. Exercise care to avoid flotation when installing pipe in cast-in-place concrete.
B. Manufacturer's Installation Specialist:
1.
Provide the services of a competent installation specialist of the pipe
manufacturer when pipe laying begins if the CONTRACTOR is not
experienced in laying and jointing a particular type of pipe.
2.
Retain installation specialist at the site for a minimum of two days or until
competency of the pipe laying crew has been satisfactorily demonstrated.
C. Separation of Sewers and Potable Water Pipe Lines:
1.
Conform to the requirements of all applicable requirements of the Uniform
Standard Specifications for Public Work Construction by the Maricopa
Association of Governments (MAG).
D. Plugs:
1.
Temporarily plug installed pipe at the end of each day's Work or other
interruption to the installation of any pipe line. Plugging shall prevent the entry
of animals, liquids, or persons into the pipe or the entrance or insertion of
deleterious materials.
2.
Install standard plugs into all bells at dead ends, tees or crosses. Cap all spigot
ends.
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3.
Fully secure and block all plugs and caps installed for pressure testing to
withstand the specified test pressure.
4.
Where plugging is required for phasing of the Work or for subsequent
connection of piping, install watertight, permanent type plugs.
E. Bedding Pipe: Bed pipe as specified below and in accordance with the details
shown.
1.
Trench excavation and backfill and bedding materials shall conform to the
requirements of Section 02200, Earthwork, as applicable.
2.
Excavate trenches below the pipe bottom by an amount specified. Remove all
loose and unsuitable material from the trench bottom.
3.
Carefully and thoroughly compact all pipe bedding with hand held pneumatic
compactors.
4.
Do not lay pipe until the ENGINEER approves the bedding condition. If a
conflict exists, obtain clarification from ENGINEER before proceeding.
5.
No pipe shall be brought into position until the preceding length has been
bedded and secured in its final position.
F. Laying Pipe:
1.
Conform to manufacturer's instructions and requirements of the standards
listed below, where applicable:
a.
Ductile Iron Pipe: AWWA C600, AWWA C105.
b.
ASCE Manual of Practice No. 37.
G. Polyethylene Encasement:
1.
Provide polyethylene encasement for ductile iron piping to prevent contact
between the pipe and surrounding bedding material and backfill.
2.
Polyethylene may be supplied in tubes or in sheet material.
3.
Polyethylene encasement materials and installation shall be in accordance with
the requirements of MAG Section 610.5.
H. Jointing Pipe:
1.
Ductile Iron Mechanical Joint Pipe:
a.
Wipe clean the socket, plain end and adjacent areas immediately before
making joint. Make certain that cut ends are tapered and sharp edges are
filed off smooth.
b.
Lubricate the plain ends and gasket with soapy water or an approved pipe
lubricant, in accordance with AWWA C111, just prior to slipping the
gasket onto the plain end of the joint assembly.
c.
Place the gland on the plain end with the lip extension toward the plain
end, followed by the gasket with the narrow edge of the gasket toward the
plain end.
d.
Insert the pipe into the socket and press the gasket firmly and evenly into
the gasket recess. Keep the joint straight during assembly.
e.
Push gland toward socket and center it around pipe with the gland lip
against the gasket.
f.
Insert bolts and hand tighten nuts.
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g.
Make deflection after joint assembly, if required, but prior to tightening
bolts. Alternately tighten bolts 180 degrees apart to seat the gasket
evenly. The bolt torque shall be as follows:
Pipe Size
(inches)
Bolt Size
(inches)
Range of Torque
(ft-lbs)
3
5/8
45-60
4-24
3/4
75-90
30-36
1
100-120
42-48
1-1/4
120-150
h.
All bolts and nuts shall be heavily coated with two 10 mil minimum coats
of coal-tar epoxy coating as manufactured by Koppers, Tnemec, or equal.
i.
Restrained mechanical joints shall be in accordance with Section 15061,
Ductile Iron Pipe.
2.
Ductile Iron Push-On Joint Pipe:
a.
Prior to assembling the joints, the last 8-inches of the exterior surface of
the spigot and the interior surface of the bell shall be thoroughly cleaned
with a wire brush, except where joints are lined or coated with a special
protective lining or coating.
b.
Rubber gaskets shall be wiped clean and flexed until resilient. Refer to
manufacturer's instructions for procedures to ensure gasket resiliency
when assembling joints in cold weather.
c.
Insert gasket into joint recess and smooth out the entire circumference of
the gasket to remove bulges and to prevent interference with the proper
entry of the spigot of the entering pipe.
d.
Immediately prior to joint assembly, apply a thin film of approved
lubricant to the surface of the gasket which will come in contact with the
entering spigot end of pipe. CONTRACTOR may, at his option, apply a
thin film of lubricant to the outside of the spigot of the entering pipe.
e.
For assembly, center spigot in the pipe bell and push pipe forward until it
just makes contact with the rubber gasket. After gasket is compressed and
before pipe is pushed or pulled all the way home, carefully check the
gasket for proper position around the full circumference of the joint. Final
assembly shall be made by forcing the spigot end of the entering pipe past
the rubber gasket until it makes contact with the base of the bell. When
more than a reasonable amount of force is required to assemble the joint,
the spigot end of the pipe shall be removed to verify the proper positioning
of the rubber gasket. Gaskets which have been scoured, or otherwise
damaged, shall not be used.
f.
Maintain an adequate supply of gaskets and joint lubricant at the site at
all times when pipe jointing operations are in progress.
3.
Proprietary Joints:
a.
Pipe which utilizes proprietary joints such as Fastite, by American Cast
Iron Pipe Company, Tyton by U.S. Pipe Incorporated, restrained joints
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described under Paragraph 3.2 of this Section, or other such joints shall
be installed in strict accordance with the manufacturer's instructions.
4.
Mechanical Coupling Joints:
a.
Prior to the installation and assembly of mechanical couplings, the joint
ends shall be cleaned thoroughly with a wire brush to remove foreign
matter. Following this cleaning, lubricant shall be applied to the rubber
gasket or inside of the coupling housing and to the joint ends. After
lubrication, the gasket shall be installed around the joint end of the
previously installed piece and the joint end of the subsequent piece shall
be mated to the installed piece. The gasket shall be positioned and the
coupling housing placed around the gasket and over the grooved or
shouldered joint ends. The bolts shall be inserted and the nuts screwed up
tightly by hand. The bolts shall then be tightened uniformly in order to
produce an equal pressure on all parts of the housing. When the housing
clamps meet metal to metal, the joint is complete and further tightening is
not required.
I.
Backfilling:
1.
Conform to the applicable requirements of Section 02200, Earthwork.
2.
Place backfill as construction progresses. Backfill by hand and use power
tampers until pipe is covered by at least 1 foot of fill.
J.
Connections to Valves:
1.
Install valves as shown.
2.
Provide suitable adapters when valves and piping have different joint types.
3.
Provide thrust restraint at all valves at pipeline terminations.
K. Transitions from One Type of Pipe to Another:
1.
Provide all necessary adapters, specials and connection pieces required when
connecting different types and sizes of pipe or connecting pipe made by
different manufacturers.
L. Closures:
1.
Provide all closure pieces shown or required to complete the Work.
3.2 THRUST RESTRAINT
A. Provide thrust restraint on all pressure piping systems and where otherwise shown
and specified. Pipe joints shall be restrained as specified in Paragraph 3.2.C of this
Section.
B. Thrust restraint shall be accomplished by means of restrained pipe joints. Concrete
thrust blocks shall be used only when specifically shown on the Drawings or as
directed by the ENGINEER. Thrust restraints shall be designed for the axial thrust
exerted by the test pressure given in the Buried Piping Schedule.
C. Restrained Pipe Joints:
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1.
Pipe joints shall be restrained by means suitable to the type of pipe being
installed.
a.
Ductile iron push-on joints and mechanical joints shall be restrained
utilizing a proprietary restrained joint system such as American Fast-Grip
and American Flex-Ring Joint, MEGALUG Ductile Iron Pipe Restraints
as manufactured by EBAA Iron Inc., TR Flex Gripper Ring and TR Flex
Joints,, , and tie rods, or other system approved by ENGINEER.
b.
Pipe thrust restraint shall be in accordance with the Schedule of
Restrained Pipe Lengths and as noted on the Project Drawings.
2.
Schedule of Restrained Pipe Lengths: Restrained pipe lengths shall conform
to the requirements of AWWA M41 for ductile iron pipe. Restrained pipe
lengths shall be as shown on the Construction Plans. For pipe not specifically
illustrated on the Plans, CONTRACTOR shall submit a lay schedule
identifying restrained lengths complying with AWWA M41.
D. Concrete Thrust Blocks:
1.
Thrust blocks shall be constructed of Class “B” concrete, conforming to the
requirements of MAG.
2.
Blocks shall be placed against undisturbed soil as shown on Drawings or as
directed by the ENGINEER. Concrete shall be placed so that pipe joints and
fitting joints will be accessible for repair.
3.
Size of the concrete thrust blocks shall be per MAG details or as directed by
the ENGINEER.
4.
Concrete thrust blocks shall not be used for pipe restraint except where
specifically shown on the Drawings, or as approved by the ENGINEER.
3.3 WORK AFFECTING EXISTING PIPING
A. Location of Existing Piping:
1.
Locations of existing piping shown should be considered approximate.
2.
CONTRACTOR shall determine the true locations of existing piping to which
Work is to be performed, and locations of other facilities which could be
disturbed during earthwork operations, or which may be affected by
CONTRACTOR'S Work already installed.
B. Taking Existing Pipelines Out of Service:
1.
Do not take pipelines out of services, unless specifically provided for under
this Project or approved by ENGINEER.
2.
Notify ENGINEER at least 48 hours prior to taking pipeline out of service.
C. Work on Existing Pipelines:
1.
Cut or tap pipes as shown or required with machines specifically designed for
this Work.
2.
Install temporary plugs to prevent entry of mud, dirt, water, and debris.
3.
Provide all necessary adapters, fittings, pipe, and appurtenances required to
complete the Work.
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4.
Existing pipelines that are cut and abandoned shall be adequately capped or
filled with grout.
3.4 TESTING OF PIPING
A. General:
1.
Test all piping except as otherwise authorized by ENGINEER.
2.
Notify ENGINEER 48 hours in advance of testing.
3.
Provide all testing apparatus, including pumps, hoses, gauges, and fittings.
4.
Unless otherwise noted, pipelines shall hold specified test pressure for two
hours.
5.
Repair and retest pipelines that fail to hold specified test pressure or which
exceed the allowable leakage rate.
6.
Unless otherwise specified, test pressures required are at the lowest elevation
of the pipeline section being tested.
7.
Conduct all tests in the presence of ENGINEER.
8.
Advise local authorities having jurisdiction if their presence is required during
testing.
9.
All testing shall conform to the MAG Standard Specifications. In case of
contradiction with these Specifications the CONTRACTOR shall notify the
ENGINEER before proceeding with the testing.
B. Schedule of Pipeline Tests:
1.
Test piping at the test pressures listed in the Buried Piping Schedule and
respective pipe material specification.
2.
All piping shall be water tested after installation, except as otherwise specified
or directed by ENGINEER.
3.
For piping not included in the Schedule, the ENGINEER will notify
CONTRACTOR in writing of the test pressure to be used.
C. Pressure Test Procedure:
1.
Complete backfill and compaction at least to the pipe centerline before testing,
unless otherwise required or approved by ENGINEER.
2.
Allow concrete for thrust blocks to reach design strength before testing.
3.
Fill section to be tested slowly with water and expel all air. Install corporation
cocks, if necessary, to remove all air.
4.
Test only one section of pipe at a time.
5.
Apply specified test pressure for two hours and observe pressure gage. Check
carefully for leaks while test pressure is being maintained.
D. Leakage Testing:
1.
Conduct leakage test for all liquid piping after satisfactory completion of
pressure test.
2.
Allow concrete pipe to stand full of water at least 12 hours prior to starting
leakage test.
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3.
Maintain test pressure constantly for the minimum test period and accurately
measure the amount of water which must be added to maintain the test
pressure.
4.
Allowable Leakage Rates (in gallons per hour per 1,000 feet per inch
diameter):
a.
DIP Push-On or Mechanical Joints: 0.075.
b.
Copper, Steel, and Thermoplastic: None.
5.
Leakage Test Procedure:
a.
Examine exposed pipe, joints, fittings, and valves. Repair visible leakage
or replace the defective pipe, fitting, or valve.
b.
Refill the line under test to reach the required test pressure.
c.
Provide a test container filled with a known quantity of water at the start
of the test. Attach the test pump suction to the test container.
d.
Pump water from the test container into the line with the test pump to hold
the specified test pressure for the test period. Water remaining in the
container shall be measured and the amount used during the test shall be
recorded on the test report.
e.
Perform all repair, replacement, and retesting required because of failure
to meet testing requirements.
f.
Leakage shall be less than rate specified above.
3.5 DISPOSAL OF WATER
A. CONTRACTOR shall provide suitable means for disposal of test and flushing
water so that no damage results to facilities or waterways.
B. Means of disposal of test and flushing water shall be subject to the approval of
ENGINEER, local governing authorities, and regulatory agencies.
C. CONTRACTOR shall be responsible for any damage caused by his water disposal
operations.
3.6 CLEANING
A. Cleaning:
1.
Thoroughly clean all piping and flush prior to placing in service in a manner
approved by ENGINEER.
2.
Piping 24-inches in diameter and larger shall be inspected from inside and all
debris, dirt and foreign matter removed.
3.
If piping that requires disinfection has not been kept clean during storage or
installation, CONTRACTOR shall swab each section individually before
installation with a 5% hypochlorite solution, to ensure clean piping.
3.7 PIPING SCHEDULE
A. The following abbreviations are used in the Buried Piping Schedule:
1.
Service Abbreviations:
a.
Potable Water: W.
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b.
Reclaimed Water: RW.
2.
Material Abbreviations:
a.
Asbestos Concrete Pipe: ACP
b.
Chlorinated Polyvinyl Chloride: CPVC
c.
Copper Pipe: COP
d.
Ductile Iron Pipe: DIP
e.
Glass-Lined Ductile Iron Pipe: GDIP
f.
Galvanized Steel: GST
g.
Polyethylene: PE
h.
Polyvinyl Chloride: PVC
i.
Stainless Steel Pipe: SST
j.
Vitrified Clay Pipe: VCP
3.
Lining/Coating Abbreviations:
a.
Bituminous Coated: BC
b.
Cement Mortar Lined: CM
c.
Galvanized: GALV
d.
Glass Lined: GL
e.
Polyethylene Wrap: PE
f.
Protecto 401 Ceramic Epoxy: CE
g.
T-Lock: TL
h.
Painting: P (Painted per Section 09900)
4.
Joint Abbreviations:
a.
Bell and Spigot: BS
b.
Butt Wrapped: BW
c.
Flanged: FL
d.
Mechanical Joint: MJ
e.
Soldered: SD
f.
Solvent Welded: SW
g.
Welded: W
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BURIED PIPING SCHEDULE
Service
Material Interior
Lining
Exterior
Coating
Pressure Class
Joint
Test Pressure
(psig)
Potable Water (Up to
12-inch Diameter)
DIP
CML
BC,PE
350
MJ/BS
200
Potable Water (Less
than 2-inch
Diameter)
COP
N/A
PE
350
SD
200
Sanitary Sewer
ASTM
C700
VCP
N/A
N/A
Extra Strength
BS
3.5
END OF SECTION
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SECTION 15061
DUCTILE IRON PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and incidentals
as shown, specified, and required to furnish and install ductile iron pipe and
fittings.
2.
The extent of ductile iron pipe to be furnished is shown on the Drawings and
in the schedules included in Section 15051, Buried Piping Installation.
B. Definition: Where cast iron pipe is specified, the term and symbol shall mean
ductile iron pipe.
C. Related Work Specified Elsewhere:
1.
Section 02200, Earthwork.
2.
Section 11295, Hydraulic Valves.
3.
Section 15050, Piping Systems.
4.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall have a minimum of five years of
experience in the production of ductile iron pipe and fittings and shall show
evidence of satisfactory service in at least five installations.
B. Unless otherwise specified, references to documents shall mean the documents in
effect at the time of Advertisement for Bids or Invitation to Bid (or on the effective
date of the Agreement if there were no Bids). If referenced documents have been
discontinued by the issuing organization, references to those documents shall mean
the replacement documents issued or otherwise identified by that organization or,
if there are no replacement documents, the last version of the document before it
was discontinued. Where document dates are given in the following listing,
references to those documents shall mean the specific document version associated
with that date, whether or not the document has been superseded by a version with
a later date, discontinued, or replaced.
1.
ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25, 125, 250,
and 800.
2.
ANSI B16.5 - Pipe Flanges and Flanged Fittings.
3.
ASTM C150 - Portland Cement.
4.
AWWA C104 (ANSI A21.4) - Cement Mortar Lining for Ductile Iron and
Gray Iron Pipe and Fittings for Water.
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5.
AWWA C105 (ANSI A21.5) - Polyethylene Encasement for Ductile Iron
Piping for Water and Other Liquids.
6.
AWWA C110 (ANSI A21.10) - Ductile Iron and Gray Iron Fittings, 3"
Through 48", for Water and Other Liquids.
7.
AWWA C111 (ANSI A21.11) - Rubber Gasket Joints for Ductile Iron and
Gray Iron Pressure Pipe and Fittings.
8.
AWWA C115 (ANSI A21.15) - Flanged Ductile Iron and Gray Iron Pipe with
Threaded Flanges.
9.
AWWA C150 (ANSI A21.50) - Thickness Design of Ductile Iron Pipe.
10. AWWA C151 (ANSI A21.51) - Ductile Iron Pipe, Centrifugally Cast, in Metal
Molds or Sand-Lined Molds, for Water or Other Liquids.
11. AWWA C153 (ANSI A21.53) - Ductile Iron Compact Fittings, 3" Through
12" for Water and Other Liquids.
12. AWWA C600 - Installation of Ductile Iron Water Mains and Their
Appurtenances.
13. AWWA C606 - Grooved and Shouldered Type Joints.
14. MAG - Uniform Standard Specifications and Details for Public Work
Construction.
15. City of Chandler Unified Standard Specifications.
1.3 SUBMITTALS
A. Shall be in accordance with Section 15050, Piping Systems, submittal information.
B. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the paragraphs
in the Specification Section, they shall be addressed next to the paragraph or in an
attached letter as such and explained further with any additional information
necessary. If any exceptions and/or deviations are proposed to any of the
Specifications, they shall be clearly noted as such in the submittal, and an
explanation of any deviation and/or exception shall be provided. The
CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
PART 2 - PRODUCTS
2.1 GENERAL
A. Pipe design, materials, and manufacturer shall comply with the following
documents:
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ITEM
DOCUMENT
Thickness Design
AWWA C150
Manufacturing Requirements:
Water or Other Liquid
AWWA C151
Gravity Service Pipe
ASTM A716
Joints:
Rubber Gasket
Threaded Flange
AWWA C111
AWWA C115
Fittings:
Water or Other Liquid
AWWA C110/AWWA C153
Cement Mortar Lining
AWWA C104
Polyethylene Encasement
AWWA C105
2.2 PIPE
A. Unless otherwise specified, ductile iron pipe shall be Pressure Class 350 for below
ground installations and Special Thickness Class 53 for above ground.
B. For grooved end pipe or flanged end, wall thickness shall be minimum Class 53,
except where the specified pressure requires heavier pipe.
C. All ductile iron pipes shall conform to the requirements of MAG Standard
Specification Section 750 "Iron Water Pipe and Fittings."
D. All ductile iron pipes shall be as manufactured by American Cast Iron Pipe
Company, U.S. Pipe, Griffin Pipe Products Company, or approved equal.
2.3 GASKETS
A. Unless otherwise specified, gasket stock shall be a synthetic rubber compound in
which the elastomer is nitrile or neoprene.
B. The compound shall contain not less than 50% by volume nitrile or neoprene and
shall be free from factice, reclaimed rubber, and other deleterious substances.
C. Gaskets shall comply with AWWA C111 for push-on and mechanical joints, and
with AWWA C606 for grooved end joints.
D. For high temperature gaskets refer to section 15050, Piping Systems.
2.4 FITTINGS
A. Parent pipe and branch outlets shall be centrifugally cast ductile iron pipe designed
in accordance with ANSI/AWWA C150/A21.50 and manufactured in accordance
with ANSI/AWWA C151/A21.51. Minimum class shall be Thickness Class 53.
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B. Ends shall be flanged, restrained mechanical joint, or restrained push-on to suit the
condition specified, except for transmission mains where indicated otherwise on
the Drawings.
C. The AWWA C153 compact ductile iron fittings in sizes 3-inches through 12-inches
are an acceptable substitute for standard fittings, unless otherwise specified.
D. Long radius elbows shall be provided where specified.
E. Welded-on outlets shall be limited to branch outlets having a nominal diameter less
than 70% of the nominal diameter of the main line pipe (maximum size of 30-
inches). Welded-on outlets may be provided for tees, tangential outlets, or lateral
outlets fabricated at a specific angle to the main line pipe as shown on the Drawings.
Welded-on outlets shall be fabricated by the pipe manufacturer at the same facility
where the pipe is produced. The pipe cement mortar lining shall only be applied or
repaired after the outlet has been welded on at the manufacturing facilities where
the pipe is produced. The pipe manufacturer shall have a minimum of five years
experience in the fabrication and testing of outlets of similar size and configuration
as shown on the Drawings or specified herein.
F. Weldment for welded-on outlets shall be based on the method described in Section
VII of the ASME Unified Pressure Vessel Code. Reinforcing welds shall be placed
using Ni-Rod FC 55 cored wire or Ni-Rod 55 electrodes manufactured by INCO
Alloys (or an electrode with equivalent performance properties). Carbon steel
electrodes are not acceptable.
G. All ductile iron pipe fittings shall be as manufactured by the same manufacturer as
the ductile iron pipe.
2.5 JOINTS
A. Push-On Joints:
1.
Push-on joints shall be the rubber ring compression type suitable for buried
service. Unrestrained push-on joints shall be Fastite Joint as manufactured by
American Cast Iron Pipe Company, the Tyton Joint as manufactured by U.S.
Pipe, or equal. This joint is not permitted on fittings or specials, unless
otherwise specified. Push-on joints shall have an allowable deflection of up to
5 degrees at specified pressures. Joint assembly and field cuts shall be made
in strict conformance with AWWA C600 and pipe manufacturer's
recommendations.
B. Flange Assemblies:
1.
Unless otherwise specified, flanges shall be ductile iron and shall be threaded-
on flanges conforming to ANSI/AWWA A21.15/C115 or cast-on flanges
conforming ANSI/AWWA A21.10/C110.
2.
Flanges shall be adequate for 250 psi working pressure.
3.
Bolt circle and bolt holes shall match those of ANSI B16.1, Class 125 flanges
and ANSI B16.5, Class 150 flanges.
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4.
Where specified, flanges shall be threaded-on or cast-on flanges conforming
to ANSI B16.1, Class 250.
5.
Unless otherwise specified, bolts and nuts for flange assemblies shall conform
with the requirements of Section 15120, Piping Specialties and Accessories.
Gaskets shall be as specified with the requirements of Section 15120, Piping
Specialties and Accessories.
C. Mechanical Joints:
1.
Where specified, restrained mechanical joints shall be the positive restraint
type. Mechanical joints with retainer glands are not acceptable.
2.
Locked mechanical hydrant tees, bends, and adapters are an acceptable
substitute for anchoring fire hydrants and valves to the pipe main.
D. Restrained Joints:
1.
Unless otherwise specified, restrained joints shall be flanged or grooved end
for exposed service and push-on or grooved end for buried service. Restrained
pipe shall be applied the entire length of pipe as shown on the Construction
Drawings.
2.
Restrained joints for pipe shall be:
a.
TR Flex Gripper Ring and TR Flex joint products with exact
specifications as manufactured by US Pipe
b.
American Fast Grip and Flex-Ring joint as manufactured by American
Cast Iron Pipe Company
c.
MEGALUG Ductile Iron Pipe Restraints as manufactured by EBAA Iron
Inc.
d.
Or equal.
3.
Restrained joints for fittings shall be:
a.
Series 1100 megalug restraint produced by EBAA Iron, Inc.
b.
Series 3000-30000S Stargrip by Star Pipe Products
c.
Sigma DIP One Lok SLDE Series
d.
Tyler Union Tuf Grip Restraint
4.
Restrained joints shall be capable of being deflected after full assembly.
5.
Joint assembly shall be in strict conformance with AWWA C600 and
manufacturer's recommendations.
6.
No field cuts of restrained pipe are permitted without prior approval of the
Construction Manager.
E. Bolts and Nuts:
1.
Corrosion-resistant bolts and nuts for use with ductile iron joints shall be high-
strength, low-alloy steel as specified in ANSI/AWWA C111/A21.11.
2.
Below grade installations require type 316 stainless steel.
2.6 PIPE COATING
A. Unless otherwise specified, pipe and fittings shall be coated with asphaltic material
as specified in AWWA C151.
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B. Polyethylene Encasement:
1.
All buried ductile iron pipe and fittings shall be wrapped with polyethylene
film in tube form as specified in AWWA C105 and MAG Section 610.
2.7 PIPE LINING
A. Cement mortar lining.
B. Unless otherwise specified, interior surfaces of pipe and fittings shall be cement
mortar lined in accordance with AWWA C104.
C. Cement shall be ASTM C150, Type II or V, low alkali, containing less than 0.60%
alkalies.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1.
Piping runs specified on the Drawings shall be followed as closely as possible.
Proposed deviations shall be submitted in accordance with Section 01300,
Submittals.
2.
Pipe shall be installed in accordance with AWWA C600 and MAG Section
610.
B. Insulating Sections:
1.
Where a metallic non-ferrous pipe or appurtenance is connected to ferrous pipe
or appurtenance, an insulating section shall be provide.
C. Anchorage:
1.
Anchorage shall be provided as specified. Calculations and Drawings for
proposed alternative anchorage shall be submitted in accordance with Section
01300, Submittals.
3.2 ACCEPTANCE TESTING
A. Hydrostatic pressure tests shall be conducted in accordance with Section 4 of
AWWA C600, except that test pressures and allowable leakage shall be as listed in
Section 15050, Piping Systems.
B. The CONTRACTOR shall conduct the tests in the presence of the ENGINEER
and/or OWNER.
C. All welded-on outlets shall be rated for a working pressure of 250 psi and must
have a minimum safety factor of 2.0 based on proof of design hydrostatic test
results.
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D. Prior to the application of any coating or lining in the outlet area all weldments for
branch outlets to be supplied on this project shall be subject to an air pressure test
of at least 15 psi. Air leakage is not acceptable. Any leakage shall be detected by
applying an appropriate soapy water solution to the entire exterior surface of the
weldment and adjoining pipe edges or by immersing the entire area in a vessel of
water and visually inspecting the weld surface for the presence of air bubbles. Any
weldment that shows signs of visible leakage shall be repaired and retested in
accordance with the manufacturer's written procedures.
3.3 POLYETHYLENE TUBE
A. Polyethylene encasement shall be used on all buried ductile iron pipe, unless
otherwise specified. Installation of polyethylene shall be as specified in MAG
Section 610 and these Specifications. Pipe, fittings, valves, and couplings shall be
wrapped. Fittings that require concrete backing shall be wrapped prior to placing
the concrete.
B. The polyethylene tube seams and overlaps shall be wrapped and held in place by
means of a 2-inch wide plastic backed adhesive tape. The tape shall be Polyken
No. 900 (polyethylene), Scotchwrap No. 50 (polyvinyl), or equal. The tape shall
be such that the adhesive shall bond securely to both metal surfaces and
polyethylene film. Bedding and initial backfill for polyethylene wrapped pipe shall
be a well-graded granular material which will not cut or damage the polyethylene
tube during placement and backfilling. Sharp angular material over 0.5-inches shall
not be used with polyethylene encasement.
END OF SECTION
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SECTION 15064
COPPER PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment and
incidentals, as shown, specified, and required to furnish and install copper
pipe and fittings.
2.
The extent of copper pipe is shown and specified in the schedules included in
Sections 15051, Buried Piping Installation.
3.
All jointing materials, end caps, and other appurtenances and accessories
shall be provided.
4.
It is the intent of the Contract Documents to provide complete and workable
piping systems. Any supplementary fittings and appurtenances required for
proper completion of the Work shall be considered as having been included
under this Section.
B. Related Sections:
1.
Section 02200, Earthwork.
2.
Section 15051, Buried Piping Installation.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1.
Manufacturer shall have a minimum of five years of experience in the
production of copper pipe and fittings, and shall show evidence of
satisfactory service in at least five installations.
2.
Each type of pipe and fitting shall be obtained from no more than one
manufacturer.
B. Requirements of Regulatory Agencies: Comply with the applicable provisions of
the following regulatory agencies, where applicable:
1.
Underwriters' Laboratories, Inc.
2.
National Fire Protection Association.
3.
ASME, Boiler and Pressure Vessel Code.
4.
State and Local Building Codes and Ordinances.
5.
Uniform Plumbing Code.
C. Reference Standards: Comply with applicable provisions and recommendations
of the following, except as otherwise shown or specified.
1.
ANSI B16.22, Wrought Copper and Copper Alloy Solder Joint Pressure
Fittings.
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2.
ANSI B16.26, Cast Copper Alloy Fittings for Flared Copper Tubes.
3.
ASTM B32, Specification for Solder Metal.
4.
ASTM B42, Specification for Standard Size Seamless Copper Pipe.
5.
ASTM B68, Specification for Bright Annealed Seamless Copper Tube.
6.
ASTM B75, Specification for Seamless Copper Tube.
7.
ASTM B88, Specification for Seamless Copper Water Tube.
8.
ASTM B280, Specification for Seamless Copper Tube for Air-Conditioning
and Refrigeration Field Service.
9.
ASTM B302, Specification for Threadless Copper Pipe.
10. ASTM B306, Specification for Copper Drainage Tube (DWV).
D. Inspection: The quality of all materials provided and adequacy of installation
shall be subject to the review and approval of the ENGINEER.
1.3 SUBMITTALS
A. Shop Drawings: Submit for approval the following:
1.
Detailed drawings and data on pipe fittings and appurtenances. Submit these
with Shop Drawings required under Section 15051, Buried Piping
Installation.
B. Certificates: Where specified or otherwise required by the ENGINEER, submit
test certificates. Submit Certificates of Compliance with referenced standards.
C. Each Shop Drawing submittal shall include a hard copy of the relevant
Specification Section. Each and every paragraph of the Specification Section
shall be clearly marked to indicate whether the requirements for equipment and/or
services in the Specification Section are met. If clarifications are needed to any of
the paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Refer to Section 15051, Buried Piping Installation.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Threadless Copper Pipe: Pipe shall be assembled with brazing-joint pipe fittings.
Material shall conform to ASTM B302.
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B. Couplings and Fittings for Copper Tubing:
1.
Unless otherwise specified, couplings for copper tubing 2-inch and smaller
nominal diameter shall be compression type, bronze or brass, capable of
holding the full bursting strength of the tubing and shall meet the
requirements of ANSI B16.26.
2.
Product and Manufacturer: Provide fittings and couplings for copper tubing
by one of the following:
a.
Swagelok.
b.
Gyrolok.
c.
Or equal.
C. No galvanized pipe or fittings shall be used for this installation.
2.2 JOINTING
A. Reclaimed water piping shall be assembled with soldered type joints. Fittings
shall conform to ANSI B 16.22, Wrought Copper and Copper Alloy Solder Joint
Pressure Fittings.
B. Soldered joints shall be 95-5 tin-antimony solder, conforming to ASTM B32.
C. All joints shall conform to manufacturer's recommendations and shall be made by
skilled workmen.
D. Joints shall develop full strength and shall be greater than the pipe joined.
2.3 MARKING
A. All items shall be marked or labeled with the following information:
1.
Metal or alloy designation.
2.
Temper.
3.
Size and schedule.
4.
ASTM specification number.
5.
Name and location of supplier.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Refer to Section 15051, Buried Piping Installation, for installation, testing and
cleaning.
B. Dielectric Protection: Copper tubing or fittings shall not be permitted to come in
contact with steel piping, reinforcing steel, or other steel at any location.
Electrical checks shall be made to ensure no contact is made between copper
tubing and steel elements. Wherever electrical contact is demonstrated by such
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test, CONTRACTOR shall provide dielectric protection as specified in Section
15120, Piping Specialties and Accessories.
C. All copper piping being buried shall be provided with a protective covering or
wrapping such as polyethylene wrap as specified in MAG Section 610.6 –
Polyethylene Corrosion Protection.
END OF SECTION
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SECTION 15067
VITRIFIED CLAY PIPE
PART 1 - GENERAL
1.1 SUMMARY
A. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as
shown on the plans, specified and required to furnish and install vitrified clay pipe,
fittings and appurtenances.
B. The CONTRACTOR shall replace all existing roadway pavement, utility services,
ditches, monuments and other existing structures to their original condition.
C. Any pipe, which does not meet specifications or has been rejected, shall be removed
from the job site at no cost to the owner.
D. The extent of vitrified clay pipe is shown within the Drawings and in the schedules
included in Section 15051, Buried Piping Installation.
1.2 SECTION INCLUDES
A. Vitrified Clay Pipe (VCP).
1.3 RELATED SECTIONS
A. Section 02200, Earthwork.
B. Section 15050, Piping Systems.
C. Section 15051, Buried Piping Installation.
1.4 REFERENCES
A. National Clay Pipe Institute (NCPI) Engineering Manual
B. ASTM C12 – Standard Practice for Installing Vitrified Clay Pipe
C. ASTM C301 – Test Methods for Vitrified Clay Pipe
D. ASTM C425 – Compression Joints for Vitrified Clay Pipe and Fittings
E. ASTM C700 – Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated
F. ASTM C828 – Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines
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G. ASTM C896 – Terminology Relating to Clay Products
H. ASTM C1091 – Test Method for Hydrostatic Infiltration Testing of Vitrified Clay
Pipe Lines
1.5 SUBMITTAL
A. Shop Drawings: Submit for approval the following:
1.
Detailed drawings and data on pipe, fittings, gaskets, and appurtenances.
Submit these with Shop Drawings required under Section 15051, Buried Piping
Installation.
B. The manufacturer shall submit design calculations to the ENGINEER. The design
calculations shall be signed and sealed by a Registered Professional Engineer
licensed in the State of Arizona. The design calculations shall indicate that the pipe
wall thickness will be satisfactory for all conditions of external pressure and earth
loadings, special physical loadings, and internal pressure.
C. Certificates: Submit certificates of compliance with referenced standards.
D. Also shall be in accordance with Section 15050, Piping Systems submittal
information.
1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Section 15051, Buried Piping Installation.
B. Refer to Manufacturer’s recommendations.
PART 2 - PRODUCTS
2.1 SERVICE CONDITIONS
A. General:
1.
Pipe shall be designed for an external live loading, including impact, equal to
AASHTO, H-20 truck loading with earth cover as shown on the Drawings. The
external loading shall be calculated in accordance with the National Clay Pipe
Institute (NCPI) Engineering Manual and as modified in accordance with the
City of Chandler Standard Specifications.
B. Service Conditions:
1.
Liquid Service: (Refer to Section 15051, Buried Piping).
2.
Pipe overburden and trench bedding condition: Refer to Drawings.
3.
Pipe should be able to attain the full design life of the pipe when surrounding
earth is at a continuous temperature of up to 90oC.
December 2021
City of Chandler
21-047
15067-3
Chandler Heights Road Utility Relocations
2.2 MATERIALS
A. All materials used in the manufacturing of the piping and its components shall be
new and of the best quality used for the purpose of commercial practice.
2.3 VITRIFIED CLAY PIPE (VCP) AND FITTINGS
A. General:
1.
All VCP and fittings shall be suitable for use as a gravity sewer conduit. VCP
shall be Extra Strength Vitrified Clay Pipe conforming to all the requirements of
ASTM C700 and MAG Specifications Section 743.
2.
Fittings shall be made to such dimensions as will accommodate the joint system
specified. Wye and Tee branch fittings shall be furnished with spurs securely
fastened by the manufacturer to the barrel of the fitting. There shall be no
projection on the inner surface of the barrel.
3.
Joints for vitrified clay pipe and fittings shall be factory applied, mechanical,
flexible-compression type and shall conform to ASTM C425 – Compression
Joints for Vitrified Clay Pipe and Fittings. Clay pipe joint material must be
polyurethane. The polyurethane joint must be a standard joint for the pipe
manufacturer furnishing pipe on this project for a minimum of five years for all
pipe sizes specified. The polyurethane joint must meet all requirements of
ASTM C425.
a.
Rubber couplings used for mainline connections or reconnecting services
shall be a stainless steel shielded rubber coupling. Gasket to meet ASTM
C-425-91 Table 2. Shear ring to be Series 300 stainless steel with a
minimum thickness of .012". Tightening bands shall be Series 316 stainless
steel with stainless steel nut and bolt tightening clamps. Shear ring and
clamps to meet all requirements of ASTM A-240-94A.
4.
All pipe load tested shall be loaded to the ultimate limit. The load test is
destructive and any pipe section tested shall be rejected from installation.
PART 3 - EXECUTION
3.1 TRENCHING, BACKFILLING, AND SUBGRADE PREPARATION
A. Trenching, backfilling, and sub-grade preparation shall conform to MAG
Specifications Section 601 and 615, and the City of Chandler Wastewater Technical
Design Manual. Bury depth shall be as shown in the Plans.
B. Sheet, shore, and brace trenches, as necessary, to prevent caving or sliding of trench
walls, to provide protection for workmen and the pipe, and to protect adjacent
structures and facilities.
December 2021
City of Chandler
21-047
15067-4
Chandler Heights Road Utility Relocations
C. Where solid timber sheeting is driven to a level below the top of pipe, it should not
be removed after the pipe has been installed. The sheeting may be cut off at the level
of the top of the pipe.
D. If a movable shield is used, it is imperative that pipe already laid be securely blocked
or braced to prevent opening of pipe joints when the shield is advanced in the trench.
E. The bedding shall be placed on a flat undisturbed or restored trench bottom with a
minimum thickness beneath the pipe barrel of 6 inches or one eighth of the outside
diameter of the pipe, whichever is greater. "Carefully placed material" shall be sliced
in the haunches of the pipe with a flattened shovel or other suitable tool.
F. Pipe barrel shall be placed so that it is true to line and grade and to provide uniform
and continuous support.
G. Crushed stone and/or gravel shall have at least one fractured face on each stone.
Other suitable materials may be approved by the Engineer.
H. A foundation may be required if soft, spongy, unstable, or other similar material is
encountered upon which bedding material or pipe is to be placed. Unstable material
shall be removed to a depth ordered by the Engineer and replaced with foundation
material suitably densified.
3.2 TESTING
A. The CONTRACTOR shall be responsible for testing all pipelines. All testing shall
be performed in the presence of the ENGINEER and conform to the following
paragraphs.
B. After installation, backfilling, compaction, cleaning and before paving, acceptance
testing shall be performed by low pressure air testing.
C. Air Testing
a.
Testing shall be performed by the low pressure air test method conforming
to ASTM C828 - Standard Test Method for Low Pressure Air Test of
Vitrified Clay Pipe.
b.
Each section between manholes or structures will be plugged. Air will be
introduced into the plugged system. The system passes the test is the rate of
air loss, as measured by the pressure drop from 3.5 psi to 2.5 psi, does not
exceed the following table.
December 2021
City of Chandler
21-047
15067-5
Chandler Heights Road Utility Relocations
Table 1
Minimum Test Time for Various Pipe Sizes
Nominal
Pipe Size, in.
T (time)
min/100 ft
Nominal
Pipe Size, in.
T (time)
min/100 ft
4
0.3
24
3.6
6
0.7
27
4.2
8
1.2
30
4.8
10
1.5
33
5.4
12
1.8
36
6.0
15
2.1
39
6.6
18
2.4
42
7.3
21
3.0
Lines which fail any testing will be evaluated, repaired/replaced and retested for compliance
with these specifications and the cost of any re-testing shall be borne by the contractor.
D. Pressure testing for Gravity Pipe:
1.
Shall be in accordance with Section 15050, Piping Systems.
END OF SECTION
December 2021
City of Chandler
21-047
15120-1
Chandler Heights Road Utility Relocations
SECTION 15120
PIPING SPECIALTIES AND ACCESSORIES
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1.
CONTRACTOR shall provide all labor, materials, equipment, and
incidentals as shown, specified, and required to furnish and install all piping
specialties and accessories. Included, but not limited to, are flexible
couplings, mechanical couplings, flanged adapters, expansion joints, saddle
taps.
B. Related Work Specified Elsewhere:
1.
Division 15, Mechanical, Sections on piping and piping systems.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1.
Manufacturer shall have a minimum of five years of experience in the
production of substantially similar types of piping specialties specified and
shall show evidence of satisfactory service in at least five installations.
2.
Each type of piping specialty and accessory shall be the product of one
manufacturer.
1.3 SUBMITTALS
A. Descriptive submittals shall be made in accordance with Section 01300,
Submittals.
B. Coordinate these with Shop Drawings required for the piping systems.
C. Each Shop Drawing submittal shall include a copy of the relevant Specification
Section. Each and every paragraph of the Specification Section shall be clearly
marked to indicate whether the requirements for equipment and/or services in the
Specification Section are met. If clarifications are needed to any of the
paragraphs in the Specification Section, they shall be addressed next to the
paragraph or in an attached letter as such and explained further with any
additional information necessary. If any exceptions and/or deviations are
proposed to any of the Specifications, they shall be clearly noted as such in the
submittal, and an explanation of any deviation and/or exception shall be provided.
The CONTRACTOR shall furnish equipment and/or services as specified if an
exception and/or deviation is rejected.
December 2021
City of Chandler
21-047
15120-2
Chandler Heights Road Utility Relocations
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Refer to Division 15, Mechanical, Sections on piping and piping systems.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Couplings: Unless otherwise specified, piping 2-inches in diameter and larger
passing from concrete to earth shall be provided with two pipe couplings or
flexible joints as specified within 2 feet or one pipe diameter of the structure,
whichever is greater.
1.
Below-Grade Restrained Type Coupling:
a.
Pressure and Service: Same as connected piping.
b.
Material: ASTM A536 Ductile Iron.
c.
Gasket: Suitable for water service and specification 15050.
d.
Bolts and Nuts: Type 316 stainless steel bolts and nuts.
e.
Product and Manufacturer:
1) Series 3800, as manufactured by Ebaa Iron Inc.
2) No approved equal.
2.
Sleeve Type, Couplings:
a.
Pressure and Service: Same as connected piping.
b.
Material: Carbon steel for carbon steel and exposed ductile iron piping
systems, or stainless steel for stainless steel and buried or submerged
ductile iron piping systems.
c.
Gasket: Suitable for water service – NSF 61 Certified and specification
15050.
d.
Bolts and Nuts: Alloy steel, corrosion-resistant, prime coated. Buried
couplings shall have Type 316 stainless steel bolts and nuts.
e.
Harnessing:
1) Harness couplings to restrain pressure piping. Test pressures for
pressure pipelines shall conform to the requirements of Section
15050, Piping Systems.
2) Adjacent flanges shall be tied with bolts of corrosion resistant alloy
steel. Provide flange mounted stretcher bolt plates as shown on the
Drawings and to be designed by manufacturer, unless otherwise
approved by the ENGINEER.
3) Conform to dimensions, size, spacing and materials for lugs, bolts,
washers and nuts as recommended by manufacturer and approved
by ENGINEER for the pipe size, wall thickness and test pressure
required. However, the following minimum bolting shall be
provided, unless otherwise approved by the ENGINEER.
December 2021
City of Chandler
21-047
15120-3
Chandler Heights Road Utility Relocations
Pipe
Bolt
Diameter
Number
Diameter At
(Inches) of Bolts
(Inches)
(Degrees)
4
2
5/8
180
6-8
2
3/4
180
10-12
2
7/8
180 or 250
14-20
4
1
190
24-48
4
1
90
54
4
1
250
60
4
1-1/4
90
f.
Remove pipe stop, unless otherwise shown on the Drawings or
specified.
g.
Product and Manufacturer: Provide one of the following:
1) Type 501, Romac Industries.
2) Or equal.
3.
Flanged Adapters:
a.
Description: One end of adapter shall be flanged and the other end shall
have a sleeve type flexible coupling.
b.
Pressure and Service: Same as connected piping.
c.
Material: Cast iron or steel.
d.
Gasket: Suitable for water service, and specification 15050.
e.
Bolts and Nuts: Type 316 stainless steel.
f.
Harnessing:
1) Harness adapters to restrain pressure piping. Test pressures for
pressure pipe lines are included in the piping schedules in Section
15051, Buried Piping Installation.
2) For adapters 12-inch diameter and less, provide 1/2-inch minimum
stainless steel anchor studs installed in a pressure tight anchor boss.
Provide number of studs required to restrain test pressure and
service conditions. Harness shall be as designed and recommended
by manufacturer; however, the following minimum anchor studs
shall be provided, unless otherwise approved by ENGINEER.
a)
6-inch Diameter and Less: Two.
b) 8-inch Diameter and Less: Four.
c)
10-inch Diameter and Less: Six.
d) 12-inch Diameter and Less: Eight.
3) For adapters larger than 12-inch diameter, provide split-ring harness
clamps with a minimum of four Type 316 stainless steel bolts.
Harness assembly shall be as designed and recommended by
manufacturer. Dimensions, sizes, spacing, and materials shall be
suitable for service and conditions encountered and shall be
approved by ENGINEER.
4) Harness couplings to restrain pressure piping.
5) Test pressures for pressure pipe lines are included in Section 15051,
Buried Piping Installation.
December 2021
City of Chandler
21-047
15120-4
Chandler Heights Road Utility Relocations
6) Harnessing shall conform to the details shown on the Drawings.
g.
Product and Manufacturer: Provide one of the following:
1) Style FCA501, as manufactured by Romac Industries.
2) Style 128, as manufactured by Dresser.
3) Or approved equal.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install piping specialties and accessories in accordance with manufacturer's
instructions.
B. Make adjustments to expansion joints as required to ensure that they will be fully
extended when the ambient temperature is at minimum operating temperature and
fully compressed at maximum operating temperature for the system in which they
are installed.
END OF SECTION
EXHIBIT D
City of Chandler Construction Manager at Risk Construction Services
GMP-1
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 7/16/2021
ACCEPTED GMP/PRICE PROPOSAL
EXHIBIT D:
GMP PROPOSAL FOR CITY OF CHANDLER ‐ CHANDLER HEIGHTS ROAD UTILITY
RELOCATIONS. CHAPARRAL WAY: DOBSON TO LAKE DRIVE CMAR PROJECT
JANUARY 26, 2022
City of Chandler
Mr. Paul Young, P.E.
215 E. Buffalo Street
Chandler, Arizona 85224
City of Chandler Project No.: WW2111.401
Achen‐Gardner Construction, LLC Project No.: 3938101
Dear Mr. Young:
Attached please find Achen‐Gardner Construction, LLC’s (“Achen‐Gardner”) GMP Proposal (“Proposal”)
including Schedule of Values (SOV) for installation of 8”,12” & 16” water lines and 15” sewer.
This GMP Proposal is for the amount not to exceed $1,371,579.28. Achen‐Gardner does not guarantee
the Owner Allowance amount.
Should you have any questions and/or comments, please feel free to contact me Lat (480) 403‐9399 or
e‐mail dbroderick@achen.com.
Sincerely,
ACHEN‐GARDNER CONSTRUCTION, LLC
Dan Broderick, Sr. Project Manager
Attachments
INDEX OF EXHIBITS
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
Exhibit D1:
Scope of Work
Exhibit D2:
Cost Model Form
Exhibit D3:
Schedule of Values
Exhibit D4:
List of GMP Documents
Exhibit D5
Clarifications and Assumptions
Exhibit D6:
Subcontractor and Supplier Solicitation Documentation, Award
Recommendations and Quotes
Exhibit D7:
Baseline Project Schedule
EXHIBIT D1: SCOPE OF WORK
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
The overall project scope includes the relocation of existing City‐ owned wastewater, reclaimed water
and potable water pipes to clear an alignment for a proposed SRP undergrounding of a 230‐Kilowatt
transmission system. These relocations will occur on Chaparral Way (Dobson Road to Lake Drive) ‐
Package no. 1, on Lake Drive (Chaparral to Alma School) ‐ Package no. 2, on Alma School Road (Lake
Drive to Chandler Heights Road) and Chandler Heights (Alma School Road to the Union Pacific Railroad) ‐
Package 3, then work on Chandler Heights east of the Union Pacific Railroad ‐ Package 4.
The Package 1 GMP project scope on Chaparral Way includes the installations of approximately: 70 LF of
8” waterline with valves and fittings, 70 LF of 12” waterline with valves and fittings, 260 LF of 16”
waterline with valves and fittings, and 70 LF of 15” sewer with two new Polymer manholes. The
replacement of existing concrete and asphalt surfaces due to the construction are included.
EXHIBIT D2: COST MODEL FORM
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
Page 1 of 2
Date: 26‐Jan‐22
Chandler Heights Road Utility Relocations
Amount
A. Cost of Work
A1 Cost of Work (self‐performed, subcontractors, suppliers no mark‐up)
$777,529.46
A2 Cost of Work (subcontractors, suppliers, materialmen)
TOTAL COST OF WORK:
$777,529.46
B. General Conditions
$128,715.68
$906,245.14
C. CM@Risk's Fee
$81,562.06
SUBTOTAL 2 (A + B + C):
$987,807.20
D. Bonds and Insurance (on Subtotal 1)
D1 Bonds (Payment and Performance)
$7,249.96
D2 Insurance
$17,671.78
$24,921.74
SUBTOTAL 3 (SUBTOTAL 2 + BONDS & INS):
$1,012,728.94
E. Sales Tax
E1 Sales Tax
$51,345.36
E2 Tax Exempt Material Adjustment
‐$4,393.36
$46,952.00
F. Approved Allowances
F1 Allowances
$25,784.49
F2 Owner Allowance
$286,113.85
$311,898.34
EXHIBIT D2
TOTAL BONDS & INSURANCE:
TOTAL SALES TAX:
TOTAL ALLOWANCES:
CM@RISK GMP SUMMARY
Project Name:
Project Location:
City of Chandler Project No.:
Chaparral Way ‐ Dobson to Lake
WW2111.401
SUBTOTAL 1 (Cost of Work) (A + B):
EXHIBIT D2: COST MODEL FORM
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
Page 2 of 2
G. Contingencies
G1
Construction Contingency
$0.00
G2
$0.00
$0.00
$1,371,579.28
Establishment of Values:
a. Cost of Work (A) and Allowances (F) to be submitted with GMP Proposal.
b. General Conditions Cost (B) to be established in Baseline Cost Model.
c. CM@Risk Fee as set forth in Section 3.7.3 of this Contract
TOTAL GMP PROPOSAL:
TOTAL CONTINGENCIES:
EXHIBIT D3: SCHEDULE OF VALUES
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
Page 1 of 3
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
1/26/22
PROJECT NO.: WW2111.401
90% GMP FOR CHAPARRAL WAY: DOBSON TO LAKE
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938101
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
1
MOBILIZATION/DEMOBILIZATION
LS
1.000
$57,936.86
57,936.86
$
2
SURVEY
LS
1.000
$4,000.00
4,000.00
$
3
INSTALL 8" DIP CL 350 WATERLINE & FITTINGS
LF
70.000
$691.59
48,411.30
$
4
INSTALL 24" STEEL CASING (8" DIP)
LF
35.000
$671.45
23,500.75
$
5
INSTALL 8" GATE VALVE
EA
2.000
$3,240.96
6,481.92
$
6
INSTALL 12" DIP CL 350 WATELRINE & FITTINGS
LF
70.000
$752.33
52,663.10
$
7
INSTALL 36" STEEL CASING (12" DIP)
LF
35.000
$923.62
32,326.70
$
8
INSTALL 12" GATE VALVE
EA
2.000
$4,383.11
8,766.22
$
9
INSTALL 16" DIP CL 350 WATERLINE & FITTINGS
LF
260.000
$538.53
140,017.80
$
10
INSTALL 36" STEEL CASING (16" DIP)
LF
35.000
$751.62
26,306.70
$
11
INSTALL 16" GATE VALVE
EA
2.000
$8,189.28
16,378.56
$
12
INSTALL 1" COMBO AIR VAC VALVE
EA
2.000
$8,037.58
16,075.16
$
13
REMOVE 15" PVC SEWER LINE
LF
70.000
$181.56
12,709.20
$
14
REMOVE EXISTING MANHOLE
EA
1.000
$8,719.23
8,719.23
$
15
INSTALL 15" VCP SEWER LINE
LF
70.000
$535.34
37,473.80
$
16
INSTALL 60" POLYMER MANHOLE
EA
2.000
$28,934.40
57,868.80
$
17
ASPHALT REMOVAL & REPLACEMENT
SY
310.000
$210.26
65,180.60
$
18
SIDEWALK REMOVAL & REPLACEMENT
SF
660.000
$14.95
9,867.00
$
19
CURB & GUTTER REMOVAL & REPLACEMENT
LF
100.000
$43.56
4,356.00
$
20
VALLEY GUTTER REMOVAL & REPLACMENT
LF
20.000
$181.00
3,620.00
$
21
LANDSCAPING RESTORATION
LS
1.000
$7,100.00
7,100.00
$
22
TRAFFIC CONTROL
LS
1.000
$69,899.00
69,899.00
$
23
SWPPP
LS
1.000
$6,157.50
6,157.50
$
24
BYPASS PUMPING
LS
1.000
$61,713.26
61,713.26
$
SUBTOTAL ‐ DIRECT COST OF THE WORK (A1)
777,529.46
$
DESIGN DOCUMENT STAGE: 90% WILSON
EXHIBIT D3 ‐ SCHEDULE OF VALUES 90% GMP
EXHIBIT D3
Page 2 of 3
25
GENERAL CONDITIONS (B)
MO
2.0 $ 64,357.84
128,715.68
$
906,245.14
$
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
81,562.06
$
SUBTOTAL ‐ OVERHEAD AND FEE
81,562.06
$
987,807.20
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
(D2)
1.95% (Calc on RT #1)
17,671.78
$
10300
BONDS (PAYMENT & PERFORMANCE)
(D1)
0.80% (Calc on RT #1)
7,249.96
$
SUBTOTAL ‐ INSURANCE AND BONDS
24,921.74
$
1,012,728.94
$
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3 (E1)
5.070%
51,345.36
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJUSTMENT (ALLOWANCE)(E2)
5.070% $ 86,654.00
(4,393.36)
$
SUBTOTAL ‐ SALES TAXES
46,952.00
$
1,059,680.94
$
26
ALLOWANCES (F1)
AL
1.0 $ 25,784.49
25,784.49
$
10700
OWNER'S ALLOWANCE(AMOUNT INLC. MARK‐UPS (F2)
27.0%
286,113.85
$
SUBTOTAL ‐ ALLOWANCES AND CONTINGENCY (INCL MUs)
311,898.34
$
1,371,579.28
$
TOTAL GMP PROPOSAL
RUNNING TOTAL NO. 4 ‐ DIRECT COST OF THE WORK, + OH & FEE + INS & BOND + SALES TAXES)
RUNNING TOTAL NO. 3 ‐ DIRECT COST OF THE WORK + OH & FEE + INS & BOND
RUNNING TOTAL NO. 1 ‐ DIRECT COST OF THE WORK INCLUDING GCs
RUNNING TOTAL NO. 2 ‐ DIRECT COST OF THE WORK + OH & FEE
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
1/26/22
PROJECT NO.: WW2111.401
90% GMP FOR CHAPARRAL WAY: DOBSON TO LAKE
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938101
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY ITEM DESCRIPTION
QUANTITY
UM UNIT PRICE
TOTAL
25.1
PROJECT SUPERINTENDENT
352.00
HR
109.41
38,511.40
25.2
SPECIALTY SUPERINTENDENT
176.00
HR
104.01
18,306.00
25.3
PROJECT MANAGER
176.00
HR
109.41
19,255.70
25.4
PROJECT ENGINEER
352.00
HR
93.81
33,020.58
25.5
ICE AND WATER
2.00
MO
220.00
440.00
25.6
BUY CONSTRUCTION WATER
2.00
MO
1,750.00
3,500.00
25.7
TEMPORARY FACILITIES
2.00
MO
7,841.00
15,682.00
GENERAL CONDITIONS (DIRECT COSTS)
128,715.68
25
MONTHLY GENERAL CONDITIONS
2
MO
64,357.84
NOTE
See Main Schedule of Values Pay Item 25 for GCs
DESIGN DOCUMENT STAGE: 90%
WILSON
PAY ITEM 25 ‐ GENERAL CONDITIONS DETAIL
Exhibit D3
Page 3 of 3
CITY OF CHANDLER CHANDLER HEIGHTS ROAD UTILITY RELOCATONS CMAR PROJECT
1/26/22
PROJECT NO.: WW2111.401
90% GMP FOR CHAPARRAL WAY: DOBSON TO LAKE
ACHEN‐GARDNER CONSTRUCTION PROJECT NO. 3938101
ACHEN‐GARDNER CONSTRUCTION, LLC
550 S. 79th STREET
CHANDLER, AZ 85226
PAY
ITEM
DESCRIPTION
UM
QUANTITY
UNIT PRICE
TOTAL
26.1
OFF‐DUTY OFFICER (ALLOWANCE)
LS
1.0
14,960.00
$
14,960.00
$
26.2
PUBLIC RELATIONS (ALLOWANCE)
MO
2.0
3,500.00
$
7,000.00
$
21,960.00
$
10100
OVERHEAD AND FEE (7.5% OH, 1.5% FEE)
9.00%
1,976.40
$
SUBTOTAL ‐ OVERHEAD AND FEE ©
1,976.40
$
23,936.40
$
10200
INSURANCE (INCL. BUILDERS RISK & POLLUTION LIABILITY)
1.95% (Calc on RT #1)
428.22
$
10300
BONDS (PAYMENT & PERFORMANCE)
0.80% (Calc on RT #1)
175.68
$
SUBTOTAL ‐ INSURANCE AND BONDS
603.90
$
24,540.30
$
10400
SALES TAXES (5.07% or 7.8% of 65% of Running Total No. 3
5.070%
1,244.19
$
10450
ESTIMATED TAX EXEMPT MATERIAL ADJUSTMENT (ALLOWANCE)
SUBTOTAL ‐ SALES TAXES
1,244.19
$
25,784.49
$
NOTE
ALLOWANCES ARE ESTIMATES
TOTAL ALLOWANCES (SEE MAIN SCHEDULE OF VALUES PAY ITEM 26)
SUBTOTAL ‐ DIRECT COST OF THE ALLOWANCES
PAY ITEM 26 ‐ 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
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
Wilson Engineers City of Chandler ‐ Chandler Heights Road Utility Relocations, Chaparral Way:
Dobson to Lake Drive 90% plan set (pages 1 to 10), Project No. WW2111.401 dated December
2021.
Wilson Engineers Technical Specifications Submittal for City of Chandler – Chandler Heights
Road Utility Relocations, Chaparral Way: Dobson to Lake Drive, City Project No. WW2111.401,
dated December 2021 (Agency Review set, pages 1 to 123).
Executed (12‐16‐21) Pre‐construction Services Contract with Achen‐Gardner Construction, LLC
and the City of Chandler for the Chandler Heights Road Utility Relocations CMAR Project; City of
Chandler Project No. WW2111.251.
EXHIBIT D5: CLARIFICATIONS AND ASSUMPTIONS
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
NOTE: This GMP is based on the following clarifications and assumptions.
1. Fee Exclusions: GMP excludes all costs associated with City 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 D3) is defined by the
individual work/pay items plus fee structure, and markups (re: Exhibit D3, Items 10100 through
10450). Final contract price/payout will be based on field measured, final completed quantities at the
approved unit prices, approved allowance and/or contingency utilization, and approved change
orders. It is understood that these City approved prices including mark‐ups are the “Cost of the
Work”. The mark‐up structure on the Schedule of Values (Exhibit D3) will apply to Change Orders
and/or Extra Work, allowances, and contingencies. The mark‐ups for MAG section 109.5 do not apply
for this contract. Pay Item under‐runs and/or unused items shall fall to Owner’s Allowance for the
duration of the project. Quantity over‐runs shall be paid at the unit price established in the Schedule
of Values for the pay item and shall be paid from Owner’s Allowance or Change Orders.
3. Aerial Construction Photography: Achen‐Gardner shall provide a pre‐construction video/photographs
and progress photographs/videos periodically. Aerial videos shall only be provided if FAA and local
approval is provided to fly a drone camera. Drone videos if allowed, shall be standard drone footage.
4. Mobilization/Demobilization – includes the following monthly items as defined in the Specifications:
the field office fencing, work area fencing for three work sites, field offices, temporary utilities,
material testing, and toilets for the two‐month project duration. Therefore, the
Mobilization/Demobilization Pay Item shall be invoiced monthly based on the two (2) month project
duration.
5. Utility Relocations / Unknown Buried Conflicts: This GMP excludes all costs associated with removing,
replacing and/or relocating any existing buried or overhead dry utilities and/or unknown buried
conflicts.
6. Final, For‐construction Plans and Technical Provisions: Funds required for revisions made between
the 90% and final design documents shall come from Owners Allowance.
FEE SCHEDULE ITEM CLARIFICATIONS
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
DIRECT COSTS
1
Mobilization
Mobilization & Demobilization
Pre-Construction Video & Progress Photos
Project Clean-Up
Known utility potholing
Small Tools & Consumables
Dust Permit
Project Sign
Quality Control based on MAG testing requirements for frequency and type.
Measured and paid on lump sum basis
2
Survey
Survey, Staking, Registered Land Surveyor Certified As-Builts
Construction Redlines
GIS point collection and submission per City’s GIS Mapping specifications
Registered Land Surveyor Certification of as-builts
Measured and paid on lump sum basis
3-12
Potable Water
Includes all installation work associated; dig/lay/bedding/shading/backfill per
MAG specs and as noted on drawings (ABC full depth where required),
spoil/debris haul off, slurry backfill to full depth in transverse trenches,
connections to existing waterlines/service connections (tees), installation of
valves, and testing (bac tee & chlorination)
Includes 8”,12” and 16” waterline as noted on the plans.
Includes 24” & 36” steel casings where laterals are noted on plans; all lateral
crossings to be placed under SRP duct banks. Each casing installation is based
on all 35’ at one time.
Work excludes cathodic protection for all DIP related components
Material pricing good for 30 days
Measured and paid for as noted on Exhibit D3 unit rates summary
13-16
Sewer
Includes all installation work associated; dig/lay/bedding/shading/backfill,
spoil/debris haul off, slurry backfill to full depth in transverse trenches,
manhole connections, manhole installation/rehab as noted on plans, applicable
sewer encasements, testing, and CCTV.
Includes 15” sewer as noted on the plans
Includes new polymer manholes 60” diameter as noted on the plans
Includes removal of existing manholes as noted on plans
Material pricing good for 30 days
Measured and paid for as noted on Exhibit D3 unit rates summary
17
Asphalt Removal &
Replacement
Includes all work associated with the construction including saw cutting,
spoil/debris haul off, subgrade preparation, and installation of ABC, AC, tack
coat, and slurry seal
Asphalt thickness to be replaced at 5” Asphalt Concrete (AC) on 12” ABC on
Dobson and 3” Asphalt Concrete on 6” ABC as noted on the plans
Includes thermoplastic striping
Material pricing good for 30 days
Measured and paid for by the Square Yard
18-20
Concrete
Includes all work associated; concrete removal, saw cutting, haul off,
disposal, subgrade preparation, and replacement of concrete with like kind to
match existing color and textured surfaces. Curb & Gutter replacements per
mag 220, Sidewalk replacements per MAG 230 and valley gutter/apron
replacements per MAG 240
Material pricing good for 30 days
Measured and paid for as noted on Exhibit D3 unit rates summary
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
21
Landscaping
Includes all work associated including granite removal, spoil/debris haul off,
subgrade preparation, replacement of decomposed granite and restoration of
existing irrigation system
This price includes plant establishment & maintenance in accordance with
City standards for period of 3 months
Measured and paid for as noted on Exhibit D3 unit rates summary
22
Traffic Control
Traffic Control assumed to leave access of one lane in each direction except
for installations of casings. Excludes any use of jersey barriers
Message Boards - Variable Message Boards will set up 2 weeks prior to
construction and then removed after 2 weeks after the start of construction.
Includes 4 variable message boards
Traffic Control Plans - Includes preparation, submission, and updates of
Traffic Control Plans (TCP)
Setup & Takedown - Includes installation, maintenance, and removal of
barricades and signage in accordance with approved TCP
Includes daily maintenance of barricades in accordance with approved TCP
(assumes 6 hours per day)
Barricades and no plating.
Measured and paid on lump sum basis
23
SWPPP – Design,
Implementation, &
Maintenance
Includes SWPPP plan, implementation of plan, inspections, and removal at
the completion of the project.
Sweeping
Track Out Pad
Measured and paid on lump sum basis
24
Bypass Pumping
Includes installation and 2 week operation of bypass for 15” sewer line.
Assumes that bypass line will need to be buried at Intel entrance and 2
locations on Dobson Rd. Includes asphalt removal and replacement at these
locations.
25
General Conditions
Includes cost of Project Management – Project Supt., Specialty Supt.
Project Manager, Project Engineer and vehicles.
Ice/drinking water and construction water.
Temporary Facilities (two months) – trailer, fencing, electrical service,
yard rental, toilets, and trailer furnishings.
Measured and paid on a weekly basis for Project Management and
monthly for ice and water.
ALLOWANCES
26.1
Off Duty Police Officer w/
vehicle (Allowance)
Chandler Off-Duty Police Office and Vehicle
Hourly rate may be adjusted to match actual costs incurred (City rates could
be subject to change during the duration of the project)
Measured and paid on an hourly basis
26.2
Public Relations (Allowance)
Public outreach including business/residential notification, job walks and door
hangers.
10700
Owner’s Allowance
For City requested upgrades and changes per Construction Contract Article
15.4.2 Owner’s Contingency
Measured and paid for on a cost-plus basis unless unit prices can be utilized
where applicable
CMAR FEE
10100
CMAR Construction Fee
Measured and paid on calculation of 9.0% of subtotal direct costs,
contingencies, allowances, and job overhead
BONDS AND INSURANCE
10200
Insurance
Measured and paid on calculation of 1.95% of subtotal for direct costs.
10300
Performance and Payment
Measured and paid on calculation of .8% of subtotal for direct costs.
ITEM NO.
DESCRIPTION
CLARIFICATION / ASSUMPTION
Bonds
SALES TAX
10400
Gross Receipts Tax
Calculated based on 65% of 7.8% City of Chandler Sales Tax rate
Calculation may be adjusted to match actual sales tax incurred (City rates
could be subject to change during the duration of the project)
Measured and paid on calculation of 5.07% of subtotal direct costs,
contingencies, allowances, job overhead, CMAR fee, bonds and insurance
10450
Tax Exempt Material
Adjustment
Tax Exempt material adjustment for water line materials per Title 42 of the
Arizona Revised Statutes (also reference AZDOR code 535 Pipes or Valves,
4” diameter or large used to transport oil, natural/artificial gas, water, coal
slurry)
Measured and paid on lump sum basis
** Allowance options with values are referenced above; allowance items can be reallocated to the base
bid as requested.
EXHIBIT D6: SUBCONTRACTOR AND SUPPLIER SOLICITATION DOCUMENTATION,
AWARD RECOMMENDATIONS, AND QUOTES
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
See following subcontractor and supplier award recommendations spreadsheet with quotes.
1) This Proposal is based on recommended awarded subcontractor and supplier resource values and
related proposals/quote clarifications, inclusions, exclusions, escalation clauses, and qualifications.
These proposals/quotes follow this summary sheet.
2) This summary reflects competitive bids with a specific scope/Schedule of Values provided to all
subcontractors and suppliers at the time of solicitation. Actual quantities and extended totals
reflected in the SOV may be different based on final quantity and cost adjustments due to ongoing
revisions.
Scope of Work/Material
Subcontractor/Supplier Name
Bid/No Bid
Bid Amount
Selection Notes
Recommendations
ABC
Cemex
B
5,491.00
Lowest Qualified Bidder
Recommended
ABC
Buesing
B
5,945.00
ABC
Vulcan
B
8,058.00
Asphalt
Vulcan
B
9,769.00
Lowest Qualified Bidder
Recommended
Asphalt
Fisher Sand & Rock
NB
0.00
Bypass
Rain for Rent
B
36,248.00
Lowest Qualified Bidder
Recommended
Bypass
Captial Pump
B
36,340.00
Steel Casing
Trinity
B
25,584.00
Lowest Qualified Bidder
Recommended
Steel Casing
Dana Kepner
B
29,736.00
Pipe Package
Core & Main
B
93,001.00
Lowest Qualified Bidder
Recommended
Pipe Package
Dana Kepner
B
100,580.00
Pipe Package
Ferguson
NB
0.00
Polymer Manhole Material
Armorock
B
18,034.00
Specialized
Recommended
Construct Manhole Base
Preach
B
6,650.00
Specialized
Recommended
Quality Control
Quality Testing
B
10,732.00
Lowest Qualified Bidder
Recommended
Quality Control
Ninyo Moore
B
22,489.00
Quality Control
Alt AZ
NB
0.00
Redimix
AZ Materials
B
82,213.00
Lowest Qualified Bidder
Recommended
Redimix
Desert Redimix
B
83,200.00
Redimix
Calportland
B
92,854.00
Survey
Survey Innovation Group‐Rick
B
4,000.00
Lowest Qualified Bidder
Recommended
Survey
Bench Mark
NB
0.00
Survey
Atwell
NB
0.00
Traffic Control
Trafficade
B
69,899.00
Qualification Based ‐ performance
Recommended
EXHIBIT D8: SUBCONTRACTOR SOLICITATION SUMMARY AND RECOMMENDATIONS
Januray 26, 2022
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 9:29 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
AGGREGATES
AGGREGATES
Vendor Phone
Vendor Name
Vendor Code
Unit Price
7606377179
Cemex Inc
CEMEXINC
Unit Price
6022333339
Buesing Corp
BUESINGCORP
Unit Price
6025288961
Vulcan Materials
VULCANMATERI
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
15.0000
TN
395.00
ABC MAG
2AGABC
13.9000
15.0500
20.4000
Plugged Amount
Quoted Amount
0
5,491
0
5,945
0
8,058
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
5,925
Totals
5,491
5,945
8,058
Diff From Plug
-435
20
2,133
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
GENERAL INFORMATION
MATERIAL PRICING:
ADDITIONAL CLAUSES
Category
Item
Value
UoM
Comments
Pricing Escalation
The prices are subject to an escalation of
x.xx
USD/ton
Effective , and each months thereafter
Surcharges and Fees
Variable Fuel surcharge
xx.xx
USD/Load
Environmental compliance fee
$5.00
USD/Load
Charged on all loads
Full freight recovery
xx.xx
USD/ton
Based on full freight for a load of 22 Tons
Plant Operning fee for non business hours on
weekdays, weekends
$1,000.00
USD per Each
Subject to notification
Saturday haul premium
Bid upon request
USD/ton
Aggregates account manager for pricing
Standby charge
xx.xx
USD/min
Subject to notification
Re-handling fee
$40.00
USD/Load
Unsuitable material dumped at landfill, to be reloaded
Pricing Conditions
All Sales are subject to CEMEX Standard terms and conditions. Pricing quoted is per short ton and does not include sales tax. Applicable Sales Tax will apply unless Sales Tax exemption
certificate is on file at CEMEX prior to pick up or delivery.
Delivered Pricing: Pricing is based on delivery during regular aggregate plant hours.
FOB Pricing: Material prices are FOB CEMEX facility at the designated location loaded onto buyer’s trucks. Ownership of materials transfers from CEMEX to customer at gate.
Payment terms
Payment Terms are standard as follows: Net 10th Prox. (10th of the month following delivery or pick up)
Delayed portion of payment will attract a Finance charge of the lessor of 1.5% per month, 18% per annum or maximum permitted under applicable laws
Material Availability
All Materials are subject to availability by plant inventory, production schedules, shipping schedules, plant failure and / or equipment breakdown. CEMEX is not liable for lack of
material, equipment, drivers, disruptions in transportation, and any other shortage.
Delivery Availability
All shipments are subject to truck availability.
Product Performance
All material is per engineer approval and is considered acceptable when tested and sampled per acceptable sampling standards at our plant.
Respectfully,
CEMEX Con Mat South,LLC
Accepted by:
Donald Peters
ACHEN-GARDNER CONSTRUCTION LLC
Phone: 0
Email: donald.peters@cemex.com
BID-0602604
12/30/2021 12:23 PM
Account:
ACHEN-GARDNER CONSTRUCTION LLC
Project:
D - CHANDLER HEIGHTS RD UTILITY
RELACATIONS
Account number:
3033003
Project Address:
4758 South Dobson Road
Contact:
Mark McLafferty
Chandler, Arizona 85248
E-mail:
mmclafferty@achen.com
Phone:
480-940-1300
Doc. Expiration Date:
1/31/2022
Price Valid from:
12/30/2021
Customer Service:
602-416-2658
Price Valid to:
3/31/2022
Sales Office Address:
5555 E. Van Buren Street, Suite 155, Phoenix, AZ
85008
Material Number
Description
Plant
Quantity
UoM
Delivered Price
Truck Type
Notes
1307799
SPEC BASE COARSE
2108-8985-Agg Trading -
Sacaton (SO-3233)
400.00
TON
$13.50
16 WHEELER
DELIVERED IN SUPERS
BUESING CORP.
Highway / Heavy Construction
AZ Lic. # A-ROC200645
Date: 1/3/2022
To: Achen Gardner Construction
Attn: Mark McLafferty
Phone:
Fax:
Bid Date:
January 3, 2022
Project No:
Project: Chandler Heights Road Utilities
Location:
Dobson Road & Chaparral Way
City:
Chandler, Az
We are pleased to submit the following cost estimate:
Pricing Good Through 08/31/2022 (See Standard Provisions)
QUANTITY
UNIT
DESCRIPTION
PRICE / UNIT
TOTAL
385
TON
NON LIMED MAG ABC DELIVERED IN SUPERS
15.05
$
5,794.25
$
$
$
Standard Provisions
SUFFICIENT QUANTIIES PER DELIVERY TO INSURE 4 HOUR MINIMUM PER TRUCK
Prices do not include weekend, holiday, off hour, or overtime shipments. Additional charges may apply if any of
these conditions occur. Unless otherwise stated, dirt haul prices exclude permits, loading, dust control & sweeping.
ALL PRICES ASSUME THAT BUESING CORP'S STANDARD INSURANCE IS ACCEPTABLE
ALL PRICING WILL BE HONORED THROUGH THE DATE SPECIFIED ABOVE
PROVIDED THAT WE RECEIVE A P.O., P.A., OR LETTER OF INTENT WITHIN 30 DAYS . If
JOB AWARD IS LONGER THAN 30 DAYS PLEASE NOTIFY US WITHIN THE 30 DAYS ,
AND WE WILL NEGOTIATE WITH MATERIAL SUPPLIERS TO ALLOW THE PRICE TO BE HONORED
Special Provisions
AGGREGATE PRICING INCLUDES AN ALLOWANCE OF 7 MINUTES FOR SUPERS TO GET FROM PROJECT ENTRANCE TO THE
DUMPSITE, UNLOADED & BACK TO THE PROJECT ENTRANCE.
BUESING WILL MAKE EVERY REASONABLE EFFORT TO HONOR THIS QUOTE & MEET CUSTOMER PRODUCTION EXPECTIONS.
HOWEVER, MATERIAL & TRUCK AVAILABILITY ARE BEYOND OUR CONTROL. ACCEPTANCE OF THIS QUOTE SHALL NOT
SERVE AS A GUARANTEE THAT MATERIALS AND/OR TRUCKS WILL BE AVAILABLE WHEN REQUESTED.
Company Name:
Date: .
and GOOD LUCK !!!
Respectfully Submitted: Cecil Wallace
3045 S 7th Street
Phoenix, Arizona 85040
(602) 845-3133
Cell: (602) 799-5702
Authorized Person's Signature:_________________________________________________
If These Terms And Conditions Are Acceptable Please Sign This Form And Fax It Back To The Number Below
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified, provided there is an understanding between
parties that the prime and / or subcontractor must receive an official award. If an official award, contract or subcontract is not consummated this proposal shall become null and void.
Payment due on or before the 25th day of the month for work completed or materials delivered in the month prior. No retention withheld.
"Simply the Best"
-
Achen Gardner Construction
Attn:
Acct#:
Mark McLafferty
550 SOUTH 79TH STREET
ACHEN-GARDNER CONSTRUCTION LLC
CHANDLER, AZ 85226
SCOTTSDALE, AZ 85256
Quote Name:
Quote #:
Quotation
CHANDLER HEIGHTS RD UTILITY RELOCATIO
507376
N DOBSON RD & E CHAPPARAL RD / SCOTTS
AZ057705
213235
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Wednesday, December 29, 2021
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, December 29, 2021
Wednesday, December 29, 2021
Friday, January 28, 2022
Thursday, June 30, 2022
Brian Kochert
2526 E University Drive
480-536-0576
kochertb@vmcmail.com
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price
adjustment
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday -
Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Friday night into Saturday
morning production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday production (per 8 hour
shifts) will be charged $1,000.00 per shift. Plant Premium for Sunday production (per 8 hour shifts) will be charged
$2,000.00 per shift. Any overtime will be charged at $350.00 per hour. Truck stand by will be charged on site after the first
20 minutes at the rate of $93 per hour or $1.55 per minute. All night work will be subject to an 8 hour minimum hourly haul
charge. All weekend work will be subject to a 4 hour minimum hourly haul charge.
Product #
Product Name
Plant
Delivered
Price Per Unit
U/M
Qty
LITCHFIELD RESALE
MAG SPEC ABC P105
1627P105
Tons
385
$20.40
STD FRT RATE
Truck Type
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject to
credit approval)
Page 1 of 2
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month,
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full
by the payment due date will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents ,
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.
The
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or
other conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written
notice of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such
notice. .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from
shall apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition,
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications,
regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 2 of 2
Page 2 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
ASPHALT
ASPHALT
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4807301033
Fisher Sand and
FISHERSANDAN
Unit Price
6025288961
Vulcan Material
VULCANMATERI
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
TN
98.00
REPLACE ASPHALT
2AC12EVAC
0.0000
90.4500
0.0000
TN
10.00
BYPASS PUMPING
2AC12EVAC
0.0000
90.4500
Plugged Amount
Quoted Amount
0
0
0
9,769
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
0
9,769
Diff From Plug
0
9,769
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Attn:
Acct#:
Mark McLafferty
550 SOUTH 79TH STREET
ACHEN-GARDNER CONSTRUCTION LLC
CHANDLER, AZ 85226
SCOTTSDALE, AZ 85256
Quote Name:
Quote #:
Quotation
CHANDLER HEIGHTS RD UTILITY RELOCATIO
507376
N DOBSON RD & E CHAPPARAL RD / SCOTTS
AZ057705
213235
Quote Created:
Date:
Quote Expiration:
Price Expiration:
Effective From:
Tuesday, January 4, 2022
Sales Rep :
PHOENIX, AZ 85034
Phone:
Fax :
Email:
Special Instructions:
Wednesday, December 29, 2021
Tuesday, January 4, 2022
Thursday, February 3, 2022
Thursday, June 30, 2022
Brian Kochert
2526 E University Drive
480-536-0576
kochertb@vmcmail.com
PMTR price is contingent on the plant already running a terminal blend mix.
This Hot-Mix Asphalt quote is based on a published average selling price from Poten & Partners for liquid binder of $515/per
ton. Any increase in price of $25.00 or greater will be billed to the customer at $1.50 per ton for every $25.00 increase.
In the above example, if the published rack rate for liquid binder hits $540/ton during the lifecycle of the project, an increase
of $1.50/ton will be added to each invoice for that month. If the rack rate climbs to $565/ton, a second $1.50 Binder
Surcharge will go into effect. If pricing drops back down to the initial published rate, we’ll adjust the price back to the original
quoted per ton price.
Material quoted based on no specs reviewed. If any changes or different material is required, material is subject to price
adjustment
Prices quoted are for delivery during normal business hours - Monday thru Friday 6AM to 5PM. Plant Premium for Monday -
Friday night production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Friday night into Saturday
morning production (per 8 hour shifts) will be charged $2,000.00 per shift. Plant Premium for Saturday production (per 8 hour
shifts) will be charged $1,000.00 per shift. Plant Premium for Sunday production (per 8 hour shifts) will be charged
$2,000.00 per shift. Any overtime will be charged at $350.00 per hour. Truck stand by will be charged on site after the first
20 minutes at the rate of $93 per hour or $1.55 per minute. All night work will be subject to an 8 hour minimum hourly haul
charge. All weekend work will be subject to a 4 hour minimum hourly haul charge.
Product #
Product Name
Plant
Delivered
Price Per Unit
U/M
Qty
LITCHFIELD RESALE
MAG SPEC ABC P105
1627P105
Tons
385
$20.40
STD FRT RATE
Truck Type
Product #
Product Name
Plant
ASPHALT
Delivered
Price Per Unit
U/M
Qty
GOMEZ HMA
3/4" EVAC - PG70-10
231511G
Tons
72
$90.45
STD FRT RATE
Truck Type
19TH AVE HMA
3/4" EVAC PG70-10
231511H
Tons
1
$90.10
STD FRT RATE
Truck Type
19TH AVE HMA
3/4" EVAC PG76-22TR+
236411H
Tons
1
$113.10
STD FRT RATE
Truck Type
19TH AVE HMA
3/4" EVAC PG70-16TR
236611H
Tons
1
$105.10
STD FRT RATE
Truck Type
Page 1 of 3
Other Charges
Environmental Fee -Agg & Asphalt at $4.00 / Load
Prices quoted above do not include any state or local sales and use tax, if any applies for this project.
Prices quoted are for shipments during normal daytime working hours unless other shipping hours are mutually agreed upon
in writing by both parties.
This quote is limited to acceptance within 30 days from the date of this quotation after which time quotation is subject to
review/revision. Please contact Sales prior to placing the order.
Accepted by:
Sales Representative:
Date:
Date:
We appreciate the opportunity to provide you this quote and trust that Vulcan will have the pleasure of serving your needs for this and future
projects.
Prices are FOB your jobsite as stated above. Terms are Net 15 prox. Please note standard terms and conditions apply. (Subject to
credit approval)
Page 2 of 3
GENERAL TERMS AND CONDITIONS
PRICES AND TERMS
Prices are based on the terms and conditions set forth on page 1 of this Quotation, of which these General Terms and Conditions form a part, the terms and conditions stated in
Customer’s Application for Business Credit, and, if applicable, any terms and conditions relating to the delivery or shipment of materials by truck, barge, vessel, rail or other means
which are provided by Vulcan to Customer in addition to this Quotation (each, a “Vulcan Sales Document”, and collectively, the “Vulcan Sales Documents”). Prices are available only
to the customer specifically named therein, and are only for the quantities mentioned in such Quotation or Sales Order plus or minus 10% of such quantities. A charge of 1.5% per month,
(18% annum), will accrue on a daily basis from the date of invoice and will continue to accrue on a daily basis on any unpaid balance, both before and after judgment, until the date the
balance is paid in full, or at the maximum amount permitted by law in which the sale occurred, whichever is less. However, the assessment of a finance charge on invoices paid in full
by the payment due date will be waived. Quotation is offered for furnishing the total aggregate requirements for the project only. Customer’s contract with Vulcan regarding the sale by
Vulcan to Customer of the materials listed in this Quotation is subject to the terms and conditions set forth in the Vulcan Sales Documents. Prices reflect Customer 's acceptance of
materials at the quoted plant based upon gradation analysis performed and reported by Vulcan 's certified plant quality control personnel. Any penalties that result from in place
sampling shall be the full responsibility of Customer.
THE TERMS AND CONDITIONS OF THE VULCAN SALES DOCUMENTS GOVERN THE RIGHTS AND OBLIGATIONS OF THE PARTIES
If Customer has issued a purchase order for the materials quoted by Vulcan in this Quotation, this Quotation is not an acceptance of said purchase order, or any of its terms or conditions ,
which are hereby rejected. Any sale by Vulcan to Customer of the materials listed in this Quotation shall be subject to the terms and conditions set forth in the Vulcan Sales Documents ,
and Customer’s receipt or acceptance of said materials shall constitute acceptance of the offer that this Quotation constitutes. Any terms or conditions of a subsequent purchase order
issued by Customer that are inconsistent with the terms and conditions of the Vulcan Sales Documents shall be null and void .
SHIPMENT AND DELIVERY
Unless a "delivered" price is quoted by Vulcan in the Vulcan Sales Documents, all prices are F.O.B. point of shipment from the locations designated. All taxes applicable to the sale or
delivery of materials that are not paid directly by Customer will be added to the sales price, invoiced to and paid by Customer, unless Customer provides Vulcan with satisfactory
evidence of exemption from same. Shipment will be in accordance with Customer’s reasonable instructions or, if none, then by whatever means Vulcan shall deem practicable.
The
quantities of material delivered to Customer shall be conclusively presumed to be the quantities shown on the tickets produced from a certified weigh scale at Vulcan’s quarry or sales
yard.
CREDIT AND DEFAULT
Vulcan shall have no obligation to ship or deliver except upon its determination prior to each shipment or delivery that Customer is worthy of the credit to be extended and is not in
default upon any obligation to Vulcan. Upon default, Customer agrees to pay all of Vulcan’s collection expenses, including attorneys’ fees.
INSURANCE
A Memorandum of Insurance containing current information regarding Vulcan’s insurance program is available at
<https://marshdigital.marsh.com/marshconnect/viewMOI.action?clientId=632529479>.
EXCULPATORY PROVISIONS
Vulcan shall have no liability for delay or failure to make shipments, or delivery, as a result of strikes, labor problems, severe weather conditions, casualty, mechanical breakdown or
other conditions beyond Vulcan’s reasonable control. In no event shall Vulcan be liable for any incidental or consequential damages. Vulcan’s liability and Customer’s exclusive
remedy for any cause of action arising out of the provision of material quoted herein shall be the replacement of, or payment of the purchase price for, the materials which are the subject of
this Quotation.
CHANGE OF TERMS
Vulcan may change the price and/or quantity upon 30 days’ notice to Customer. Vulcan shall also have right to change, modify or amend any other terms and conditions upon written
notice of such change to customer. The effect of the change shall be as stated in the written notice and accepted by Customer upon placing of orders with seller following receipt of such
notice. .
APPLICABLE LAW
All orders are subject to acceptance by Vulcan at the headquarters of its Mountain West Division in Phoenix, Arizona, and the laws of the state in which the materials was shipped from
shall apply to the sale of all materials subject hereto. In the event material is imported into the U .S., the law in the state in which the material was sold to the customer will prevail. All
disputes regarding finance charges shall be governed by Alabama law .
LIMITED WARRANTY AND WARRANTY DISCLAIMER
Vulcan warrants for a period of one (1) year from date of delivery only that the material sold hereunder substantially complies with Vulcan’s specifications for said material or the
specifications set forth in Vulcan’s quotation. VULCAN HEREBY EXCLUDES ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR ANY PURPOSE, AND ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, OF THE MATERIAL SOLD HEREUNDER, OTHER THAN THE EXPRESS WARRANTY STATED ABOVE. In addition,
except to the extent otherwise set forth in the specifications described above, Vulcan makes no warranty whatsoever with respect to specific gravity, absorption, whether the material is
innocuous, non-deleterious, or non-reactive, or whether the material is in conformance with any plans, other specifications,
regulations, ordinances, statutes, or other standards
applicable to Customer’s job or to said material as used by Customer. VULCAN SHALL IN NO EVENT BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL
DAMAGE CAUSED BY NON-COMPLIANCE OF THE MATERIAL WITH SPECIFICATIONS, OR FOR ANY DEFECTS IN THE MATERIAL SOLD HEREUNDER.
Page 3 of 3
Page 3 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
BYPASS
BYPASS
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4808959225
Rain For Rent
RAINFORRENT
Unit Price
4806265257
Capital Pump &
CAPITALPUMPE
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LS
1.00
BYPASS PUMPING
4BYPASSPUMP
2051090
145
36,247.5400
36,340.4500
Plugged Amount
Quoted Amount
0
36,248
0
36,340
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
36,248
36,340
Diff From Plug
36,248
36,340
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Achen-Gardner Construction, LLC
Account: 120490
550 S 79TH ST
CHANDLER, AZ, 85226
Mark McLafferty
480-940-1300
mmclafferty@achen.com
26001 S Arizona Ave
Chandler, AZ, 85248
480-895-9225
rainforrent.com
JWILSON@rainforrent.com
Rain For Rent
Dear Mark McLafferty,
Thank you for your inquiry. As requested, please find attached our proposal 1092-IND-2003666 for Chaparral/Dobson Sewer . We
value this opportunity to provide a solution for your liquid handling need and we are committed to partnering with you to ensure
your project's safe execution and completion.
To convert this proposal into a confirmed order WITHOUT ANY CHANGES, please click the "Start Signing" button to begin the
electronic signature process.
If you would like to CHANGE anything in this proposal or discuss anything further, please call Jon Wilson at 480-895-9225.
Thank you, and I look forward to working with you.
Regards,
Jon Wilson
JWILSON@rainforrent.com
Mobile: 602-725-7839
Branch: 480-895-9225
26001 S Arizona Ave
Chandler, AZ, 85248
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2003666
Sales Rep: Jon Wilson
Rain For Rent
Proposal #
1092-IND-2003666
Project Name
Chaparral/Dobson Sewer
Date Prepared
1/5/2022
Est. Delivery Date
1/24/2022
Prevailing Wage
No
Est. Completion Date
2/12/2022
Project Location
550 South 79th Street
Chandler, AZ, 85226
Project Summary
Sewer bypass Dobson at Chaparral
STATEMENT OF WORK
RFR Responsibilities & Scope of Work
Rain for Rent (RFR) will provide the following:
Delivery, installation, operation, removal, pickup of all quoted materials/equipment
Reference Materials
Project is quoted based on applicable/customer provided reference materials noted below:
Plans
Job Walk
Verbal / Written Request
Operating Parameters
Customer requests 4" DV100C pump for Primary and Standby.
Customer Responsibilities
It is the customer’s responsibility to inform RFR about prevailing wage at time of proposal. If RFR is informed after the quote is issued that
certified payroll is required, quote will be subject to additional charges.
Jobsite:
Customer is responsible for:
1. Informing RFR of any jobsite or general requirement(s) to perform work on location.
2. Securing permits, fees, bonding, right of ways, vehicular/pedestrian traffic control, and security.
3. Providing safe, secure access and egress to an adequate staging area throughout the job which could include brush clearing, grading, and
removal or replacement of any landscape or hardscape in the temporary right of way for the equipment.
4. Any damage to the environment including trees, vegetation, stream banks, or any other part of the site caused by the installation, removal,
construction, pulling or dragging of equipment, or operation of the equipment that would require site restoration or environmental
countermeasures.
5. Any excavation, saw cutting, trench plating for the purpose of road crossings, backfilling, restoration, modification, or alteration of any
permanent structure or site element including changes to pump pad preparation, suction, or discharge chambers during duration of job
(including installation and removal).
6. Traffic control including permits and barricades to limit traffic exposure to job site.
System:
1. RFR will provide dedicated equipment with operator and fuel to perform all needed unloading, testing, operations, maintenance, relocating,
cleaning, and reloading of provided equipment/system.
2. Customer will provide fueling.
3.
RFR
will
provide
preventative
maintenance
as
recommended
by
manufacturer
or
per
the
Rental
Agreement. https://rainforrentcorp.box.com/v/pumpmaintenance
4. Customer will supply all needed water for the commissioning, startup, and system testing. Project specific criteria for hydrotesting can be
provided at an additional charge.
Proposal Number 1092-IND-2003666 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 2 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2003666
Sales Rep: Jon Wilson
Rain For Rent
5. Customer shall provide all water for flushing and sanitation.
6. RFR shall provide labor for flushing and sanitation.
7. By accepting this quotation, the customer has acknowledged that the equipment proposed herein is suitable for its intended application and
accepts all liabilities associated with its use. Customer is responsible for compliance with appropriate liquid/material quality standards,
regulations, and testing protocols to meet all federal, state, local and job location specific requirements. Customer is responsible for all
waste materials associated with this equipment/system.
Customer is responsible for:
1. Any work in confined spaces.
2. Protecting system from damage including any freeze protection necessary to safeguard equipment from damage. Should equipment become
frozen and damaged, customer is responsible for repair of equipment. RFR can provide necessary freeze protection at an additional charge
per executed change order. Equipment stays on rent until it can be returned.
3. Using equipment in a safe and proper manner in accordance with manufacturers' recommendations, regulatory standards, and industry best
practices. Improper usage may cause equipment/system failure, damage, possible incidents, injuries, and spills.
4. Customer is responsible for identifying at-risk service laterals to evaluate and mitigate the potential for sewage backups. Customer must
communicate the risk of flooding and other potential issues to affected property owners. This may require customer to install additional
sewer plugs or backflow preventers.
5. Customer will provide sewer plugs and any associated installation, monitoring, and removal of sewer plugs.
6. Customer is responsible for any residual fluids in system once project is concluded to remove and properly dispose of.
Rental Release:
Contact the RFR office at 480-895-9225 to schedule rental release and equipment pickup when equipment/system is cleaned and ready to be
released. Flushing and cleaning of equipment must be performed to RFR’s standards prior to being called off rent. RFR personnel will perform a
visual inspection. It is recommended to have a customer representative on-site during inspection. Equipment found not to be in “delivered
condition” will not be picked up.
Project Scheduling & Billing
This quote is valid for 30 days. For the quoted items, RFR requires a signed quote prior to scheduling, subject to crew and equipment availability.
Customer acknowledges that availability of equipment/system and/or media will be confirmed at time of order. Additional freight charges may
apply subject to mutually agreed upon change order.
Billing
1. Delivery and first week’s labor will be billed at the end of the first week of installation, supported by signed daily work tickets. Any additional
labor will be billed weekly supported by signed day tickets.
2. Delivery and labor for this project will be billed upon completion of the installation.
Safety
Each employee is expected to adhere to the RFR Environmental, Health and Safety programs, which will protect the environment, the health and
safety of the customer, employees, and others. RFR asks for your full cooperation to succeed in this expected outcome.
Proposal Number 1092-IND-2003666 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 3 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2003666
Sales Rep: Jon Wilson
Rain For Rent
Achen-Gardner requests sewer bypass to support construction work.
Pricing is for 2 weeks with Pump Operation.
Equipment Rental = $4,193.60 (2 weeks)
Services: Delivery/Return hauling, Install, 2 weeks x 24 hour Pump Operation, Removal= $31,760.00.
Misc Fees are shown.
Details in Statement of Work.
Proposal Number 1092-IND-2003666 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 4 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2003666
Sales Rep: Jon Wilson
Rain For Rent
PROJECT COSTS
Estimated Rental Total
$4,193.60
Estimated Environmental Recovery Fees
$125.80
Total Estimated Recurring Charges
$4,319.40
MOBILIZATION & DE-MOB COSTS
Estimated Delivery
$170.67
Estimated Installation
$1,330.26
Estimated Removal
$1,136.54
Estimated Pickup
$170.67
Estimated Services
$29,120.00
GRAND TOTAL
$36,247.54
-Estimated costs do not include taxes
-Recurring rental project costs will be on a cycle/week/day basis+ tax
PO Number:
By signing this proposal, customer represents that he/she has read and agreed to both the Statement of Work and Quote Agreement sections, and
is also agreeing to the grand total amount listed above, plus any recommended optional items if accepted and initialed. If customer requires a
Purchase Order number to process and submit payment, it must be supplied to Rain for Rent at the time of acceptance of this proposal.
Proposal Acknowledgement
Date
Customer Signature
Customer Name
{{Fullname*}}
{{Signature*}}
{{Signdate}}
RPP
$587.10
I have received and reviewed the Rental Protection Plan Agreement incorporated as the last page of this estimate. By initialing this paragraph, I
understand that I am agreeing to enter into and be bound by the terms of the Rental Protection Plan Program Agreement and that I am authorized
to enter into this Agreement on behalf of Customer. FOR ALL RENTALS OF EQUIPMENT, EXCEPT THOSE SPECIFICALLY EXCLUDED, YOU MAY EITHER
SHOW PROOF OF PROPERTY INSURANCE IN ACCORDANCE WITH INSURANCE REQUIREMENTS AND RENTAL AGREEMENT OR PURCHASE THE
RENTAL PROTECTION. THE PURCHASE OF THE RENTAL PROTECTION PLAN FOR RENTALS OF EQUIPMENT IS NOT MANDATORY AND MAY BE
DECLINED IF YOU HAVE PROOF OF ALL RISK PROPERTY INSURANCE AS REQUIRED BY CONTRACT.
Rental Protection Plan
{{Initial}}
Created Date: 1/5/2022
Proposal Number 1092-IND-2003666 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 5 of 6
Achen-Gardner Construction, LLC
Account: 120490
Proposal: 1092-IND-2003666
Sales Rep: Jon Wilson
Rain For Rent
Quote Agreement
If Customer has entered into a Master Service Agreement with Rain for Rent and there is a conflict between these terms and conditions of this Quotation Agreement and the Customer's Master Service
Agreement, then the terms and conditions in the Customer's Master Service Agreement signed by Rain for Rent will prevail. Availability of products and services is subject to change without notice.
Payment terms are net 30 days from invoice date. Interest at the rate of 18% per year shall be charged on any past due invoice. A Fuel Surcharge will be calculated and invoiced based on the diesel fuel
price as published by the Department of Energy on https://www.eia.gov/petroleum/gasdiesel An Environmental Recovery Fee shall apply to all rental charges invoiced for the duration of the rental
pursuant to this quote/Estimate to help offset direct and indirect costs associated with regulatory compliance, obtaining permits, and obtaining licenses. California Air Quality Fee will be added to the cost
of diesel pumps used in California only. This is a State mandated fee. Customer is prohibited from deducting retention from Rain for Rent invoices and charging Rain for Rent liquidated damages. Customer
is responsible for flushing and cleaning tanks, roll off boxes, pipelines, pumps, filters and other Rain for Rent equipment prior to return unless specifically agreed to by both parties in writing. The Terms
and Conditions of the Rain For Rent Rental and Hazardous Material and/or Non-Hazardous Waste Agreement, Credit Application/Master Rental & Sales Agreement, Invoice and this Quotation (also known
as the Rain for Rent Rental/Sale Estimate as may be referenced in any Master Service Agreement, Blanket Purchase Order, or any other contractual document executed between the parties) contain the
complete and final agreement between Rain for Rent and Customer and no other agreement in any way modifying or adding to any of said Terms and Conditions will be binding upon Rain for Rent unless
made in writing and signed by a Rain for Rent Corporate Officer or Rain for Rent authorized representative. The Customer cannot alter the equipment without Rain for Rent's prior written approval.
Customer is responsible for equipment, repairs, maintenance and damage, excluding normal wear and tear or damage caused by Rain for Rent. All returned equipment is subject to inspection by Rain for
Rent personnel. Damages and accrued rent will be invoiced to Customer while equipment is out of service for repairs. The Customer is responsible for damage caused by reactive, corrosive or abrasive
material; including, but not limited to sand, sodium hydroxide, chlorine, and acids. Customer must notify Rain for Rent immediately of any spill so that any necessary repairs to the system can be made and
to minimize service interruption. The Customer assumes all risks of loss due to operation and use of the equipment. Customer will provide "all risk" property insurance for rented equipment. Customer
shall pay Rain for Rent additional expenses caused by unforeseen or changing conditions, including, but not limited to, soil, underground conditions, rock formations, environmental conditions, weather
events, regulations or restrictions, hard pan, boulders, cesspools, gas lines, waterlines, drain pipes, underground electrical conduits or other above ground or underground obstructions. All equipment
rented or used products sold are provided "AS IS, WHERE IS" in their present condition. Rain for Rent makes no warranties, expressed or implied of any kind whatsoever with respect to the equipment or
products. Sold equipment is not to be rented. Customer agrees that customer is renting equipment or purchasing used products based on their judgment and evaluation, without reliance upon any
statements of representations by Rain for Rent, and that Rain for Rent is not responsible for any defects in their operation or for any repairs, parts or services, unless otherwise noted. All new products
sold are provided without warranty beyond the terms of such warranty offered by the manufacturer, if any. Customer must comply with all original manufacturer's terms and conditions for any warranty
claims that may arise. Neither Rain for Rent nor the manufacturer warranties the product if it has failed due to corrosion, misuse or damage; (2) it has been altered, repaired or modified in any way that
would adversely affect its operation; or (3) it was installed or operated other than in accordance with manufacturer's operating instructions. Products supplied by Rain for Rent are warranted to be free
from any defect in workmanship and material under conditions of normal use and service. Rain for Rent's obligation under this warranty is limited to replacing or repairing at the designated
manufacturer's or Rain for Rent facility any part or parts returned to it with transportation charges prepaid, which Rain for Rent determines in its sole discretion to be defective. This Quotation excludes
any additional costs to Rain for Rent associated with Owner Controlled Insurance (OCIP) or WRAP insurance programs that will be added to Rain for Rent's prices. De-watering, Roll-off, Vacuum boxes and
similar equipment are not liquid tight. Rentee accepts full responsibility for all losses, damages and costs caused by or arising out of spills, leakage or discharge from this equipment. Rain for Rent will not
be held liable for any structural or soils subsidence. This Quotation is valid for 30 days and is subject to credit approval. Rain for Rent will take every effort to protect our customers and employees. Due to
the current pandemic, all quoted equipment and services are subject to delay, change, or unilateral cancelation by Rain for Rent. Please be assured every effort will be made to execute the quote as
written. The customer is responsible to inform Rain for Rent of any jobsite hazards, precautions, or entry requirements relating to the Corona Virus prior to Rain for Rent personnel going onsite to perform
work or deliver equipment. This includes informing Rain for Rent if anyone at the jobsite has tested positive and provide a list of actions taken to protect Rain for Rent personnel.
If you elect to maintain All Risk Property Insurance coverage, and the certificate of insurance You provide to Rain for Rent to evidence Your insurance coverage expires or is cancelled for any reason, You
agree Rain for Rent may charge RPP for Your rentals until such time as You provide an acceptable and valid certificate of insurance to Rain for Rent. This Rental Protection Plan Program Agreement (this
"RPP Agreement") is entered into between the undersigned Rentor and Rentee in relation to the Master Rental and Sales Agreement (MRSA) between Rentor and Rentee. If Rentee has checked or
initialed, as applicable, the Rental Protection Plan Program (the "RPP Program") box on the quote, then Rentee has opted-in to the RPP Program and this RPPP Agreement shall supplement the MSRA
whether or not executed by Rentee. Rentee understands and agrees that the RPP Program is not insurance and that the RPP Program provides only limited coverage, as described below.1.Cost;
Deductible; Maximum Coverage; Rentee shall pay a fee equal to 14 percent (14%) of the rental charge for each covered item, which fee shall be listed on each invoice during which period Rentee has
opted to participate in the RPP Program. In the event of a Covered Occurrence, as defined below, Rentee shall further be responsible for the lesser of $500 or 10 percent (10%) of the total loss, as a
deductible. The maximum coverage available under the RPP Program is $150,000 per Covered Occurrence, whether or not there is more than one piece of equipment involved in the
occurrence.2.Coverage; The RPP Program provides coverage only for losses involving Covered Equipment, as defined below, in the following instances: fire that was not caused by Rentee's gross negligence
or willful misconduct; theft for which a police report was filed, and that occurred despite Rentee's reasonable precautions to protect and secure the covered equipment; and vandalism for which a police
report was filed (individually, "Covered Occurrence," and collectively, "Covered Occurrence"). The RPP Program provides coverage only for the following types of equipment: pumps, electric submersible
pumps, tanks, generators, light towers, filtration, boxes, heaters, spillguards, safety products, sprinklers, hoses, pipe, valves and fittings ("Covered Equipment"). Coverage does not extend to any
equipment not owned by Rentor such as re-rented equipment.3.Exclusions; The RPP program does not cover any equipment or event of loss that is not specifically described in Section 2.Without limiting
the foregoing, the RPP Program does not provide coverage for the following: misuse of equipment; willful abuse of equipment; failure to maintain equipment; failure to secure items from theft (including
but not limited to failing to store items in a fenced, locked area or failing to maintain personnel on site); damage or theft while in transit to or from a jobsite; corrosion from any source; any damage caused
by named storm events; any instance that occurs while the account is not in good standing, such as a default as defined in the MRSA or upon written notice of non-payment; and any occurrence not
reported to Rentor within 24 hours after the occurrence. The RPP program does not provide coverage for: electronic equipment (controls, instrumentation, and wiring), flow meters, water meters, wheel
wash systems & accessories, Freezesentry items, or tires.4.Claims; All claims must be submitted within 24 hours of the Covered Occurrence. Rentor's mechanic will inspect the equipment following any
claim. The mechanic's findings as to the cause of the damage and cost of repair will be final. In the event of a theft or vandalism, Rentee must also provide supporting evidence that the site was secured at
the time of loss.
Rental Protection Plan Program Agreement
Proposal Number 1092-IND-2003666 Confidentiality Notice: This proposal and any associated document(s) are privileged and confidential and are intended for the sole use of the
addressee(s). They cannot be used, circulated, duplicated, quoted, or otherwise referred to or disclosed to third parties for any reason without the written consent of an Officer of
Western Oilfields Supply Company dba/Rain for Rent. If you have received this information in error, please immediately contact us at info@rainforrent.com.
Page 6 of 6
9229 S Hardy Drive Tempe, AZ 85284
Phone: 480-626-5257 Email: Sales@cpepumps.com
Quote #:
CP21-2887
Job Name:
Customer:
Achen Gardner
Location:
550 S 79th Street
Chandler, AZ
Chandler AZ
Contact:
Mark McLafferty
Phone:
602-877-9392
Email:
MMcLaffertyt@achen.com
Rental Equipment
RATES
Qty
Unit
Rental Period
Description
Day
Week
4 Week
Total
2
ea.
Week
884.00
$
2,652.00
$
1,768.00
$
2
ea.
Week
50.00
$
150.00
$
100.00
$
1
ea.
Week
375.00
$
1,125.00
$
375.00
$
2
ea.
Week
75.00
$
225.00
$
150.00
$
650
ft
Week
0.24
$
0.72
$
156.00
$
1
ea.
Week
158.33
$
475.00
$
158.33
$
14
Day
1,560.00
$
21,840.00
$
14
Day
170.00
$
2,380.00
$
1
Sale
$950.00
950.00
$
QUANTITIES ARE ESTIMATES
2 Week Rental Total
$30,584.67
QUANTITIES USED WILL BE BILLED
Delivery
$375.00
** This bypass is designed to pump 450gpm @ 20' TDH with
Pick-up
$375.00
100% Pump redundancy **
Estimated Install Labor
$3,125.00
Estimated Removal Labor
$1,800.00
Estimated Sale Tax
80.78
$
ESTIMATE TOTAL -
$36,340.45
Prepared by:
Jerry Sheatz
Accepted by:
Date:
Date:
Subject to Terms and Conditions on Page 2
Estimate valid for 30 days from issuance date
Wednesday, December 15, 2021
Est. Fuel Burn 40 Gal Per day@$4.25Gal
PE Stamped Bypass Plan
18" Sewer Bypass
Dobson & Chaparral
4" Silenced Pumps
1 person days 24/7 @ $65.00 per Hr.
10' x 12' x 12" Spill Berms
18" to 24" Multi size Plug
6" X 20' Suction Stingers
24/7 Pump Watch
6" DR17 HDPE Pipe
Misc. Elbows Pipe & Fittings
9229 S Hardy Drive Tempe, AZ 85284
Phone: 480-626-5257 Email: Sales@cpepumps.com
Terms, Conditions & Specifications
1. Customer agrees to abide by the terms and conditions on the purchase or rental contract.
2. Quantities are estimates and system is designed with information supplied by the customer. Any additional
requirements will incur additional charges.
3. Customer responsible for all permits, traffic control, road crossings, etc.
4. Customer responsible for all FUEL & PM SERVICE during pump rentals.
5. Pump rate is based on 8 hour day, 48 hour week, 192 hour 4 week.
N/A
6. Overtime Charges, if applicable, are Computed: (Monthly Rate / 192) X .5 = O/T Charge Per Hour
N/A
7. Labor rate is for normal working hours. Weekend or nighttime will incur additional charges.
8. Rental begins when equipment leaves CPE branch. Pumping systems are on rent during installation.
JOB SPECIFIC TERMS, CONDITIONS & SPECIFICATIONS
9. If Water Bridges are rented, they are placed under customer’s direction. Customer accepts sole responsibility for placement, ongoing
maintenance, and suitability for use in each specific traffic location.
Page 4 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
STEEL CASING
CASING
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6368879683
Trinity Product
TRIINITY
Unit Price
6022550234
Dana Kepner Co
DANAKEPNERCO
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
LF
35.00
24" STEEL CASING
2CAS24
190.2100
177.1500
0.0000
LF
70.00
36" STEEL CASING
2CAS36
270.3800
336.2300
Plugged Amount
Quoted Amount
0
25,584
0
29,736
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
25,584
29,736
Diff From Plug
25,584
29,736
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Trinity Products, LLC
1969 W. TERRA LN. O’ FALLON MO, 63366
Tel: (800) 456-7473
Fax: (636) 639-6258
Jan 05, 2022
Quote #: TPIQ55040
Project: Chandler Heights Uti...
QUOTE
Sales Rep:
Adam Manz
amanz@trinityproducts.com
636-887-9683
REMIT TO:
Trinity Products LLC
PO Box 84103
Chicago, IL, 60689-4003
FOB:
Approx. Ship
Date:
Terms of Sale:
JOBSITE
TBD
NET 30
QUOTE TO:
Achen-Gardner Construction
SHIP TO:
Mark McLafferty
550 South 79th St.
Chandler , Arizona 85226
Tel: 480-940-1300
Job Site
Chandler , Arizona 85224
DESCRIPTION
QTY
UOM
UNIT PRICE
TOTAL
24" x .375" Nominal, New Trinity Lo-profile Spiral Weld Steel
Pipe, A252 Gr. 3, Domestic w/ MTR's, 1pc @ 35'
35
FT
$99.35
$3,477.25
36" x .375" Nominal, New Trinity Lo-profile Spiral Weld Steel
Pipe, A252 Gr. 3, Domestic w/ MTR's, 2pcs @ 35'
70
FT
$149.80
$10,486.00
Freight to Chandler, AZ - Steel Pipe
1
T/L
$6,300.00
$6,300.00
8" x 24", Stainless Steel Spacer with EPDM Liner, Center
Restrained
4
EA
$185.00
$740.00
12" x 36", Stainless Steel Spacer with EPDM Liner, Center
Restrained
4
EA
$295.00
$1,180.00
16" x 36", Stainless Steel Spacer with EPDM Liner, Center
Restrained
4
EA
$275.00
$1,100.00
8" x 24", EPDM Wrap-Around End Seal
2
EA
$170.00
$340.00
12" x 36", EPDM Wrap-Around End Seal
2
EA
$365.00
$730.00
16" x 36", EPDM Wrap-Around End Seal
2
EA
$340.00
$680.00
Freight to Chandler, Arizona - Spacers/End Seals
1
EA
$550.00
$550.00
Accepted by:
Mark McLafferty
Date
SUBTOTAL:
$25,583.25
ESTIMATED TAX:
$0.00
GRAND TOTAL:
$25,583.25
Comments:
All materials are subject to prior sale, mill rolling schedule and price fluctuations upon receipt of order.
Thank you,
Adam Manz
For more information please visit our website @ www.trinityproducts.com
Any claim(s) for damaged or incorrect must be made in writing within five (5) days of receipt of material to be considered valid. Due to the volatility of the steel and fuel markets, all quotations will be su
surcharges at time of order and/or shipment. These surcharges will be monitored monthly and adjusted accordingly. Any recommendations are for educational purposes only, not for commercial work
are subject to prior sale. Trinity Products, LLC is not responsible for delivery problems, delays or costs incurred due to shipping or trucking problems. IMPORTANT: Regarding All Coated Materials: Dama
coating from shipping and handling should be expected. Customer is responsible for all coating repairs. Also included in this agreement is the final pages, titled "Terms and Conditions of Sale of Goods"
part of this order.
TERMS & CONDITIONS OF THE SALE OF GOODS
1. Buyer shall indemnify, defend and hold Seller harmless from and against any and all claims whatsoever, demands, liabilities, causes of action, losses, damages,
costs and expenses, including, without limitation, attorneys' fees and claims for breach of contract, bodily injury (including death) or property damage, arising out
of or relating to Seller furnishing goods hereunder in accordance with shop drawings that were approved, approved as noted, or with respect to which no
exceptions were taken, or in accordance with plans, specifications or other design documents furnished by Buyer to Seller. A shop drawing shall be deemed
approved for all purposes and deemed consistent with plans, specifications and other design documents unless Buyer notifies Seller in writing of a specific
objection having merit within 14 days of receipt of the shop drawing
2. All materials and their attachments remain the property of Trinity Products, Inc. until all payments have been made in full.
3. Trinity Products LLC's sales price is exclusive of any applicable sales tax, use tax, and any other transaction taxes that may be imposed by any governmental entity or agent
thereof whether state, county, municipal, city or otherwise ("Governmental Entity"). The Customer shall be exclusively responsible for the complete payment of any sales, use
or other transaction taxes and shall pay all invoiced sales, use or other transaction taxes upon its receipt of materials from Trinity Products, LLC unless it provides Trinity
Products, LLC with a valid sales tax exemption certificate. In the event that any Governmental Entity at any time deems the Customer's sales tax exemption certificate to be
invalid or inapplicable or otherwise determines that the transaction is subject to a sales tax, use tax, or other transaction taxes the Customer shall immediately upon demand
provide Trinity Products, LLC and/or any of its successors and/or affiliates with monetary funds to cover all applicable sales tax, use tax, and any other transaction taxes that
may have been assessed, including any applicable interest and penalties as well as any costs whatsoever incurred by Trinity Products, LLC, including, but not limited to, any
attorney's fees and accountant's fees.
4. Seller accepts Buyer's order only upon the terms and conditions on the face side hereof and as set forth herein (collectively the "TERMS"), The TERMS form the entire
agreement between the parties. All other terms, proposals, negotiations, representations, recommendations, statements or agreements, whether made or issued
contemporaneously or previously, are excluded from and are not a part of this agreement, and have no binding or enforceable effect. This agreement shall be binding on the
parties and their respective successors and assigns. An e-mail or facsimile transmission by Seller to Buyer at Buyer's last known e-mail address or to Buyer's last known
facsimile number shall be deemed delivered to Buyer upon Seller's transmission thereof, regardless of whether Buyer later claims non-receipt.
5. Buyer's failure to object to any terms as proposed by Seller within ten (10) days after receipt of this Agreement shall be deemed to be Buyer's acceptance of those terms. In
order for any change or amendment to this order to be binding upon Seller it must be accepted in writing by Seller.
6. Unless Seller and Buyer otherwise agree in writing, Buyer shall pay Seller's invoice within thirty (30) days of the invoice date. Interest shall accrue on each late payment at
the lesser of: (a) the highest rate permitted by law, and (b) one and one-half percent per month compounded monthly. Should Seller choose to hire an attorney to collect
monies claimed due hereunder from Buyer to Seller, Buyer shall pay to Seller, in addition to all other sums due to Seller, the reasonable attorneys' fees, expert fees, costs and
other expenses Seller incurs to pursue collection from the Buyer.
7. Should Seller learn of any information that causes Seller concern about Buyer's ability to perform any of its obligations owing to Seller under this sale, Seller has the right to
request Buyer to provide Seller adequate assurance of due performance on such terms as are deemed reasonable by Seller when acting in good faith, including the right to
await full or partial payment from Buyer as demanded by Seller. In such an instance, Seller may suspend its performance pending Buyer's receipt of adequate assurance of
due performance in a manner found acceptable by Seller.
8. Acceptance of contracts is at all times subject to the Seller’s credit approval and the Seller reserves the right to require full or partial payment in advance if, in the Seller’s
opinion, the financial condition of the Buyer does not justify shipment of material. If at any time, in the Seller’s judgment, reasonable doubt exists as to the Buyer’s financial
responsibility, or if Buyer is past due in payment of any amount owing to Seller under this or any other contract, Seller reserves the right, without liability and without
prejudice to any other remedies to suspend performance, decline to ship, or stop any material in transit, until Seller receives payment of all amounts owing to Seller whether
or not due, or adequate assurance of such payment.
9. Although title to the materials does not transfer from the Buyer to the Seller until the materials have been received at the subject construction site, and payments have
been made by the Buyer to the Seller, all prices are F.O.B. Seller's warehouse in Missouri. Buyer shall arrange for all insurance. Risk of loss to each item sold hereunder passes
to Buyer immediately before that item is shipped from Seller's warehouse. Title, ownership, and risk of loss of products and materials provided by Trinity Products, LLC to the
Customer is transferred from Trinity Products, LLC to the Customer (1) at the site of the construction project after fabrication is complete and where the materials supplied by
Trinity Products, LLC will actually be used and/or installed upon final written acceptance by the Customer if payment in full has been made by the Customer to Trinity
Products, LLC, or (2) five (5) days after the aforementioned materials are delivered to the project site where they will be used and/or installed and payment in full has been
made by the Customer to Trinity Products, LLC, whichever occurs first. Actual and constructive possession is not transferred at any other time with the SOLE EXCEPTION of the
event of "Customer pickup" at any of the business locations of Trinity Products, LLC and/or its affiliate locations in the State of Missouri, in which case title, ownership, and risk
of loss are transferred from Trinity Products, LLC to the Customer in the State of Missouri once payment in full has been made by the Customer to Trinity Products, LLC and
the Customer will be invoiced and will pay all applicable Missouri sales/use taxes (including local tax). The Customer shall at all times remain exclusively responsible for
payment to Trinity Products, LLC of any and all sales tax, use tax and any other transaction taxes that may be determined to be applicable by any Governmental Entity that
emanate from this transaction(s) and shall also be responsible for any other costs incurred by Trinity Products, LLC as set forth in term #3 above.
10. It is agreed that no retainage is allowed on this sale for labor or materials and invoices will be paid in full within the thirty day period specified. Any legal fees or other
collection costs shall be borne by Buyer.
11. Seller shall not be responsible for any inability to perform under the TERMS or for any loss or damage due to delays or disruptions resulting directly or indirectly from, or
contributed to by, any act of God, action or omission of Buyer, act of civil or military authorities, fire, strike or other labor dispute, accident, flood, war, riot, terrorism,
transportation delay, inability to obtain material or fuel supplies, or any other circumstances beyond Seller's reasonable control, whether similar or dissimilar to any of the
foregoing.
12. Even if Seller has shop drawings prepared or Seller performs, or directs the performance, of other services in connection with this sale, this sale and the interpretation of
the TERMS are nevertheless governed by Missouri law, including Article 2 of Missouri's Uniform Commercial Code.
13. Except for items sold "AS IS", Buyer shall inspect the goods sold hereunder upon their delivery and shall, to preserve a claim against Seller, notify Seller in writing within
five (5) days thereafter of any defect or deficiency believed to be Seller's responsibility. Should any such item contain a defect, deficiency or non-conformity for which Seller is
responsible, Seller shall repair or replace the item, at Seller's option, or Seller shall instruct Buyer in writing to return that item with shipping instructions in which case Seller's
sole responsibility will be to return to Buyer the price paid therefor plus the cost for the return shipping if paid by the Buyer. Buyer's failure to furnish Seller timely notice of a
defect, deficiency or non-conformity shall constitute unequivocal acceptance of the item(s). Except for the express warranties forming a part of the TERMS, Seller disclaims all
express and implied warranties, including implied warranties of merchantability and fitness for a particular purpose. Seller’s liability to Buyer, whether in
contract, warranty, tort or otherwise, is limited to that permitted under the "terms", and shall in no event exceed the purchase price hereunder. Notwithstanding
anything seemingly to the contrary, Seller shall not be liable to Buyer for any special, incidental, indirect, liquidated or consequential damages, including without
limitation damages for loss of use, lost time, delay, disruption, interference, loss of productivity, inconvenience, lost income, or lost profits. Seller shall have no
obligation to repair, replace, or accept the return of any item sold "AS IS". If Buyer inspects any of the goods prior to the delivery contemplated hereunder, the five (5) day
notice period for those goods shall run from that pre-delivery inspection date.
14. Seller warrants that the material sold hereunder will conform to the description stated herein (subject to tolerances and variations consistent with current trade practices
and practical testing and inspection methods); that Seller will convey good title thereto (except for any liens or encumbrances that may be caused by Buyer); and that Seller
will repair or replace any defective or nonconforming material or repay the purchase price, as Seller may elect, if notified thereof in writing within one (1) year from the date of
delivery. This is Seller’s sole warranty with respect to the material. Seller makes no other warranty of any kind whatever express or implied and all implied warranties of
merchantability and fitness for a particular purpose which exceed the aforesaid obligation are hereby disclaimed by Seller and excluded from this transaction.
15. Should Buyer wish to cancel this order, Buyer may do so only if Seller agrees in writing and material falls under standard material. In the event of any such cancellation of
standard material, the purchase price shall become the sum of: (a) all costs and expenses, direct and indirect, incurred by Seller in producing the order up to the date Seller
agreed in writing to the cancellation, plus (b) Seller's reasonable cancellation costs, which shall include a restocking charge of thirty-five percent (35) percent of the items not
delivered to Buyer or returned by Buyer, plus (c) a reasonable markup for Seller's home office overhead and profit. Non-standard material is non-returnable and order may
not be canceled. Materials deemed non-standard are available from Seller upon request.
16. Any offer made by Seller as part of this Part of this Agreement may be revoked by Seller prior to the acceptance of this Agreement in its entirety by Buyer. In any event,
this offer shall only remain valid for thirty (30) days.
17. Buyer acknowledges that the "terms" form the contract and are deemed made in Missouri, and that Buyer, in relation to this sale, is deemed to be transacting business in
Missouri. any legal action concerning a claim or dispute involving Buyer and Seller, whether in contract, tort or otherwise, shall be brought in a state or federal court for the
county or district in which Seller's office is located, and Buyer consents to the jurisdiction of that court in Missouri. notwithstanding the foregoing, any claim or dispute arising
out of or relating to this contract, or to the goods or services supplied by Seller to Buyer, or to monies claimed due from Buyer to Seller, whether in contract, in tort, or
otherwise, shall be decided by binding arbitration before a single arbitrator. If Buyer's address on this order is located in the United States, the arbitration shall be conducted
under the construction industry arbitration rules of the American Arbitration Association. If Buyer's address on this order is located outside the United States, the arbitration
shall be conducted under the international arbitration rules of the International Centre for dispute resolution. The arbitration award shall be enforceable in the state or
federal court mentioned above. The arbitration locale shall be St. Louis, Missouri. Nothing herein shall be construed as preventing Seller from enforcing any claim or right to a
mechanic's lien or any claim or right against a bond regardless of where such a claim must be filed or enforced.
18. Pricing is based on a continuous manufacturing schedule. Should this process be interrupted through no fault of the Seller. Seller shall be entitled to additional
compensation. Any cost associated with such delays shall be identified by Seller and agreed to by Buyer prior to continuation with manufacturing.
19. Buyer will proceed with changes in the work herein specified only upon receipt of a written order from Buyer specifying the requested change and containing an agreed
price and schedule adjustment.
20. Buyer’s exclusive remedy against Seller for any damages suffered by Buyer in connection with the material and arising out of this transaction shall be for breach of
contract, and Sellers’ liability in this regard shall be limited to repair or replacement of defective or nonconforming material or repayment of the purchase price paid therefore
by Buyer, as Seller may in its sole discretion elect. Because the sales price herein makes no provision for such risk, Seller shall in no event be liable to Buyer for any special or
consequential damages including, but not limited to, erection costs, lost profits, good will, loss of time, unabsorbed overhead, inconvenience or commercial loss. Any action
for breach of this contract must be commenced within one (1) year after the cause of action shall occur, and no such action may be maintained which is not commenced with
in such period.
21. If any provision of this Purchase Order, or portion of any provision, is declared or found to be unenforceable, the balance of this Purchase Order or such provision shall be
interpreted and enforced to the greatest extent possible as if the unenforceable provision or portion had never been a part hereof. In particular, if any interest rate provided
for herein is higher than that permitted by applicable law, it shall automatically be amended to the highest legal rate.
CHANDLER HEIGHTS UTILITY RELOCATIONS -CMAR
DOBSON / CHAPPARAL
PLEASE BE AWARE! THE PROPOSED CHINA TARIFF (SECTION 301, LIST 3) MAY AFFECT PRODUCTS OFFERED IN THIS
QUOTATION. IF THE TARIFF IS IMPLEMENTED, THE ACTUAL INCREASE IN PRICING WILL BE PASSED ON.
Approximate Projected Lead Time for Delivery of Materials Listed on this Quotation is 90+ Days for Water &
Sewer Projects and 180+ Days for Water Meters and/or Radios
BO122921B
Lex Cassiere
ACHEN GARDNER CONST - PHOENIX
Quote:
Sales Rep:
Customer:
ACHEN GARDNER LIST
TakeOff Name:
CHANDLER
Project Location:
Bid Date:
Phoenix
2401 South 19th Avenue
Phoenix, AZ 85009
Phone: 602.255.0234
On Call: 602.757.7991
Standard Hours: 6:00a to 4:00p Monday through Friday
Phone:
eMail:
602.369.2443
lCassiere@danakepner.com
Quote Printed: Wednesday, January 5, 2022
Page 1 of 11
Terms and Conditions
Due to the extreme volatility of raw material, energy, and transportation costs, the prices shown in this quotation are
only valid for 30 days, with the exception of PVC Pipe prices. PVC prices will be subject to the Manufacturers price in
effect at the time of shipment. Order releases and shipments delivered 60 days beyond the order date, or as stipulated,
will be subject to the price in effect at the time of shipment.
Totals are for estimating purposes only. Unit prices prevail.
Dana Kepner Company, Inc. is not responsible for manufacturers ability to ship material or hold prices.
Due to volatility in the copper commodity market, copper tubing pricing will be determined at time of shipment.
Quoted totals do not include taxes.
PVC and HDPE pricing is based on manufacturer's ability to direct ship to the jobsite.
This quote is for the supply of material only.
The materials specifications, sizes, and quantities listed are the interpretations of Dana Kepner Company, Inc. and are
believed to be correct, but are not guaranteed.
Connecting hardware for Non-DK supplied material is not included in bid, unless otherwise noted.
PVC Sewer Pipe may come in 13', 14', 20', & 22' lengths, based on availability. Regardless of product description in this
proposal.
Clay Pipe and Fittings are Non-Returnable.
PVC and HDPE material are considered Freight-On-Board from the manufacturer.
Terms are net 30, and Quote is based on award of complete project.
All returns must be approved by management and will have a minimum 15% restock charge. Nonstocks are not
returnable, and are shaded gray within this quote.
Manufacturer standard warranty applies.
Thank you for the opportunity to bid this project.
Assumptions
Chandler specifications will prevail in this proposal.
Quote Printed: Wednesday, January 5, 2022
Page 2 of 11
WATER
8" DIP WATERLINE
$7,395.88
24" STEEL CASING (8" WATERLINE)
$6,200.27
8" GATE VALVE
$4,221.06
12" DIP WATERLINE
$12,734.23
36" STEEL CASING (12" WATERLINE)
$11,703.62
12" GATE VALVE
$6,655.54
16" DIP WATERLINE
$49,759.31
36" STEEL CASING (16" WATERLINE)
$11,832.28
16" GATE VALVE
$13,677.26
1" COMBO AIR VAC VALVE
$2,675.65
WATER Total:
$126,855.10
SEWER
15" VCP SEWER
$3,457.87
SEWER Total:
$3,457.87
Total Quote before Taxes:
$130,312.97
Quote Summary
Quote Printed: Wednesday, January 5, 2022
Page 3 of 11
WATER
8" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
Qty
Unit
Description
Price
Total Price
1
108.0 FT
8"X18'1-1/2" PC350 DI PI PE TYTON JOINT, CMNT LIN DUCTILE
IRON PIPE-ANSI A21.51
$28.63
$3,092.04
2
4.0 HNDRD 20"X400' BLACK POLY TUBE PERFORATED EVERY 20'
$43.73
$174.92
3
1.0 ROLL
3"X1000' DETECTABLE TAPE - WATER - BLUE
$30.77
$30.77
4
3.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$19.44
5
500.0 FT
14 GAUGE TRACER WIRE, BL UE, 30-MIL, HI-STR 250#
$0.16
$80.00
6
2.0 EA
8" FIELD LOK GASKET
$117.64
$235.28
7
2.0 EA
8" FIELD LOK 350 GASKET (EPDM)(I)
$180.59
$361.18
8
5.0 EA
8" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$187.20
$936.00
9
17.0 EA
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$45.65
$776.05
10
17.0 EA
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$28.80
$489.60
11
1.0 EA
8" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$189.00
$189.00
12
1.0 EA
16X8" MJ TEE, CL, SSB, DI, LESS ACCS
$838.80
$838.80
13
2.0 EA
8" MJ CAP, SSB, DI, LESS ACCS
$86.40
$172.80
$7,395.88
Average Cost per FT:
$73.96
Total Units: 100.0
24" STEEL CASING (8" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
1.0 EA
24"X 35' LONG STEEL CASING PIPE, .375 WALL
$5,133.33
$5,133.33
2
4.0 EA
CSS8-0824-SS-CR STAINLESS STEEL CASING SPACER 2X2
PATTERN 8” WIDE
$224.27
$897.08
3
2.0 EA
ESW0824 END SEAL WRAP
$84.93
$169.86
$6,200.27
Average Cost per FT:
$177.15
Total Units: 35.0
Quote Printed: Wednesday, January 5, 2022
Page 4 of 11
8" GATE VALVE
Qty
Unit
Description
Price
Total Price
1
2.0 EA
8" MJ RW DI OL VALVE, LESS ACCS
$1,122.76
$2,245.52
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
6
4.0 EA
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$45.65
$182.60
7
4.0 EA
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$28.80
$115.20
$4,221.06
Average Cost per Each:
$2,110.53
Total Units: 2.0
12" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
** CAN USE THE REMAINDER OF THE DETECTABLE MARKING TAPE & TRACER WIRE FROM THE 8"
SUBSECTION **
Qty
Unit
Description
Price
Total Price
1
108.0 FT
12"X18' 1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE
IRON PIPE-ANSI A21.51
$43.87
$4,737.96
2
2.0 HNDRD 30"X200' BLACK POLY TUBE PERFORATED EVERY 20'
$63.64
$127.28
3
3.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$19.44
4
2.0 EA
12" FIELD LOK GASKET
$170.85
$341.70
5
2.0 EA
12" FIELD LOK 350 GASKET (EPDM)(I)
$266.82
$533.64
6
17.0 EA
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$98.57
$1,675.69
7
17.0 EA
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$38.41
$652.97
8
6.0 EA
12" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$399.00
$2,394.00
9
2.0 EA
12"MJ CAP,CL,SSB,DI, LESS ACCS
$161.40
$322.80
10
1.0 EA
12" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$304.20
$304.20
11
1.0 EA
16X12" MJ TEE, CL, SSB, DI, LESS ACCS
$1,624.55
$1,624.55
$12,734.23
Average Cost per FT:
$127.34
Total Units: 100.0
Quote Printed: Wednesday, January 5, 2022
Page 5 of 11
36" STEEL CASING (12" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
40.0 FT
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375
WALL
$246.67
$9,866.80
2
4.0 EA
CSS8-1236-SS-CR STAINLESSS STEEL CASING SPACER 2X2
PATTERN 8” WIDE
$366.67
$1,466.68
3
2.0 EA
ESW1236 END SEAL WRAP
$185.07
$370.14
$11,703.62
Average Cost per FT:
$334.39
Total Units: 35.0
12" GATE VALVE
** QUOTED 2 GATE VALVES. CUSTOMER TO VERIFY WHAT IS NEEDED **
Qty
Unit
Description
Price
Total Price
1
2.0 EA
12" MJ RW DI OL VALVE, LESS ACCS
$2,214.94
$4,429.88
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
6
4.0 EA
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$98.57
$394.28
7
4.0 EA
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$38.41
$153.64
$6,655.54
Average Cost per Each:
$3,327.77
Total Units: 2.0
Quote Printed: Wednesday, January 5, 2022
Page 6 of 11
16" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
** CAN USE THE REMAINDER OF THE DETECTABLE MARKING TAPE & TRACER WIRE FROM THE 8"
SUBSECTION **
Qty
Unit
Description
Price
Total Price
1
270.0 FT
16"X18'1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE
IRON PIPE-ANSI A21.51
$70.20
$18,954.00
2
6.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$38.88
3
3.1 HNDRD 34"X308' BLACK POLY TUBE (14-16") 8 MIL
$66.72
$205.50
4
7.0 EA
16" FIELD-LOK GASKET
$396.13
$2,772.91
5
2.0 EA
16" FIELD LOK 350 GASKET (EPDM)(I)
$621.35
$1,242.70
6
4.0 EA
16" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$903.00
$3,612.00
7
44.0 EA
16" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$186.75
$8,217.00
8
44.0 EA
16" MJ P R GASKET
$23.54
$1,035.76
9
528.0 EA
3/4X5" COR-TEN TEE HEAD BOLT, WITH NUT
$3.63
$1,916.64
10
4.0 EA
16" MJ 45 BEND, CL, SSB, DI, LESS ACCS
$645.60
$2,582.40
11
8.0 EA
16" L P MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$581.40
$4,651.20
12
1.0 EA
16" FLANGED CROSS C110, CL, TC
$2,627.12
$2,627.12
13
2.0 EA
16" MJXFLG ADAPTOR, CL, SSB, DI, LESS ACCS
$627.60
$1,255.20
14
2.0 EA
16" MJ CAP, SSB, DI, LESS ACCS
$324.00
$648.00
$49,759.31
Average Cost per FT:
$191.38
Total Units: 260.0
36" STEEL CASING (16" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
40.0 FT
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375
WALL
$246.67
$9,866.80
2
4.0 EA
CSS8-1636-SS-CR STAINLESSS STEEL CASING SPACER 2X3
PATTERN 8” WIDE
$406.07
$1,624.28
3
2.0 EA
ESW1636 END SEAL WRAP
$170.60
$341.20
$11,832.28
Average Cost per FT:
$338.07
Total Units: 35.0
Quote Printed: Wednesday, January 5, 2022
Page 7 of 11
16" GATE VALVE
Qty
Unit
Description
Price
Total Price
1
2.0 EA
16" MJ X FLG RW DI OL VALVE, LESS ACCS
$5,999.76
$11,999.52
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
$13,677.26
Average Cost per Each:
$6,838.63
Total Units: 2.0
1" COMBO AIR VAC VALVE
** QUOTED PER THE CUSTOMERS RFQ. CUSTOMER TO VERIFY THAT ALL MATERIAL MEETS CHANDLER
SPECS **
** CUSTOMER TO VERIFY ALL MATERIAL NEEDED **
Qty
Unit
Description
Price
Total Price
1
1.0 EA
202B-1438 X 1" IP FORD BRASS SADDLE DOUBLE STRAP TO
FIT13.20 TO 14.38 OD PIPE
$251.71
$251.71
2
1.0 EA
202B-962X1"IP FORD BRASS SADDLE DOUBLE STRAP TO
FIT9.05 TO 9.62 OD PIPE
$173.62
$173.62
3
60.0 FT
1"X20' K HARD COPPER TUBE
$8.81
$528.60
4
8.0 EA
1" SOLDER JOINT 90 BEND
$3.37
$26.96
5
2.0 EA
NL 1" FB1100 FORD CORP STOP (BALL CORP)
$86.21
$172.42
6
2.0 EA
NL 1" L84-44 FORD PJ ELL 1\ MALE IRON PIPE THREAD TO 1\
PACK JOINTFOR COPPER OR PLASTIC TUBING (CTS)
$37.01
$74.02
7
2.0 EA
NL B11-444 1" FORD BALL VALVE WITH FEMALE IRON PIPE
THREAD BOTH ENDS
$108.38
$216.76
8
2.0 EA
NL 1 X 6" BRASS NIPPLE
$13.21
$26.42
9
2.0 EA
1" 90 ELL, THREADED, NO LEAD BRASS
$8.50
$17.00
10
2.0 EA
1" ARI D-040-1" NYLON BASE AIR VAC
$258.41
$516.82
11
4.0 EA
NO 4 CONCRETE METER BOX, 22X33"
$89.17
$356.68
12
2.0 EA
POLYMER CONCRETE MAG #4 SOLID COVER, "WATER"
$157.32
$314.64
$2,675.65
Average Cost per Each:
$1,337.83
Total Units: 2.0
Quote Printed: Wednesday, January 5, 2022
Page 8 of 11
SEWER
15" VCP SEWER
Qty
Unit
Description
Price
Total Price
1
75.0 FT
15"X 7.5' CLAY PIPE, JCP
$42.17
$3,162.75
2
1.0 ROLL
ADEKA SWELL SEAL X 33' (4"-24")
$127.26
$127.26
3
2.0 EA
15" CLAY COUPLING
$70.93
$141.86
4
1.0 EA
GALLON CLAY PIPE LUBE
$26.00
$26.00
$3,457.87
Average Cost per FT:
$48.03
Total Units: 72.0
Quote Printed: Wednesday, January 5, 2022
Page 9 of 11
Prod ID
Description
Unit
Qty
Unit Price Total Price
0308350
8"X18'1-1/2" PC350 DI PI PE TYTON JOINT, CMNT LIN DUCTILE IRON
PIPE-ANSI A21.51
FT
108.0
$28.63
$3,092.04
0312350
12"X18' 1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE IRON
PIPE-ANSI A21.51
FT
108.0
$43.87
$4,737.96
0316350
16"X18'1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE IRON
PIPE-ANSI A21.51
FT
270.0
$70.20
$18,954.00
03GFL06EPDMNS
16" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$621.35
$1,242.70
03GFL08
8" FIELD LOK GASKET
EA
2.0
$117.64
$235.28
03GFL08EPDMNS
8" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$180.59
$361.18
03GFL12
12" FIELD LOK GASKET
EA
2.0
$170.85
$341.70
03GFL12EPDMNS
12" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$266.82
$533.64
03GFL16
16" FIELD-LOK GASKET
EA
7.0
$396.13
$2,772.91
09120H
1"X20' K HARD COPPER TUBE
FT
60.0
$8.81
$528.60
17C1575JCPNS
15"X 7.5' CLAY PIPE, JCP
FT
75.0
$42.17
$3,162.75
17CLUBE
GALLON CLAY PIPE LUBE
EA
1.0
$26.00
$26.00
18BG0840
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
EA
21.0
$28.80
$604.80
18BG1245
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
EA
21.0
$38.41
$806.61
18L0890
8" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
5.0
$187.20
$936.00
18L08C
8" MJ CAP, SSB, DI, LESS ACCS
EA
2.0
$86.40
$172.80
18L08SL
8" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
1.0
$189.00
$189.00
18L1290
12" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
6.0
$399.00
$2,394.00
18L12C
12"MJ CAP,CL,SSB,DI, LESS ACCS
EA
2.0
$161.40
$322.80
18L12SL
12" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
1.0
$304.20
$304.20
19G16
16" MJ P R GASKET
EA
44.0
$23.54
$1,035.76
19L1608T
16X8" MJ TEE, CL, SSB, DI, LESS ACCS
EA
1.0
$838.80
$838.80
19L1612T
16X12" MJ TEE, CL, SSB, DI, LESS ACCS
EA
1.0
$1,624.55
$1,624.55
19L1645
16" MJ 45 BEND, CL, SSB, DI, LESS ACCS
EA
4.0
$645.60
$2,582.40
19L1690
16" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
4.0
$903.00
$3,612.00
19L16AMF
16" MJXFLG ADAPTOR, CL, SSB, DI, LESS ACCS
EA
2.0
$627.60
$1,255.20
19L16C
16" MJ CAP, SSB, DI, LESS ACCS
EA
2.0
$324.00
$648.00
19L16SL
16" L P MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
8.0
$581.40
$4,651.20
20B5
3/4X5" COR-TEN TEE HEAD BOLT, WITH NUT
EA
528.0
$3.63
$1,916.64
30FXD1616NS
16" FLANGED CROSS C110, CL, TC
EA
1.0
$2,627.12
$2,627.12
311108
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE (COLOR
CODED BLACK)
EA
21.0
$45.65
$958.65
311112
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
EA
21.0
$98.57
$2,069.97
311116
16" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
EA
44.0
$186.75
$8,217.00
33106NL
NL 1 X 6" BRASS NIPPLE
EA
2.0
$13.21
$26.42
Material List
Quote Printed: Wednesday, January 5, 2022
Page 10 of 11
Prod ID
Description
Unit
Qty
Unit Price Total Price
34190NL
1" 90 ELL, THREADED, NO LEAD BRASS
EA
2.0
$8.50
$17.00
41ARID041
1" ARI D-040-1" NYLON BASE AIR VAC
EA
2.0
$258.41
$516.82
43DL08ML
8" MJ RW DI OL VALVE, LESS ACCS
EA
2.0
$1,122.76
$2,245.52
43DL12ML
12" MJ RW DI OL VALVE, LESS ACCS
EA
2.0
$2,214.94
$4,429.88
43DL16FML
16" MJ X FLG RW DI OL VALVE, LESS ACCS
EA
2.0
$5,999.76
$11,999.52
51564IN
TYPE C 564 VALVE BOX W/NYLON WATER LID
EA
6.0
$242.93
$1,457.58
64202B09624I
202B-962X1"IP FORD BRASS SADDLE DOUBLE STRAP TO FIT9.05 TO
9.62 OD PIPE
EA
1.0
$173.62
$173.62
64202B14384I
202B-1438 X 1" IP FORD BRASS SADDLE DOUBLE STRAP TO FIT13.20
TO 14.38 OD PIPE
EA
1.0
$251.71
$251.71
67B11444NL
NL B11-444 1" FORD BALL VALVE WITH FEMALE IRON PIPE THREAD
BOTH ENDS
EA
2.0
$108.38
$216.76
67FB11004NL
NL 1" FB1100 FORD CORP STOP (BALL CORP)
EA
2.0
$86.21
$172.42
67L8444NL
NL 1" L84-44 FORD PJ ELL 1\ MALE IRON PIPE THREAD TO 1\ PACK
JOINTFOR COPPER OR PLASTIC TUBING (CTS)
EA
2.0
$37.01
$74.02
68S190
1" SOLDER JOINT 90 BEND
EA
8.0
$3.37
$26.96
82CMB4
NO 4 CONCRETE METER BOX, 22X33"
EA
4.0
$89.17
$356.68
82PCL4
POLYMER CONCRETE MAG #4 SOLID COVER, "WATER"
EA
2.0
$157.32
$314.64
8820400BLK
20"X400' BLACK POLY TUBE PERFORATED EVERY 20'
HNDRD
4.0
$43.73
$174.92
8830200BLK
30"X200' BLACK POLY TUBE PERFORATED EVERY 20'
HNDRD
2.0
$63.64
$127.28
8834308BLK
34"X308' BLACK POLY TUBE (14-16") 8 MIL
HNDRD
3.1
$66.72
$205.50
88TAPEPR
2"X100' POLY TAPE, PRINTED CORROSION
EA
12.0
$6.48
$77.76
94AMC2005T
ADEKA SWELL SEAL X 33' (4"-24")
ROLL
1.0
$127.26
$127.26
94C011515
15" CLAY COUPLING
EA
2.0
$70.93
$141.86
94SP055SH
5" X 5' CAST IRON SH SOIL PIPE
FT
30.0
$49.93
$1,497.90
952437535NS
24"X 35' LONG STEEL CASING PIPE, .375 WALL
EA
1.0
$5,133.33
$5,133.33
953637540RLNS
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375 WALL
FT
80.0
$246.67
$19,733.60
95CSS80824SSCRNS
CSS8-0824-SS-CR STAINLESS STEEL CASING SPACER 2X2 PATTERN 8”
WIDE
EA
4.0
$224.27
$897.08
95CSS8123SSCRNS
CSS8-1236-SS-CR STAINLESSS STEEL CASING SPACER 2X2 PATTERN 8”
WIDE
EA
4.0
$366.67
$1,466.68
95CSS81636SSCRNS
CSS8-1636-SS-CR STAINLESSS STEEL CASING SPACER 2X3 PATTERN 8”
WIDE
EA
4.0
$406.07
$1,624.28
95ESW0824NS
ESW0824 END SEAL WRAP
EA
2.0
$84.93
$169.86
95ESW1236NS
ESW1236 END SEAL WRAP
EA
2.0
$185.07
$370.14
95ESW1636NS
ESW1636 END SEAL WRAP
EA
2.0
$170.60
$341.20
95TDWB3
3"X1000' DETECTABLE TAPE - WATER - BLUE
ROLL
1.0
$30.77
$30.77
95WT1430BLUHS
14 GAUGE TRACER WIRE, BL UE, 30-MIL, HI-STR 250#
FT
500.0
$0.16
$80.00
97SDR
SMALL DIRT RING
EA
6.0
$81.79
$490.74
97VSE8NS
OES 8' VALVE STEM EXTENSION , GRAY
EA
6.0
$264.50
$1,587.00
Total before Taxes:
$130,312.97
Quote Printed: Wednesday, January 5, 2022
Page 11 of 11
Page 5 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
PIPE PACAKGE
PIPEPK
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6024958420
Ferguson Water
FERGUSONWATE
Unit Price
4809267003
Core&Main
COREMAIN
Unit Price
6022550234
Dana Kepner Co
DANAKEPNERCO
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
2.00
1" COMBO AIR VAC
2CAV1
0.0000
1,171.5400
1,337.8300
0.0000
LF
70.00
12" DIP WATERLINE
2DIP12
0.0000
165.1500
181.9200
0.0000
LF
260.00
16" DIP WATERLINE
2DIP16
0.0000
173.2100
191.3900
0.0000
LF
70.00
8" DIP WATERLINE
2DIP8
0.0000
102.2300
105.6600
0.0000
EA
2.00
12" GATE VALVE
2GV12
0.0000
3,051.9500
3,327.7700
0.0000
EA
2.00
16" GATE VALVE
2GV16
0.0000
6,858.1200
6,838.6300
0.0000
EA
2.00
8" GATE VALVE
2GV8
0.0000
1,909.8000
2,110.5300
0.0000
LF
70.00
15" VCP
2VCP15
0.0000
46.6700
49.4000
Plugged Amount
Quoted Amount
0
0
0
93,001
0
100,580
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
0
Totals
0
93,001
100,580
Diff From Plug
0
93,001
100,580
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
ACHEN GARDNER CONSTRUCTION LLC
550 S 79TH STREET
CHANDLER, AZ 85226
Contact: Mark McLafferty
(T) (480) 940-1300
mmclafferty@achen.com
Job
Chandler Heights Utility Relocates Dobson /
Chapparal
Chandler, AZ
Maricopa County
Bid Date: 12/29/2021
Bid #: 2129460
Sales Representative
Vernon Pattan
(T) 480-926-7003
(F) 480-926-7050
Vern.Pattan@coreandmain.com
Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
(T) 480-926-7003
01/06/2022 - 2:30 PM
Actual taxes may vary
Page 1 of 4
Bid Proposal for Chandler Heights Utility Relocates
Dobson / Chapparal
CUSTOMER
CONTACT
NOTES
Seq# Qty
Description
Units
Price
Ext Price
DUE TO CURRENT SUPPLY CHAIN DISRUPTIONS, MATERIALS
ARE SUBJECT TO PRICING AT TIME OF SHIPMENT. MATERIAL
AVAILABILITY AND TIMELINESS OF SHIPMENTS CANNOT BE
GUARANTEED. THIS TERM SUPERSEDES ALL OTHER
CONTRACTUAL PROVISIONS.
10
8" DIP WATERLINE
20 108 8 TJ PR350 DI PIPE
FT
26.48 2,859.84
30
2
8 TJ FIELD LOK 350 GASKET SBR
EA
123.52
247.04
50
1
8 SURE STOP LOCKING GASKET
EA
160.15
160.15
EPDM HEAT RATED
80
5
8 MJ 90 C153 IMP
EA
174.14
870.70
90
17 8 TUFGRIP DI TLD-8 L/ACC (I)
EA
43.70
742.90
100 17 8 MJ REGULAR ACC SET L/GLAND
EA
25.80
438.60
110
1
8 MJ L/P SLV C153 IMP
EA
175.81
175.81
120
1
16X8 MJ TEE C153 IMP
EA
780.28
780.28
130
2
8 MJ CAP C153 IMP
EA
80.37
160.74
140
2
16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
273.74
150
2
16 MJ REGULAR ACC SET L/GLAND
EA
56.19
112.38
170 340 20"X340' POLYWRAP BLK F/6"-8" BS (W/20'PERF)
FT
0.59
200.60
180
2
T-10-2 UPC 10 MIL TAPE 2"X100'
EA
8.00
16.00
190 500 WIRE 14/1 X 500 UF BLUE SOLID FEED 500' ROLL
FT
0.13
65.00
200
1
3X1000' DET TAPE WATER BLUE
RL
52.03
52.03
SUBTOTAL 7,155.81
220
8" GATE VALVE
230
2
8 F6100 MJ RW GV OL ON L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL BOLTS &
NUTS
EA
1,118.23 2,236.46
240
4
8 TUFGRIP DI TLD-8 L/ACC (I)
EA
43.70
174.80
250
4
8 MJ REGULAR ACC SET L/GLAND
EA
25.80
103.20
260
4
36 564-A BOTTOM ONLY IMP
EA
66.88
267.52
270
2
24 562-A BOTTOM ONLY IMP
EA
47.75
95.50
280
2
16 562-A TOP ONLY IMP
EA
47.03
94.06
290
2
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
84.62
300
2
DC457 DEBRIS CAP-BLUE
EA
57.69
115.38
310
2
8'0" MAG EXT STEM ONLY
EA
253.66
507.32
320
2
VLV STEM EXT SMALL DIRT RING
EA
70.45
140.90
SUBTOTAL 3,819.76
340
12" DIP WATERLINE
350 108 12 TJ PR350 DI PIPE
FT
40.56 4,380.48
01/06/2022 - 2:30 PM
Actual taxes may vary
Page 2 of 4
ACHEN GARDNER CONSTRUCTION LLC
Job Location: Chandler, AZ
Bid Date: 12/29/2021
Core & Main
2129460
Core & Main
1410 W Harvard Ave
Gilbert, AZ 85233
Phone: 480-926-7003
Fax: 480-926-7050
Bid Proposal for Chandler Heights Utility Relocates Dobson / Chapparal
Seq# Qty
Description
Units
Price
Ext Price
360
2
12 TJ FIELD LOK 350 GASKET SBR
EA
179.39
358.78
380
2
12 SURE STOP LOCKING GASKET
EA
241.65
483.30
EPDM HEAT RATED
410 17 12 TUFGRIP DI TLD-12 L/ACC (I)
EA
94.36
1,604.12
420 17 12 MJ REGULAR ACC SET L/GLAND
EA
35.55
604.35
430
6
12 MJ 90 C153 IMP
EA
371.16
2,226.96
440
2
12 MJ CAP C153 IMP
EA
150.14
300.28
450
1
12 MJ L/P SLV C153 IMP
EA
282.98
282.98
460
1
16X12 MJ TEE C153 IMP
EA
932.65
932.65
470
2
16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
273.74
480
2
16 MJ REGULAR ACC SET L/GLAND
EA
56.19
112.38
SUBTOTAL 11,560.02
500
12" GATE VALVE
510
2
12 F6100 MJ RW GV OL ON L/ACC CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
2,206.36
4,412.72
520
4
12 TUFGRIP DI TLD-12 L/ACC (I)
EA
94.36
377.44
530
4
12 MJ REGULAR ACC SET L/GLAND
EA
35.55
142.20
540
2
36 564-A BOTTOM ONLY IMP
EA
66.88
133.76
550
2
24 562-A BOTTOM ONLY IMP
EA
47.75
95.50
560
2
16 562-A TOP ONLY IMP
EA
47.03
94.06
570
2
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
84.62
580
2
DC457 DEBRIS CAP-BLUE
EA
57.69
115.38
590
2
8'0" MAG EXT STEM ONLY
EA
253.66
507.32
600
2
VLV STEM EXT SMALL DIRT RING
EA
70.45
140.90
SUBTOTAL
6,103.90
620
16" DIP WATERLINE
630 270 16 TJ CL50 PR350 DI PIPE
FT
65.64
17,722.80
640
7
16 TJ FIELD LOK 350 GASKET SBR
EA
415.95
2,911.65
660
2
16 SURE STOP LOCKING GASKET
EA
540.24
1,080.48
EPDM HEAT RATED
690
4
16 MJ 90 C153 IMP
EA
840.00
3,360.00
700 44 16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
6,022.28
710 44 16 MJ REGULAR ACC SET L/GLAND
EA
56.19
2,472.36
720
4
16 MJ 45 C153 IMP
EA
600.56
2,402.24
730
8
16 MJ L/P SLV C153 IMP
EA
540.84
4,326.72
740
1
16 FLG CROSS C110 IMP
EA
2,489.30
2,489.30
750
2
16 MJXFLG ADPT C153 IMP
EA
583.81
1,167.62
760
2
16 MJ CAP C153 IMP
EA
301.40
602.80
770
6
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
57.81
346.86
780
6
16X1/8 FF CLOTH IN RUBBER GSKT
EA
21.48
128.88
SUBTOTAL 45,033.99
800
16" GATE VALVE
810
2
16 F6106 MJXFLG RW GV OL L/ACC ON CLOW GATE VALVE EPOXY COATED W/STAINLESS STEEL
BOLTS & NUTS
EA
6,000.00
12,000.00
01/06/2022 - 2:30 PM
Actual taxes may vary
Page 3 of 4
Bid Proposal for Chandler Heights Utility Relocates Dobson / Chapparal
Bid #: 2129460
Seq# Qty
Description
Units
Price
Ext Price
820
2
16 TUFGRIP DI TLD-16 L/ACC (I)
EA
136.87
273.74
830
2
16 MJ REGULAR ACC SET L/GLAND
EA
56.19
112.38
840
2
16 MAG HDG BOLT&NUT KIT L/GSKT A307A HOT DIP GALV
EA
57.81
115.62
850
2
16X1/8 FF CLOTH IN RUBBER GSKT
EA
21.48
42.96
860
2
36 564-A BOTTOM ONLY IMP
EA
66.88
133.76
870
2
24 562-A BOTTOM ONLY IMP
EA
47.75
95.50
880
2
16 562-A TOP ONLY IMP
EA
47.03
94.06
890
2
SWSERVICE NPR600-WA 562A POLYM
EA
42.31
84.62
900
2
DC457 DEBRIS CAP-BLUE
EA
57.69
115.38
910
2
8'0" MAG EXT STEM ONLY
EA
253.66
507.32
920
2
VLV STEM EXT SMALL DIRT RING
EA
70.45
140.90
SUBTOTAL
13,716.24
940
1" COMBO AIR VAC VALVE
950
PER DTL 106 / COC DTL C-319
960
1
BR2B1314IP100 SAD 12X1IP 13.14-14.58 DBL STRAP BRNZ SAD
EA
242.57
242.57
970
1
BR2B0899IP100 SAD 8X1IP 8.99-9.67 DBL STRAP BRNZ SAD
EA
167.27
167.27
980
2
B25025N 1 BALL CORP MIPXCF AWWA IP X COP FLARE NO LEAD
EA
75.32
150.64
990
60
1 HARD K COPPER TUBE 20'
FT
8.17
490.20
1000
8
1 WROT COPPER 90 BEND CXC
EA
2.73
21.84
1010
2
P25172N 1 BALL CURB PJCTSXFIP PACK JT CTS X FIP NO LEAD
EA
115.43
230.86
1020
2
1X6 BRASS NIPPLE NO LEAD (I)
EA
11.73
23.46
1030
2
1 BRASS 90 NO LEAD (I)
EA
7.48
14.96
1040
2
1" ARI D040 AIR RELEASE VALVE
EA
257.56
515.12
1050
2
#4 CONC MB EXT/STACK BOX PHOE- NIX
EA
66.73
133.46
1060
2
#4 CONC METER BOX BODY PHOENIX
EA
66.73
133.46
1070
2
#4 MAG POLY LID W/AMR WATER A6001852-H9
EA
109.62
219.24
SUBTOTAL
2,343.08
1090
15" VCP SEWER
1100
75
BUILDPROD 15" CLAY PIPE
FT
39.95
2,996.25
1120
4
102800 15 PVC MH STOP RING
EA
39.26
157.04
1130
2
1001-1515 15 CLAYXCLAY CPLG
EA
56.57
113.14
SUBTOTAL
3,266.43
Sub Total
92,999.23
Tax
0.00
Total
92,999.23
UNLESS OTHERWISE SPECIFIED HEREIN, PRICES QUOTED ARE VALID IF ACCEPTED BY CUSTOMER AND PRODUCTS ARE RELEASED BY
CUSTOMER FOR MANUFACTURE WITHIN THIRTY (30) CALENDAR DAYS FROM THE DATE OF THIS QUOTATION. CORE & MAIN LP
RESERVES THE RIGHT TO INCREASE PRICES TO ADDRESS FACTORS, INCLUDING BUT NOT LIMITED TO, GOVERNMENT
REGULATIONS, TARIFFS, TRANSPORTATION, FUEL AND RAW MATERIAL COSTS. DELIVERY WILL COMMENCE BASED UPON
MANUFACTURER LEAD TIMES. ANY MATERIAL DELIVERIES DELAYED BEYOND MANUFACTURER LEAD TIMES MAY BE SUBJECT TO
PRICE INCREASES AND/OR APPLICABLE STORAGE FEES. THIS BID PROPOSAL IS CONTINGENT UPON BUYER’S ACCEPTANCE OF
SELLER’S TERMS AND CONDITIONS OF SALE, AS MODIFIED FROM TIME TO TIME, WHICH CAN BE FOUND AT:
https://coreandmain.com/TandC/
01/06/2022 - 2:30 PM
Actual taxes may vary
Page 4 of 4
Bid Proposal for Chandler Heights Utility Relocates Dobson / Chapparal
Bid #: 2129460
CHANDLER HEIGHTS UTILITY RELOCATIONS -CMAR
DOBSON / CHAPPARAL
PLEASE BE AWARE! THE PROPOSED CHINA TARIFF (SECTION 301, LIST 3) MAY AFFECT PRODUCTS OFFERED IN THIS
QUOTATION. IF THE TARIFF IS IMPLEMENTED, THE ACTUAL INCREASE IN PRICING WILL BE PASSED ON.
Approximate Projected Lead Time for Delivery of Materials Listed on this Quotation is 90+ Days for Water &
Sewer Projects and 180+ Days for Water Meters and/or Radios
BO122921B
Lex Cassiere
ACHEN GARDNER CONST - PHOENIX
Quote:
Sales Rep:
Customer:
ACHEN GARDNER LIST
TakeOff Name:
CHANDLER
Project Location:
Bid Date:
Phoenix
2401 South 19th Avenue
Phoenix, AZ 85009
Phone: 602.255.0234
On Call: 602.757.7991
Standard Hours: 6:00a to 4:00p Monday through Friday
Phone:
eMail:
602.369.2443
lCassiere@danakepner.com
Quote Printed: Wednesday, January 5, 2022
Page 1 of 11
Terms and Conditions
Due to the extreme volatility of raw material, energy, and transportation costs, the prices shown in this quotation are
only valid for 30 days, with the exception of PVC Pipe prices. PVC prices will be subject to the Manufacturers price in
effect at the time of shipment. Order releases and shipments delivered 60 days beyond the order date, or as stipulated,
will be subject to the price in effect at the time of shipment.
Totals are for estimating purposes only. Unit prices prevail.
Dana Kepner Company, Inc. is not responsible for manufacturers ability to ship material or hold prices.
Due to volatility in the copper commodity market, copper tubing pricing will be determined at time of shipment.
Quoted totals do not include taxes.
PVC and HDPE pricing is based on manufacturer's ability to direct ship to the jobsite.
This quote is for the supply of material only.
The materials specifications, sizes, and quantities listed are the interpretations of Dana Kepner Company, Inc. and are
believed to be correct, but are not guaranteed.
Connecting hardware for Non-DK supplied material is not included in bid, unless otherwise noted.
PVC Sewer Pipe may come in 13', 14', 20', & 22' lengths, based on availability. Regardless of product description in this
proposal.
Clay Pipe and Fittings are Non-Returnable.
PVC and HDPE material are considered Freight-On-Board from the manufacturer.
Terms are net 30, and Quote is based on award of complete project.
All returns must be approved by management and will have a minimum 15% restock charge. Nonstocks are not
returnable, and are shaded gray within this quote.
Manufacturer standard warranty applies.
Thank you for the opportunity to bid this project.
Assumptions
Chandler specifications will prevail in this proposal.
Quote Printed: Wednesday, January 5, 2022
Page 2 of 11
WATER
8" DIP WATERLINE
$7,395.88
24" STEEL CASING (8" WATERLINE)
$6,200.27
8" GATE VALVE
$4,221.06
12" DIP WATERLINE
$12,734.23
36" STEEL CASING (12" WATERLINE)
$11,703.62
12" GATE VALVE
$6,655.54
16" DIP WATERLINE
$49,759.31
36" STEEL CASING (16" WATERLINE)
$11,832.28
16" GATE VALVE
$13,677.26
1" COMBO AIR VAC VALVE
$2,675.65
WATER Total:
$126,855.10
SEWER
15" VCP SEWER
$3,457.87
SEWER Total:
$3,457.87
Total Quote before Taxes:
$130,312.97
Quote Summary
Quote Printed: Wednesday, January 5, 2022
Page 3 of 11
WATER
8" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
Qty
Unit
Description
Price
Total Price
1
108.0 FT
8"X18'1-1/2" PC350 DI PI PE TYTON JOINT, CMNT LIN DUCTILE
IRON PIPE-ANSI A21.51
$28.63
$3,092.04
2
4.0 HNDRD 20"X400' BLACK POLY TUBE PERFORATED EVERY 20'
$43.73
$174.92
3
1.0 ROLL
3"X1000' DETECTABLE TAPE - WATER - BLUE
$30.77
$30.77
4
3.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$19.44
5
500.0 FT
14 GAUGE TRACER WIRE, BL UE, 30-MIL, HI-STR 250#
$0.16
$80.00
6
2.0 EA
8" FIELD LOK GASKET
$117.64
$235.28
7
2.0 EA
8" FIELD LOK 350 GASKET (EPDM)(I)
$180.59
$361.18
8
5.0 EA
8" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$187.20
$936.00
9
17.0 EA
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$45.65
$776.05
10
17.0 EA
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$28.80
$489.60
11
1.0 EA
8" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$189.00
$189.00
12
1.0 EA
16X8" MJ TEE, CL, SSB, DI, LESS ACCS
$838.80
$838.80
13
2.0 EA
8" MJ CAP, SSB, DI, LESS ACCS
$86.40
$172.80
$7,395.88
Average Cost per FT:
$73.96
Total Units: 100.0
24" STEEL CASING (8" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
1.0 EA
24"X 35' LONG STEEL CASING PIPE, .375 WALL
$5,133.33
$5,133.33
2
4.0 EA
CSS8-0824-SS-CR STAINLESS STEEL CASING SPACER 2X2
PATTERN 8” WIDE
$224.27
$897.08
3
2.0 EA
ESW0824 END SEAL WRAP
$84.93
$169.86
$6,200.27
Average Cost per FT:
$177.15
Total Units: 35.0
Quote Printed: Wednesday, January 5, 2022
Page 4 of 11
8" GATE VALVE
Qty
Unit
Description
Price
Total Price
1
2.0 EA
8" MJ RW DI OL VALVE, LESS ACCS
$1,122.76
$2,245.52
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
6
4.0 EA
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$45.65
$182.60
7
4.0 EA
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$28.80
$115.20
$4,221.06
Average Cost per Each:
$2,110.53
Total Units: 2.0
12" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
** CAN USE THE REMAINDER OF THE DETECTABLE MARKING TAPE & TRACER WIRE FROM THE 8"
SUBSECTION **
Qty
Unit
Description
Price
Total Price
1
108.0 FT
12"X18' 1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE
IRON PIPE-ANSI A21.51
$43.87
$4,737.96
2
2.0 HNDRD 30"X200' BLACK POLY TUBE PERFORATED EVERY 20'
$63.64
$127.28
3
3.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$19.44
4
2.0 EA
12" FIELD LOK GASKET
$170.85
$341.70
5
2.0 EA
12" FIELD LOK 350 GASKET (EPDM)(I)
$266.82
$533.64
6
17.0 EA
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$98.57
$1,675.69
7
17.0 EA
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$38.41
$652.97
8
6.0 EA
12" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$399.00
$2,394.00
9
2.0 EA
12"MJ CAP,CL,SSB,DI, LESS ACCS
$161.40
$322.80
10
1.0 EA
12" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$304.20
$304.20
11
1.0 EA
16X12" MJ TEE, CL, SSB, DI, LESS ACCS
$1,624.55
$1,624.55
$12,734.23
Average Cost per FT:
$127.34
Total Units: 100.0
Quote Printed: Wednesday, January 5, 2022
Page 5 of 11
36" STEEL CASING (12" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
40.0 FT
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375
WALL
$246.67
$9,866.80
2
4.0 EA
CSS8-1236-SS-CR STAINLESSS STEEL CASING SPACER 2X2
PATTERN 8” WIDE
$366.67
$1,466.68
3
2.0 EA
ESW1236 END SEAL WRAP
$185.07
$370.14
$11,703.62
Average Cost per FT:
$334.39
Total Units: 35.0
12" GATE VALVE
** QUOTED 2 GATE VALVES. CUSTOMER TO VERIFY WHAT IS NEEDED **
Qty
Unit
Description
Price
Total Price
1
2.0 EA
12" MJ RW DI OL VALVE, LESS ACCS
$2,214.94
$4,429.88
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
6
4.0 EA
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$98.57
$394.28
7
4.0 EA
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
$38.41
$153.64
$6,655.54
Average Cost per Each:
$3,327.77
Total Units: 2.0
Quote Printed: Wednesday, January 5, 2022
Page 6 of 11
16" DIP WATERLINE
**QUOTED TJ NON RESTRAINED DI PIPE & THE FIELD LOK GASKET QTY CALLED ON THE CUSTOMERS
RFQ. CUSTOMER TO VERIFY WHAT TYPE OF RESTRAINED JOINT DI PIPE IS NEEDED**
** QUOTE EPDM GASKET. CUSTOMER TO SPECIFY THE TEMPERATURE THE GASKETS NEED TO BE RATED
AT. QUOTE MAY NEED TO BE REVISED **
** CAN USE THE REMAINDER OF THE DETECTABLE MARKING TAPE & TRACER WIRE FROM THE 8"
SUBSECTION **
Qty
Unit
Description
Price
Total Price
1
270.0 FT
16"X18'1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE
IRON PIPE-ANSI A21.51
$70.20
$18,954.00
2
6.0 EA
2"X100' POLY TAPE, PRINTED CORROSION
$6.48
$38.88
3
3.1 HNDRD 34"X308' BLACK POLY TUBE (14-16") 8 MIL
$66.72
$205.50
4
7.0 EA
16" FIELD-LOK GASKET
$396.13
$2,772.91
5
2.0 EA
16" FIELD LOK 350 GASKET (EPDM)(I)
$621.35
$1,242.70
6
4.0 EA
16" MJ 90 BEND, CL, SSB, DI, LESS ACCS
$903.00
$3,612.00
7
44.0 EA
16" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
$186.75
$8,217.00
8
44.0 EA
16" MJ P R GASKET
$23.54
$1,035.76
9
528.0 EA
3/4X5" COR-TEN TEE HEAD BOLT, WITH NUT
$3.63
$1,916.64
10
4.0 EA
16" MJ 45 BEND, CL, SSB, DI, LESS ACCS
$645.60
$2,582.40
11
8.0 EA
16" L P MJ SOLID SLEEVE, SSB, DI, LESS ACCS
$581.40
$4,651.20
12
1.0 EA
16" FLANGED CROSS C110, CL, TC
$2,627.12
$2,627.12
13
2.0 EA
16" MJXFLG ADAPTOR, CL, SSB, DI, LESS ACCS
$627.60
$1,255.20
14
2.0 EA
16" MJ CAP, SSB, DI, LESS ACCS
$324.00
$648.00
$49,759.31
Average Cost per FT:
$191.38
Total Units: 260.0
36" STEEL CASING (16" WATERLINE)
Qty
Unit
Description
Price
Total Price
1
40.0 FT
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375
WALL
$246.67
$9,866.80
2
4.0 EA
CSS8-1636-SS-CR STAINLESSS STEEL CASING SPACER 2X3
PATTERN 8” WIDE
$406.07
$1,624.28
3
2.0 EA
ESW1636 END SEAL WRAP
$170.60
$341.20
$11,832.28
Average Cost per FT:
$338.07
Total Units: 35.0
Quote Printed: Wednesday, January 5, 2022
Page 7 of 11
16" GATE VALVE
Qty
Unit
Description
Price
Total Price
1
2.0 EA
16" MJ X FLG RW DI OL VALVE, LESS ACCS
$5,999.76
$11,999.52
2
2.0 EA
TYPE C 564 VALVE BOX W/NYLON WATER LID
$242.93
$485.86
3
10.0 FT
5" X 5' CAST IRON SH SOIL PIPE
$49.93
$499.30
4
2.0 EA
OES 8' VALVE STEM EXTENSION , GRAY
$264.50
$529.00
5
2.0 EA
SMALL DIRT RING
$81.79
$163.58
$13,677.26
Average Cost per Each:
$6,838.63
Total Units: 2.0
1" COMBO AIR VAC VALVE
** QUOTED PER THE CUSTOMERS RFQ. CUSTOMER TO VERIFY THAT ALL MATERIAL MEETS CHANDLER
SPECS **
** CUSTOMER TO VERIFY ALL MATERIAL NEEDED **
Qty
Unit
Description
Price
Total Price
1
1.0 EA
202B-1438 X 1" IP FORD BRASS SADDLE DOUBLE STRAP TO
FIT13.20 TO 14.38 OD PIPE
$251.71
$251.71
2
1.0 EA
202B-962X1"IP FORD BRASS SADDLE DOUBLE STRAP TO
FIT9.05 TO 9.62 OD PIPE
$173.62
$173.62
3
60.0 FT
1"X20' K HARD COPPER TUBE
$8.81
$528.60
4
8.0 EA
1" SOLDER JOINT 90 BEND
$3.37
$26.96
5
2.0 EA
NL 1" FB1100 FORD CORP STOP (BALL CORP)
$86.21
$172.42
6
2.0 EA
NL 1" L84-44 FORD PJ ELL 1\ MALE IRON PIPE THREAD TO 1\
PACK JOINTFOR COPPER OR PLASTIC TUBING (CTS)
$37.01
$74.02
7
2.0 EA
NL B11-444 1" FORD BALL VALVE WITH FEMALE IRON PIPE
THREAD BOTH ENDS
$108.38
$216.76
8
2.0 EA
NL 1 X 6" BRASS NIPPLE
$13.21
$26.42
9
2.0 EA
1" 90 ELL, THREADED, NO LEAD BRASS
$8.50
$17.00
10
2.0 EA
1" ARI D-040-1" NYLON BASE AIR VAC
$258.41
$516.82
11
4.0 EA
NO 4 CONCRETE METER BOX, 22X33"
$89.17
$356.68
12
2.0 EA
POLYMER CONCRETE MAG #4 SOLID COVER, "WATER"
$157.32
$314.64
$2,675.65
Average Cost per Each:
$1,337.83
Total Units: 2.0
Quote Printed: Wednesday, January 5, 2022
Page 8 of 11
SEWER
15" VCP SEWER
Qty
Unit
Description
Price
Total Price
1
75.0 FT
15"X 7.5' CLAY PIPE, JCP
$42.17
$3,162.75
2
1.0 ROLL
ADEKA SWELL SEAL X 33' (4"-24")
$127.26
$127.26
3
2.0 EA
15" CLAY COUPLING
$70.93
$141.86
4
1.0 EA
GALLON CLAY PIPE LUBE
$26.00
$26.00
$3,457.87
Average Cost per FT:
$48.03
Total Units: 72.0
Quote Printed: Wednesday, January 5, 2022
Page 9 of 11
Prod ID
Description
Unit
Qty
Unit Price Total Price
0308350
8"X18'1-1/2" PC350 DI PI PE TYTON JOINT, CMNT LIN DUCTILE IRON
PIPE-ANSI A21.51
FT
108.0
$28.63
$3,092.04
0312350
12"X18' 1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE IRON
PIPE-ANSI A21.51
FT
108.0
$43.87
$4,737.96
0316350
16"X18'1-1/2" PC350 DI PIPE TYTON JOINT, CMNT L DUCTILE IRON
PIPE-ANSI A21.51
FT
270.0
$70.20
$18,954.00
03GFL06EPDMNS
16" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$621.35
$1,242.70
03GFL08
8" FIELD LOK GASKET
EA
2.0
$117.64
$235.28
03GFL08EPDMNS
8" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$180.59
$361.18
03GFL12
12" FIELD LOK GASKET
EA
2.0
$170.85
$341.70
03GFL12EPDMNS
12" FIELD LOK 350 GASKET (EPDM)(I)
EA
2.0
$266.82
$533.64
03GFL16
16" FIELD-LOK GASKET
EA
7.0
$396.13
$2,772.91
09120H
1"X20' K HARD COPPER TUBE
FT
60.0
$8.81
$528.60
17C1575JCPNS
15"X 7.5' CLAY PIPE, JCP
FT
75.0
$42.17
$3,162.75
17CLUBE
GALLON CLAY PIPE LUBE
EA
1.0
$26.00
$26.00
18BG0840
8" MJ BOLT & GASKET PAK W/6-3/4X4.0" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
EA
21.0
$28.80
$604.80
18BG1245
12" MJ BOLT & GASKET PAK W/8-3/4X4.5" COR-TEN T-HEAD
BOLTS/NUTS & MJ GASKET
EA
21.0
$38.41
$806.61
18L0890
8" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
5.0
$187.20
$936.00
18L08C
8" MJ CAP, SSB, DI, LESS ACCS
EA
2.0
$86.40
$172.80
18L08SL
8" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
1.0
$189.00
$189.00
18L1290
12" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
6.0
$399.00
$2,394.00
18L12C
12"MJ CAP,CL,SSB,DI, LESS ACCS
EA
2.0
$161.40
$322.80
18L12SL
12" LP MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
1.0
$304.20
$304.20
19G16
16" MJ P R GASKET
EA
44.0
$23.54
$1,035.76
19L1608T
16X8" MJ TEE, CL, SSB, DI, LESS ACCS
EA
1.0
$838.80
$838.80
19L1612T
16X12" MJ TEE, CL, SSB, DI, LESS ACCS
EA
1.0
$1,624.55
$1,624.55
19L1645
16" MJ 45 BEND, CL, SSB, DI, LESS ACCS
EA
4.0
$645.60
$2,582.40
19L1690
16" MJ 90 BEND, CL, SSB, DI, LESS ACCS
EA
4.0
$903.00
$3,612.00
19L16AMF
16" MJXFLG ADAPTOR, CL, SSB, DI, LESS ACCS
EA
2.0
$627.60
$1,255.20
19L16C
16" MJ CAP, SSB, DI, LESS ACCS
EA
2.0
$324.00
$648.00
19L16SL
16" L P MJ SOLID SLEEVE, SSB, DI, LESS ACCS
EA
8.0
$581.40
$4,651.20
20B5
3/4X5" COR-TEN TEE HEAD BOLT, WITH NUT
EA
528.0
$3.63
$1,916.64
30FXD1616NS
16" FLANGED CROSS C110, CL, TC
EA
1.0
$2,627.12
$2,627.12
311108
8" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE (COLOR
CODED BLACK)
EA
21.0
$45.65
$958.65
311112
12" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
EA
21.0
$98.57
$2,069.97
311116
16" DI PIPE MECHANICAL RESTRAINT FOR DUCTILE IRON PIPE
(COLOR CODED BLACK)
EA
44.0
$186.75
$8,217.00
33106NL
NL 1 X 6" BRASS NIPPLE
EA
2.0
$13.21
$26.42
Material List
Quote Printed: Wednesday, January 5, 2022
Page 10 of 11
Prod ID
Description
Unit
Qty
Unit Price Total Price
34190NL
1" 90 ELL, THREADED, NO LEAD BRASS
EA
2.0
$8.50
$17.00
41ARID041
1" ARI D-040-1" NYLON BASE AIR VAC
EA
2.0
$258.41
$516.82
43DL08ML
8" MJ RW DI OL VALVE, LESS ACCS
EA
2.0
$1,122.76
$2,245.52
43DL12ML
12" MJ RW DI OL VALVE, LESS ACCS
EA
2.0
$2,214.94
$4,429.88
43DL16FML
16" MJ X FLG RW DI OL VALVE, LESS ACCS
EA
2.0
$5,999.76
$11,999.52
51564IN
TYPE C 564 VALVE BOX W/NYLON WATER LID
EA
6.0
$242.93
$1,457.58
64202B09624I
202B-962X1"IP FORD BRASS SADDLE DOUBLE STRAP TO FIT9.05 TO
9.62 OD PIPE
EA
1.0
$173.62
$173.62
64202B14384I
202B-1438 X 1" IP FORD BRASS SADDLE DOUBLE STRAP TO FIT13.20
TO 14.38 OD PIPE
EA
1.0
$251.71
$251.71
67B11444NL
NL B11-444 1" FORD BALL VALVE WITH FEMALE IRON PIPE THREAD
BOTH ENDS
EA
2.0
$108.38
$216.76
67FB11004NL
NL 1" FB1100 FORD CORP STOP (BALL CORP)
EA
2.0
$86.21
$172.42
67L8444NL
NL 1" L84-44 FORD PJ ELL 1\ MALE IRON PIPE THREAD TO 1\ PACK
JOINTFOR COPPER OR PLASTIC TUBING (CTS)
EA
2.0
$37.01
$74.02
68S190
1" SOLDER JOINT 90 BEND
EA
8.0
$3.37
$26.96
82CMB4
NO 4 CONCRETE METER BOX, 22X33"
EA
4.0
$89.17
$356.68
82PCL4
POLYMER CONCRETE MAG #4 SOLID COVER, "WATER"
EA
2.0
$157.32
$314.64
8820400BLK
20"X400' BLACK POLY TUBE PERFORATED EVERY 20'
HNDRD
4.0
$43.73
$174.92
8830200BLK
30"X200' BLACK POLY TUBE PERFORATED EVERY 20'
HNDRD
2.0
$63.64
$127.28
8834308BLK
34"X308' BLACK POLY TUBE (14-16") 8 MIL
HNDRD
3.1
$66.72
$205.50
88TAPEPR
2"X100' POLY TAPE, PRINTED CORROSION
EA
12.0
$6.48
$77.76
94AMC2005T
ADEKA SWELL SEAL X 33' (4"-24")
ROLL
1.0
$127.26
$127.26
94C011515
15" CLAY COUPLING
EA
2.0
$70.93
$141.86
94SP055SH
5" X 5' CAST IRON SH SOIL PIPE
FT
30.0
$49.93
$1,497.90
952437535NS
24"X 35' LONG STEEL CASING PIPE, .375 WALL
EA
1.0
$5,133.33
$5,133.33
953637540RLNS
36"X 40' R/L (RANDOM LENGTH) STEEL CASING PIPE .375 WALL
FT
80.0
$246.67
$19,733.60
95CSS80824SSCRNS
CSS8-0824-SS-CR STAINLESS STEEL CASING SPACER 2X2 PATTERN 8”
WIDE
EA
4.0
$224.27
$897.08
95CSS8123SSCRNS
CSS8-1236-SS-CR STAINLESSS STEEL CASING SPACER 2X2 PATTERN 8”
WIDE
EA
4.0
$366.67
$1,466.68
95CSS81636SSCRNS
CSS8-1636-SS-CR STAINLESSS STEEL CASING SPACER 2X3 PATTERN 8”
WIDE
EA
4.0
$406.07
$1,624.28
95ESW0824NS
ESW0824 END SEAL WRAP
EA
2.0
$84.93
$169.86
95ESW1236NS
ESW1236 END SEAL WRAP
EA
2.0
$185.07
$370.14
95ESW1636NS
ESW1636 END SEAL WRAP
EA
2.0
$170.60
$341.20
95TDWB3
3"X1000' DETECTABLE TAPE - WATER - BLUE
ROLL
1.0
$30.77
$30.77
95WT1430BLUHS
14 GAUGE TRACER WIRE, BL UE, 30-MIL, HI-STR 250#
FT
500.0
$0.16
$80.00
97SDR
SMALL DIRT RING
EA
6.0
$81.79
$490.74
97VSE8NS
OES 8' VALVE STEM EXTENSION , GRAY
EA
6.0
$264.50
$1,587.00
Total before Taxes:
$130,312.97
Quote Printed: Wednesday, January 5, 2022
Page 11 of 11
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 8:36 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
POLYMER MANHOLE
POLYMH
Vendor Phone
Vendor Name
Vendor Code
Unit Price
7028249702
Armorock
ARMOROCK
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
2.00
5' POLYMER MANHOLE
2POLYMH
9,017.0000
Plugged Amount
Quoted Amount
0
18,034
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
0
Totals
18,034
Diff From Plug
18,034
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Q U O T A T I O N
Page
1
of
2
12/28/2021
Notes:
1. Quote is subject to our standard terms, conditions, and shipping policies.
2. Payment is due at Net 30. Late Payment service charge for over 30 days will be charged at 18% APR
3. Quote is valid for 60 days from issue date to receipt of PO after 60 days quote is subject to change based off
market value of materials.
4. All applicable taxes are to be paid by purchaser
5. If owner requires items to be grouted in field contractor is responsible for materials and labor costs incurred.
6. All loads will be billed at $1475 for each truck. Total of one(1) needed for job. Customer will only be billed for
trucks used. Additional trucks will be billed at market rate.
7. Freight requested under 3 days notice may be subject to increased freight rates
8. Products will be billed at unit pricing per quotation
9. Rush orders will be priced accordingly.
10. Contractor shall be responsible for joint sealing and performance.
11. Miscellaneous items such as grout, epoxy, and hardware are not included with the structures unless a specific
line item is shown on this quote. Additional charges will apply for any extra items that are not shown on this quote.
12. Final lead time is determined at date of approved submittal.
From:
Quote Date: 12/28/2021
To:
Ref: Chandler Heights Road Utility Relocations Chaparra
Chandler, AZ
MH 1
60"-30" Polymer Manhole
10.06'
4,573
$7,382
1
30" CITY OF CHANDLER SEWER A-1700
R&C
2
PR30X6FL
30 IN X 6 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50536-S
60 IN X 3 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
4
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
MH 2
60"-30" Polymer Manhole
10.30'
4,529
$7,327
1
30" CITY OF CHANDLER SEWER A-1700
R&C
1
PR30X1FL
30 IN X 1 IN FLAT PRO-RING
1
PR30X2FL
30 IN X 2 IN FLAT PRO-RING
1
50530-C
60 IN X 3 FT ECC POLYMER CONE 30 IN
1
50548-S
60 IN X 4 FT POLYMER MH SECTION
1
50512-SNB
60 IN X 1 FT POLYMER MH SECTION NO
BELL
4
JM1.25
1.25 IN X 14 FT JOINT MASTIC ROLL
1
PEPOXY
EPOXY KIT FOR CIP BASE
Spreader Bar
0.00'
0
$1,850
1
SPREADER BAR AND RIGGING FOR
LIFTING
Sub-Total
$16,559
Freight/Delivery
$1,475
$18,034
Total Price for
Chandler Heights Road Utility Relocations Chaparra
Structure
Description
Height
Weight
Price
For:
Ref: Chandler Heights Road Utility Relocations Chaparra
Chandler, AZ
Quote Date: 12/28/2021
Page
2
of
2
12/28/2021
Quotation 7.2.14
Page 7 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
PRECAST
PRECAST
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6022696219
Olson Precast
OLSONPRECAST
Unit Price
6022422007
Preach Masonry
PREACHMASON
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
0.0000
EA
2.00
INSTALL 60" POLYMER MAN
4MANHOLE
2051010
90
0.0000
3,325.0000
Plugged Amount
Quoted Amount
0
0
0
6,650
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
Totals
0
6,650
Diff From Plug
0
6,650
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
Office: (602) 242-2007 Fax: (602) 997-9644
ROC # 82366 & 118937
Preach Incorporated
1601 W. Hatcher Road
Phoenix, AZ 85021-2169
PROPOSAL
Contractor: Achen Gardner
Attention: Mark
Job Name: Chandler Hts. Rd Utility Relocation
Address: Dobson Rd & Chaparral Way, Chandler
Date: 1-11-2022
Preach Incorporated proposes to supply and install precast manholes on the following:
Bid Item
Description
Quantity
Unit Price
Labor / Materials To Pour 5’ ID
SS MH Base
2
$1,700.00
Apply Epoxy Coating To Bases
2
$1,500.00
Insecta Coating
2
$125.00
Install Both Bases in 1 Trip
QUOTE EXPIRES 3/01/22
INCLUDES: Labor, Concrete, Forming, Applying Of Epoxy To Top Of Base Only, Spark
Testing & Insecta Coating. Installation Per City Of Chandler Spec’s.
EXCLUDES: Excavation, Backfilling, Shoring, Barricades, Final Adjustments, Concrete Collar
Around Frame & Cover, Drop Connections, Pouring of Drop Encasements, Flow Through Plugs
For Live Sewer Lines, Dewatering, Pipe Gaskets, 3rd Party Inspections Of All Required Testing,
Concrete Pump Crane For Manholes Beyond The Standard Reach, Weekend or Night Work,
Davis Bacon Wages, Taxes, Bonds & Permits. Supplying & Setting of Polymer MH Material,
Supplying & Setting of Frame & Covers. Vacuum Testing Of MH’s.
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 5
Andy Mortensen
1/26/22 2:48 PM
CHANDLER HEIGHTS RD PCK 1 GMP 2 FINAL
393810011
QUALITY CONTROL
QC
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4804962000
Quality Testing L
QUALITYTESTI
Unit Price
6022431600
Ninyo & Moore
NINYOMOORE
Unit
Quan
Desc
Resource
Activity
Bid
LS
1.00
MATERIALS TESTING (MAG 106.
4QC
2102500
10
10,731.8500
22,489.0000
Plugged Amount
Quoted Amount
0
10,732
0
22,489
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
Total Adjustment
0
0
Totals
10,732
22,489
Diff From Plug
732
12,489
Total Minority
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
PROJECT NAME :
SCOPE OF SERVICES:
LABOR FEES
LABOR
TYPE
REG
HOURS
REGULAR
RATE
ASS'D
% OT
OVERTIME
HOURS
OVERTIME
RATE(1)
EXTENDED
LABOR COST
Direct
9
122.50
$
0%
0
122.50
$
1,102.50
$
Direct
1
50.00
$
0%
0
75.00
$
50.00
$
Direct
92
59.50
$
0%
0
89.25
$
5,474.00
$
0
-
$
0%
0
-
$
-
$
Indirect
34
-
$
0%
0
-
$
-
$
SUBTOTAL DIRECT LABOR
6,626.50
$
VEHILE AND PER-DIEM CHARGES
NO.
UNITS
UNITS
UNIT
PRICE
EXTENDED VEHICLE
AND PER-DIEM
25
EA
38.00
$
950.00
$
0
-
$
-
$
SUBTOTAL VEHICLE AND PER-DIEM CHARGES
950.00
$
OTHER PROJECT DIRECT CHARGES
NO.
UNITS
UNITS
UNIT
PRICE
EXTENDED OTHER
PROJECT CHARGES
-
$
-
$
-
$
-
$
SUBTOTAL OTHER PROJECT DIRECT CHARGES
-
$
LAB TESTING FEES
NO.
UNITS
UNITS
UNIT
PRICE
EXTENDED
LABORATORY FEES
60
EA
16.00
$
960.00
$
2
EA
75.00
$
150.00
$
2
EA
85.00
$
170.00
$
2
EA
120.00
$
240.00
$
EA
250.00
$
-
$
EA
200.00
$
-
$
EA
190.00
$
-
$
EA
155.00
$
-
$
EA
25.00
$
-
$
EA
35.00
$
-
$
24
EA
22.00
$
528.00
$
-
$
TOTAL LABORATORY TESTING FEES
2,048.00
$
TOTAL ESTIMATE OF ALL FEES
9,624.50
$
Estimator
(1) Regular Rate X Overtime Premium of 1.5
CLASSIFICATION
Project Manager
Reporting Technician
Field Technician
Lab Trechnician
503 - Drill & Extract AC Core
305 - Masonry Grout Prisms
DESCRIPTION
416 - Sieve Analysis
301 - Plasticity Index
2
504 - Ignition Furnace Calibration
301 - Concrete Compressive Strength Cylinders
505 - AC Content w/ Gradation (Ignition Method)
510 - AC Gyratory Bulk Density (Set of 2)
509 - AC Maximum Specific Gravity (Rice) (Set of 3)
501 - AC Core Density/Thickness
Date
Jaye Richardson, Sr. Project Manager
January 6, 2022
DESCRIPTION
Trip Charge
DESCRIPTION
PROPOSAL SUMMARY
Chandler Hts Utility Relocation: Chaparral - Dobson to Lake
Quality Control Testing
COST PROPOSAL, 1/6/2022
3
600
3
3
570
465
$ 10731.85
PROJECT NAME :
DATE:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
M-22
A-22
M-22
J-22
J-22
A-22
S-22
O-22
N-22
D-22
J-23
F-23
M-23
A-23
M-23
J-23
J-23
A-23
S-23
O-23
N-23
D-23
J-24
F-24
23
21
21
22
20
23
21
21
20
22
21
19
23
20
22
22
20
23
20
22
21
20
21
20
0.03
0.03
0%
0.01
0%
0.26
0.26
0%
0%
0.09
0.10
0%
0.03
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.26
0.26
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.09
0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.38
0.39
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
3
4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
m-h
m-h
m-h
2
SCHEDULED PROJECTED MAN-HOURS
TOTAL FTEs (DIRECT LABOR & VEHICLE)
TOTAL FTEs (ALL LABOR CLASSES)
TOTAL FTEs (INDIRECT LABOR ONLY)
TOTAL FTEs (DIRECT LABOR ONLY)
136 m-h
34 m-h
92 m-h
10 m-h
m-h
m-h
m-h
m-h
m-h
m-h
January 6, 2022
PROJECT PERSONNEL /
SUB CONSULTANT MAN-HOURS
9 m-h
Project Manager
1 m-h
m-h
m-h
9 m-h
1 m-h
MAR 2022 through FEB 2024
CONSULTANT :
SUBTOTAL
REGULAR
HOURS
%
OT
SUBTOTAL
O/T
TOTAL
Chandler Hts Utility Relocation: Chaparral - Dobson to Lake
QT
92 m-h
34 m-h
m-h
92 m-h
m-h
34 m-h
Reporting Technician
Field Technician
Lab Trechnician
TOTAL ACTUAL POSITIONS
7
ABOVE PERIOD - MONTHLY FULL TIME EQUIV. (FTEs)
TOTAL FTEs (SUBCONTRACTED LABOR)
92 m-h
136 m-h
TOTAL VEHICLES
10 m-h
m-h
34 m-h
ESTIMATED FTEs IN THE MONTH
SCHEDULED PROJECT MAN-HOURS, 1/6/2022
PROJECT NAME :
DATE:
SCHEDULED PROJECTED MAN-HOURS
January 6, 2022
CONSULTANT :
Chandler Hts Utility Relocation: Chaparral - Dobson to Lake
QT
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
M-24
A-24
M-24
J-24
J-24
A-24
S-24
O-24
N-24
D-24
J-25
F-25
M-25
A-25
M-25
J-25
J-25
A-25
S-25
O-25
N-25
D-25
J-26
F-26
21
22
22
20
22
22
20
23
19
21
21
19
21
22
21
21
22
21
21
23
18
22
20
19
0%
0%
0%
0%
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTAL FTEs (SUBCONTRACTED LABOR)
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
m-h
TOTAL FTEs (DIRECT LABOR ONLY)
m-h
m-h
m-h
m-h
TOTAL FTEs (ALL LABOR CLASSES)
TOTAL FTEs (INDIRECT LABOR ONLY)
TOTAL FTEs (DIRECT LABOR & VEHICLE)
m-h
m-h
PROJECT PERSONNEL /
SUB CONSULTANT MAN-HOURS
SUBTOTAL
OT HOURS
TOTAL
HOURS
%
OT
m-h
MAR 2024 through FEB 2026
SUBTOTAL
REGULAR
HOURS
m-h
m-h
m-h
m-h
m-h
TOTAL VEHICLES
0
ABOVE PERIOD - MONTHLY FULL TIME EQUIV. (FTEs)
ESTIMATED FTEs IN THE MONTH
TOTAL ACTUAL POSITIONS
0
SCHEDULED PROJECT MAN-HOURS, 1/6/2022
SUB CONSULTANT :
PROJECT NAME :
PROJECT OWNER:
PROJECT NUMBER:
GENERAL INFORMATION / ASSUMPTIONS
BASIS OF ESTIMATE
1
2
3
4
Laboratory Facility: This estimate is based upon all laboratory testing being conducted in QT's AASHTO Accredited testing facility.
The QT facility is a full service production laboratory that services numerous project's simultaneously. Efforts are always made to
prioritize samples in accordance with project needs.
Periodic Materials Testing Report Summaries: Reports will be provided on a weekly basis, although test results will be conveyed in
real time as requested by the Client. Weekly Reports will be submitted to the designated client representative by the week following the
timeframe in which the work was performed. Reports shall show the sampling and testing activities performed by QT during the
reporting period. Reports from non-QT entities (i.e. suppliers, other firms, etc.) will be included if provided by the client. QT utilizes a
sophisticated materials testing information system for managing and reporting on project test information. Reports from this system will
be provided in pdf format for use by client.
ESTIMATE Amount Based on Defined Scope: This cost proposal is considered an initial Time & Materials cost estimate, subject to
the GENERAL INFORMATION/ASSUMPTIONS as defined herein. For the estimate amount, QT will perform the requested Materials
sampling and testing, both field and lab, that is specifically identified this cost estimate.
References that Define Materials Testing Requirements: This cost proposal is based upon the QT's interpretation of sampling and
testing requirements from the supplied plans and specifications. If these interpretations are in error, if they change, or if the client elects
to alter the sampling criteria, QT reserves the right to revise the scope and fee to fit these changes to the assumptions.
Work Outside of Defined Scope: If sampling and testing work is requested by the client that is not already defined in proposal, such
work will be accommodated; however, compensation for such services shall be in addition to the Estimate amount. QT encourages
client project management to inform job level project staff that requests for services outside the originally defined scope will result in
additional costs. Once identified, QT management will send client project management a Supplemental Agreement (SA) form, defining
the scope, cost, and description of any requested additional work. Preferably, the requested additional work will not be performed until
after the SA form is signed and returned by client management. However, because requests are often the result of unplanned events,
and in order to not impact the construction schedule, some work may be performed prior to the SA form being generated and returned.
Regardless, by requesting the additional services, and then allowing them to be performed on the project, the client is accepting the
responsibility to pay for requested services.
Schedule: The estimate amount was developed prior to bid and without the benefit of a detailed project schedule. In order to properly
plan resource utilization after the bid, the client shall provide QT with a detailed base schedule prior to construction. Using this detailed
base schedule, QT will redistribute the pre-bid designated manpower and testing resources in accordance with the actual planned
sequence and duration of scheduled construction activities. This redistribution of resources will be provided to client management for
comment and to further clarify the scope of planned services. Significant deviation from the base schedule that results in extra field
presence, or extra samples, may be considered extra work.
Invoicing: Invoicing will occur on a 4 week cycle. Each invoice shall include original scope charges that represent an appropriate, and
defined, fraction of the original scope estimate amount. In the event that extra work is requested and provided during the invoicing
period, such services shall be identified separately from the original scope charges on invoices. Additional work shall be calculated
based on the unit prices defined in this cost proposal, or as otherwise superseded in specific Supplemental Agreements.
Assumptions of Production:
We have assumed total of up to 25 trips (or 92 hours) for materials testing services on this project. This is proposed as an
assumed on-call time and materials basis. Any work or site visits that are outside those specified in the cost breakdown is beyond the
scope of this project and subject to additional charges based on the referenced hourly or unit rates.
Chandler Hts Utility Relocation: Chaparral - Dobson to Lake
City of Chandler
WW2111.401
QT
COST ESTIMATE SUMMARY
175 South Hamilton Place Build 6 Ste 114 Gilbert AZ 85233 Tel (480)496-2000, Fax (480)496-2001
SUB CONSULTANT :
PROJECT NAME :
PROJECT OWNER:
PROJECT NUMBER:
GENERAL INFORMATION / ASSUMPTIONS
Chandler Hts Utility Relocation: Chaparral - Dobson to Lake
City of Chandler
WW2111.401
QT
COST ESTIMATE SUMMARY
LABOR POSITIONS
5
6
7
8
QT CONTINGENCY SERVICES
9
10
11
12
1/6/2022
Date
Signature
Field Technician(s) - In general, field technician(s) shall be assigned to the project in accordance with the SCHEDULED PROJECT
MAN-HOURS sheet of this cost proposal, or as modified by a post-bid schedule evaluation. The technician(s) will cover the requested
materials sampling and field testing requirements on the project per the scope of the originally defined estimate amount. For most
efficiency and familiarity, use of the consistent personnel pool is always the objective, but cannot be guaranteed. Technician time is
charged on a portal to portal basis and related vehicle charges will apply.
Lab Technician - Lab Technician Indirect hours have been shown on the SCHEDULED PROJECT MAN-HOURS sheet of this cost
proposal for information only. A reasonable, approximate estimate of lab testing quantities is reflected in this cost proposal.
All of the QT positions discussed in the QT SERVICES above are based on an assumption of 0% overtime (i.e. 40 regular hours plus 0
overtime hours per week). Time will be billed as actually worked. Overtime will be considered time in excess of 40 hours in a week, or on
weekends, or in excess of 8 hours in a day, or night shifts.
Name
Reporting Technician - A reporting technician will accumulate and draft weekly reports for Materials Supervisor to review, evaluate,
finalize, and transmit to the Client in a timely fashion. This allows the Materials Supervisor to focus on report content in lieu of data
input.
Scheduling Cancellation:
For any unforeseen circumstances where a site visit is cancelled upon arrival onsite for scheduled activities, the client will be
responsible for all charges associated with travel from portal to portal. This is considered services outside the originally defined
materials testing scope and will result in additional costs.
Jaye Richardson, Sr. Project Manager
The hours estimated herein do not include Materials Testing/Inspection activities at fabrication yards or supplier production sites located
off of the project. In addition, non-compliance items and the associated travel, time, and retesting are out of scope and not accounted
for in this estimate. If requested, these services may require additional funding for the associated efforts.
Materials PM/Supervisor - This person will begin immediately upon notice to proceed and will be involved during the entire contract.
This person will be dedicated to managing the day to day field and lab materials testing efforts. Initially, this person will work with the
client QC Manager to develop the Materials Testing Plan for the project. Then, this person will ensure that testing frequencies are being
satisfied, that non-conformance issues are being properly addressed and rectified, that both field and lab test data is being properly
reflected in the QT Materials Information Database, that project specific Periodic Materials Testing Reports are being prepared,
transmitted and supported in a timely and accurate manner, and that both physical and personnel resources are provided to the job as
scheduled and appropriate. This person will also attend and participate in project meetings when requested and will be the focal point for
communication and coordination of materials testing activities between QT and the Client.
QT's intent is to satisfy the project materials testing needs within the regular labor assumptions defined in this cost proposal. Based on
past similarly staffed projects, overtime is typically not intended, but often incurred due to the contractor work schedule. Overtime often
results from long work days, uncontrollable field delays, weekend and night work, schedule intensity increases, owner agency mandates,
etc.. This cost proposal assumes zero (0) overtime. QT will attempt to accommodate short term changes, weekend work, night work,
shift irregularity, and other unforeseen labor demands within this assumption. However, testing activities may go beyond the capacity of
the herein stated manpower and testing assumptions. QT will work closely with the client to minimize the additional funding needed by
prioritizing the testing, and adjusting technician schedules in an ongoing, Time & Materials, basis.
175 South Hamilton Place Build 6 Ste 114 Gilbert AZ 85233 Tel (480)496-2000, Fax (480)496-2001
3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600 | www.ninyoandmoore.com
October 21, 2021
Proposal No. 12PHX02-04162
Mr. Mark McLafferty
Achen-Gardner Construction
550 South 79th Street
Tucson, Arizona 85705
Subject:
Proposal to Provide Special Inspection
and Materials Testing Services
Wales Ranches Sewer Lift Station
North of the Intersection of Combs Road and Kenworthy Road
Pinal County, Arizona
Dear Mr. Mc Lafferty:
We are pleased to present this proposal to provide special inspection and materials testing
services at the subject site. In preparation of this proposal, we have reviewed the plans prepared
by Coe and Van Loo II, LLC dated August 11, 2021. We understand that the project will include the
construction of a new lift station and approximately 3,250 linear feet of sewer main. Additional
improvements will include concrete flatwork, underground utilities, and asphalt concrete
pavements. This proposal was prepared without the benefit of a construction schedule and is
based on our assumptions as to the needed special inspections and materials testing.
SCOPE OF SERVICES
Our scope of services will include the following:
•
Review of available geotechnical reports prepared for the site.
•
Observation, testing, and sampling during the placement of soil, aggregate, concrete, masonry
and asphalt.
•
Laboratory testing of soil, aggregate, concrete, masonry and asphalt materials.
•
Special inspection services for the observation and inspection of concrete and masonry
reinforcement and structural steel.
•
Data analysis and compilation.
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
2
ASSUMPTIONS
We have made the following assumptions:
•
Our services will be scheduled and coordinated by the Project Inspector or Construction
Manager on an as-needed basis.
•
The sewer main can be backfilled and tested at a rate of 200 feet per day.
•
Four trips are included for the placement of asphalt concrete pavements along the sewer
trench alignment.
•
Environmental sampling and testing of the subsurface soils is not included within the scope of
this proposal.
ESTIMATED FEE
We propose to provide our services on a time-and-materials basis in accordance with the attached
Schedule of Fees. We estimate the fee for our services to be approximately $22,489 (Twenty-Two
Thousand Four Hundred Eighty-Nine Dollars). A breakdown of our fees is presented in the
attached Table 1. To authorize our services, please sign and return the attached
Work Authorization and Agreement.
We look forward to working with you.
Respectfully submitted,
NINYO & MOORE
Sean C. Jacquemin, PE
Senior Engineer
Craig Rees
Principal/Construction Services
SCJ/ECR/tlp
Attachments: Table 1 – Breakdown of Estimated Fee
Schedule of Fees
Work Authorization and Agreement
Field Technician
140 hours
@
50.00
$
/hour
7,000.00
$
Vehicle/Equipment Usage
140 hours
@
10.00
$
/hour
1,400.00
$
8,400.00
$
Field Technician
50 hours
@
50.00
$
/hour
2,500.00
$
Vehicle/Equipment Usage
50 hours
@
10.00
$
/hour
500.00
$
3,000.00
$
Special Inspector - Structural Masonry
10 hours
@
68.00
$
/hour
680.00
$
Vehicle/Equipment Usage
10 hours
@
10.00
$
/hour
100.00
$
780.00
$
Concrete
12 hours
@
68.00
$
/hour
816.00
$
Structural Steel Special Inspection
16 hours
@
68.00
$
/hour
1,088.00
$
Vehicle/Equipment Usage
28 hours
@
10.00
$
/hour
280.00
$
2,184.00
$
Field Technician
30 hours
@
50.00
$
/hour
1,500.00
$
Vehicle/Equipment Usage
30 hours
@
10.00
$
/hour
300.00
$
1,800.00
$
Proctor Density
3 tests
@
125.00
$
/test
375.00
$
Gradation
3 tests
@
110.00
$
/test
330.00
$
Atterberg Limit
3 tests
@
90.00
$
/test
270.00
$
Asphalt Marshall Bulk Density
4 tests
@
125.00
$
/test
500.00
$
Maximum Theoretical Specific Gravity (Rice
4 tests
@
125.00
$
/test
500.00
$
Asphalt Extraction/Gradation
4 tests
@
200.00
$
/test
800.00
$
Grout Compressive Strength
8 tests
@
20.00
$
/test
160.00
$
Concrete Cylinders Compressive Strength
60 tests
@
15.00
$
/test
900.00
$
3,835.00
$
Project Engineer/Manager
20 hours
@
96.00
$
/hour
1,920.00
$
Data Processor
15 hours
@
38.00
$
/hour
570.00
$
2,490.00
$
22,489.00
$
Concrete
Earthwork
Laboratory Testing
Project Management and Data Processing
TOTAL ESTIMATED FEE
Special Inspections
Subtotal
Subtotal
Masonry
Subtotal
Asphalt Paving
Subtotal
Subtotal
Table 1 - Breakdown of Estimated Fee
Subtotal
Subtotal
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
1
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 136
Senior Engineer/Geologist/Environmental Scientist ................................................................................................ $ 115
Senior Project Engineer/Geologist/Environmental Scientist .................................................................................... $ 102
Project Engineer/Geologist/Environmental Scientist ............................................................................................... $
96
Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $
90
Staff Engineer/Geologist/Environmental Scientist ................................................................................................... $
80
GIS Analyst ............................................................................................................................................................... $
84
Technical Illustrator/CAD Operator .......................................................................................................................... $
48
Field Staff
Certified Asbestos/Lead Technician ........................................................................................................................ $ 102
Field Operations Manager ........................................................................................................................................ $
74
Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $
79
Supervisory Technician ............................................................................................................................................ $
68
Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................. $
68
Senior Technician ..................................................................................................................................................... $
54
Technician ................................................................................................................................................................ $
50
Administrative Staff
Geotechnical/Environmental/Laboratory Assistant .................................................................................................. $
43
Information Specialist ............................................................................................................................................... $
43
Data Processor ......................................................................................................................................................... $
38
Other Charges
Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr
Anchor Load Test Equipment (includes technician) ............................................................................................ $ 190/hr
GPR Equipment ................................................................................................................................................... $ 180/hr
Inclinometer .......................................................................................................................................................... $ 100/hr
Hand Auger Equipment ....................................................................................................................................... $
80/hr
Rebar Locator (Pachometer) ............................................................................................................................... $
25/hr
Vapor Emission Kit ............................................................................................................................................... $
65/kit
X-Ray Fluorescence ............................................................................................................................................ $
70/hr
PID/FID................................................................................................................................................................. $
25/hr
Air Sampling Pump .............................................................................................................................................. $
10/hr
Field Vehicle ......................................................................................................................................................... $
10/hr
Expert Witness Testimony ................................................................................................................................... $ 400/hr
Direct Expenses .....................................................................................................................................
Cost plus 15 %
Special equipment charges will be provided upon request.
Notes
For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged
for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday and Sunday.
Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day and on holidays.
Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours ex-
ceeding 4 hours.
Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid
within 30 days.
The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.
Ninyo & Moore | 2019 Laboratory Testing
Schedule of Fees for Laboratory Testing
SOILS
CONCRETE
Atterberg Limits, D 4318, T 89, T90 .......................................................... $
90
Concrete Core Absorption ASTM C 497 Method A ....................................$
85
California Bearing Ratio (CBR), D 1883 ................................................... $ 450
Concrete Core Compressive Strength, C 42 , T 24-93 ..............................$
90
Chloride and Sulfate Content, ARIZ 733, 736 .......................................... $ 100
Concrete Coring Minimum Charge ..............................................................$ 300
Clay Expansion, FHA Swell ....................................................................... $ 110
Concrete Laboratory Mix Verification, excluding cylinders ........................$ 300
Consolidation, D 2435, T 216-94 .............................................................. $ 250
Concrete Mix Design ....................................................................................$ 2,000
Crumb Test Dispersion Test, D 4647 ....................................................... $
60
Compression Tests, 6x12 Cylinder, C 39, T 22-92 .....................................$
15
Direct Shear, D 3080. T236 ....................................................................... $ 350
Drying Shrinkage, C 157 ..............................................................................$ 300
Expansion Index, D 4829, UBC 18-2 ........................................................ $ 120
Flexural Test, C 78 ........................................................................................$
80
Expansion Potential (Method A), D 4546 ................................................. $ 110
Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................$ 190
Hydraulic Conductivity, D 5084 ................................................................. $ 300
Lightweight Concrete Fill Compression, C 495 ...........................................$
40
Hydrometer Analysis, D 7928, T 88-93 .................................................... $ 200
Measurement of Concrete Cores, ASTM C 174 .........................................$
20
Double Hydrometer Analysis, D 4221, T 88 ............................................. $ 400
Rapid Chloride Permeability, C 1202 ..........................................................$ 425
Lime Determination, pH Method, D 62765 ............................................... $ 210
Splitting Tensile Strength, C 496 .................................................................$
95
Standard Proctor Density, D 698 .............................................................. $ 125
Time of Setting of Cement by Vicat Needle, C 191 ....................................$ 250
Standard Proctor Density Treated Soils, D 698 ....................................... $ 195
Modified Proctor Density Treated Soils, D 1557, T 180-93, T 99-94 ...... $ 205
ASPHALT
Miller Box Resistivity .................................................................................. $
60
Asphalt Mix Design Review ..........................................................................$ 400
Moisture, Ash, & Organic Matter of Peat/Organic Soils........................... $
90
Asphalt Mix Design, 5 points, Tex................................................................$ 1,500
Moisture Only, D 2216, T 265 ................................................................... $
25
Asphalt Content/Gradation (Ignition Oven), T 308, D 6307 .......................$ 200
Moisture and Density, D 2937 ................................................................... $
35
Bulk Density Lab Molded Samples, Tex 207F (per set) .............................$
50
Permeability, CH, D 2434, T 215 .............................................................. $ 220
Bulk Specific Gravity per specimen (non-absorptive), D 2726 ..................$
25
pH and Resistivity, ARIZ 236 c.................................................................. $ 100
Bulk Specific Gravity per specimen (coated), D 1188 ................................$
45
Pinhole Dispersion Test, D 4647............................................................... $ 245
Compressive Strength of Hot Mix Asphalt, T 167 .......................................$ 275
R-value, D 2844, T 190 .............................................................................. $ 250
Extraction, % Asphalt, including Gradation, D 2172, T 164-94
Sand Equivalent, D 2419, T 176 ............................................................... $
90
T 30-93, Tex 210F .....................................................................................$ 225
Sieve Analysis, D 422 ................................................................................ $
55
Hveem Stability and Unit Weight CTM or ASTM, CT 366..........................$ 200
Sieve Analysis, C-136 (includes 200 wash), D 422, D 1140 ................... $ 110
Hveem Stability, Tex 208F (per set) ...........................................................$
90
Solubility ...................................................................................................... $
80
Marshall Mix Design, Flow and Unit Weight, (set of 3) T 245-94...............$ 125
Specific Gravity, D 854, T 100-93 ............................................................. $
85
Marshall Mix Design......................................................................................$ 3,500
Sulfate & Chloride Content ........................................................................ $
90
Maximum Theoretical Unit Weight, D 2041, CT 309, Tex 227F ................$ 125
Swell Test, D 4546 ..................................................................................... $ 290
Molding Specimens, Tex 206F (per set) .....................................................$
55
Thermal Resistivity (ASTM 5334, IEEE 442) ........................................... $ 800
Tensile Strength Ratio D 4867, T283 ..........................................................$ 350
Triaxial Shear, U.U., D 2850 per point ...................................................... $ 160
SuperPave Mix Design .................................................................................$ 4,000
Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 315
Triaxial Shear, C.D, D 4767, T 297 per pt ................................................ $ 375
AGGREGATES
Unconfined Compression, D 2166, T 208 ................................................ $ 175
Absorption, Coarse, C 127 ...........................................................................$
50
Absorption, Fine, C 128 ................................................................................$
75
MASONRY
Alkali Reactivity, C 1260 ...............................................................................$ 750
Brick Absorption, C 67 ............................................................................... $
65
Alkali-Silica Reactivity, C 1567 .....................................................................$ 750
Brick Compression, C 67 ........................................................................... $
30
Clay Lumps and Friable Particles, C 142 ....................................................$
95
Brick Moisture, C 67 ................................................................................... $
30
Fractured Faces, NDOT, T 2303, ARIZ 212e .............................................$ 140
CMU Block Compression Test, 8x8x16, C 140 ....................................... $
75
Los Angeles Abrasion, C 131 or C 535 .......................................................$ 180
CMU Block Moisture Content, C 140 ........................................................ $
70
Moisture, C 566, T 255-92 ............................................................................$
25
Core Compression ..................................................................................... $
35
Mortar make properties of fine aggregate, C 87 .........................................$ 300
Concrete Block Linear Shrinkage, C 426 ................................................. $ 150
Organic Impurities, C 40 ...............................................................................$
50
Grout Prisms Compressive Strength, C 1019 .......................................... $
40
Sand Equivalent, D 2419, T 176 ..................................................................$
85
Masonry Grout, 4x4x8 prism compression, UBC 21-18 .......................... $
20
Sieve Analysis, Coarse Aggregate, C 136 ..................................................$ 110
Masonry Mortar, 2x4 cylinder compression, UBC 21-16 ......................... $
20
Sieve Analysis, Fine Aggregate (included wash), C 136 ...........................$ 110
Masonry Prism, half size, compression, UBC 21-17 ............................... $ 120
Sodium Sulfate Soundness (per size fraction), C 88 ..................................$ 240
Mortar Cubes Compressive Strength, C 109 ........................................... $
20
Specific Gravity, Coarse, C 127 ...................................................................$ 125
Specific Gravity, Fine, C 128 ........................................................................$ 125
REINFORCING AND STRUCTURAL STEEL
Unit Weight C 29, T 19 .................................................................................$
50
Chemical Analysis, A-36, A615 ................................................................. $ 125
Fireproofing Density Test, UBC 7-6 .......................................................... $
50
Hardness Test, Rockwell, A-370 ............................................................... $
40
High Strength Bolt, Nut & Washer Conformance, set, A-325 ................. $ 150
Mechanically Spliced Reinforcing Tensile Test, ACI ............................... $
80
Pre-Stress Strand (7 wire), A 416 ............................................................. $ 150
Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ...................... $
85
Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ......................... $ 100
Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ...................... $
80
Special preparation of standard test specimens will be charged at the technician’s hourly rate.
Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
1
WORK AUTHORIZATION AND AGREEMENT
Please Sign and Return One Copy to:
NINYO & MOORE
3202 East Harbour Drive
Phoenix, Arizona 85034
PROPOSAL NO. 12PHX02-04162
1.
PROJECT ADDRESS:
North of the Intersection of Combs Rd. & Kenworthy Rd., Pinal County, Arizona
2.
PROJECT DESCRIPTION:
Special Inspection and Materials Testing Services
3.
SCOPE OF STUDY:
Please refer to proposal dated October 21, 2021.
4.
FEE: $22,489 (Twenty-Two Thousand Four Hundred Eighty-Nine Dollars – Time and Materials)
5.
PORTION OF FEE IN ADVANCE OF WORK: None
6.
CLIENT:
Achen-Gardner Construction
PHONE: (480) 940-1300
550 South 79th Street
Tucson, Arizona 85705
CONTACT: Mark McLafferty
PHONE: (480) 940-1300
7.
STATEMENT TO BE SENT TO: Client
CONDITIONS OF AGREEMENT BETWEEN CLIENT AND NINYO & MOORE
This AGREEMENT is made by and between: NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SCIENCES
CONSULTANTS, hereinafter referred to as CONSULTANT, and Achen-Gardner Construction, hereinafter referred to as
CLIENT. This AGREEMENT between the parties consists of these TERMS, the attached Proposal identified as No.
12PHX02-04162 dated October 21, 2021, and any exhibits or attachments noted in the Proposal. Together, these elements
will constitute the entire AGREEMENT superseding any and all prior negotiations, correspondence, or agreements either
written or oral. Any changes to this AGREEMENT must be mutually agreed to in writing.
STANDARD OF CARE
CLIENT recognizes that subsurface conditions may vary from those observed at locations where borings, surveys, or
explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by
CONSULTANT will be based solely on information available to CONSULTANT. CONSULTANT is responsible for those
data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the
information developed.
Services performed by CONSULTANT under this AGREEMENT are expected by CLIENT to be conducted in a manner
consistent with the level of care and skill ordinarily exercised by members of the geotechnical engineering profession
practicing contemporaneously under similar conditions in the locality of the project. Under no circumstance is any warranty,
expressed or implied, made in connection with the providing of geotechnical consulting services.
SITE ACCESS AND SITE CONDITIONS
CLIENT will grant or obtain free access to the site for all equipment and personnel necessary for CONSULTANT to perform
the work set forth in this agreement. CLIENT will notify any and all possessors of the project site that CLIENT has granted
CONSULTANT free access to the site. Client will protect all property, inside and out, including all plants and landscaping.
CONSULTANT will take reasonable precautions to reduce the potential for damage to the site, but it is understood by
CLIENT that, in the normal course of work, some damage may occur and the correction of such damage or alteration is not
part of this AGREEMENT unless so specified in the Proposal.
CLIENT is responsible for accurately delineating the locations of all subterranean structures and utilities. CONSULTANT will
take reasonable precautions to avoid known subterranean structures, and CLIENT waives any claim against
CONSULTANT, and agrees to defend, indemnify and hold CONSULTANT harmless from any claim or liability for injury or
loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or
accurately located. In addition, CLIENT agrees to compensate CONSULTANT for any time spent or expenses incurred by
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
2
CONSULTANT in defense of any such claim, with compensation to be based upon CONSULTANT's prevailing fee schedule
and expense reimbursement policy.
SAMPLE DISPOSAL
CONSULTANT will dispose of remaining soil, rock, and water samples approximately thirty (30) days after submission of the
report covering those samples. Further storage or transfer of samples can be made at CLIENT's expense upon CLIENT's
prior written request.
MONITORING
If CONSULTANT is retained by CLIENT to provide a site representative for the purpose of monitoring specific portions of
construction work or other field activities as set forth in the Proposal, then this phrase applies. For the specified assignment,
CONSULTANT will report observations and professional opinions to CLIENT or CLIENT’s agent. No action of
CONSULTANT or CONSULTANT's site representative can be construed as altering any AGREEMENT between the
CLIENT and others. CONSULTANT will report to CLIENT or CLIENT’s agent any observed geotechnically related work
which, in CONSULTANT's professional opinion, does not conform with plans and specifications. The CONSULTANT has no
right to reject or stop work of any agent or subcontractor of CLIENT; such rights are reserved solely for CLIENT.
Furthermore, CONSULTANT's presence on the site does not in any way guarantee the completion or quality of the
performance of the work of any party retained by CLIENT to provide field or construction-related services.
If CONSULTANT is not retained by Client for the purpose of monitoring construction work or field activities, CONSULTANT
will expressly not be held liable or responsible for such activities or for the geotechnical performance of the completed
project. Monitoring of construction work or field activities and the geotechnical performance of the completed project is and
will remain the sole and express responsibility of the CLIENT or other party designated by the CLIENT. CLIENT hereby
agrees to indemnify and hold harmless CONSULTANT from and against any loss or judgment, suffered by the
CONSULTANT as a result of a claim or lawsuit resulting from CLIENT’s failure to monitor construction work or field activities
for which CONSULTANT has not been retained.
CONSULTANT will not be responsible for and will not have control or charge of specific means, methods, techniques,
sequences or procedures of construction or other field activities selected by any agent or agreement of CLIENT. It is
mutually understood and agreed by CLIENT and CONSULTANT that CONSULTANT has no control or enforcement ability
over any persons or parties who are not employees of CONSULTANT. CONSULTANT does not purport to be, nor is
CONSULTANT responsible for, any safety precautions nor programs incident thereto for such non-employees of
CONSULTANT.
OWNERSHIP AND MAINTENANCE OF DOCUMENTS
Unless otherwise specified in this Agreement or in an Addendum, and provided that CONSULTANT has been fully paid for
the Services, CLIENT shall have the right to use the documents, maps, photographs, drawings and specifications resulting
from CONSULTANT’s efforts on the project, for purposes reasonably contemplated by the parties. CONSULTANT shall
have the right, but shall not be obligated, to retain copies of all such materials and shall have the right to use the same for
any purpose, unless such use would be expected to cause harm to CLIENT. CLIENT shall specify in advance, in writing,
and be charged for all arrangements for special or extended-period maintenance of such materials by CONSULTANT.
CONSULTANT retains the right of ownership with respect to any patentable concepts or copyrightable materials arising
from its Services.
Reuse of any material described by CLIENT, including publication to third parties, on extension of this project or on any
other project without CONSULTANT’s written authorization, shall be at CLIENT’s risk, and CLIENT agrees to indemnify,
defend, and hold harmless CONSULTANT from all claims, damages, and expenses, including attorney’s fees, arising out of
such unauthorized reuse.
BILLING AND PAYMENT
CLIENT will pay CONSULTANT in accordance with the procedures indicated in the Proposal and its attachments. Invoices
will be submitted to CLIENT by CONSULTANT, and will be due and payable upon presentation. If CLIENT objects to all or
any portion of any invoice, CLIENT will so notify CONSULTANT in writing within fourteen (14) calendar days of the invoice
date, identify the cause of disagreement, and pay when due that portion of the invoice not in dispute. The parties will
immediately make every effort to settle the disputed portion of the invoice. In the absence of written notification described
above, the balance as stated on the invoice will be paid.
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
3
Invoices are delinquent if payment has not been received within thirty (30) days from date of invoice. CLIENT will pay an
additional charge of three quarters of a percent (.75) per month (or the maximum percentage allowed by law, whichever is
lower) on any delinquent amount, excepting any portion of the invoiced amount in dispute and resolved in favor of CLIENT.
Payment thereafter will first be applied to accrued interest and then to the principal unpaid amount. All time spent and
expenses incurred (including any attorney's fees) in connection with collection of any delinquent amount will be paid by
CLIENT to CONSULTANT per CONSULTANT's current fee schedules. In the event CLIENT fails to pay CONSULTANT
within sixty (60) days after invoices are rendered, CLIENT agrees that CONSULTANT will have the right to consider the
failure to pay the CONSULTANT's invoice as a breach of this AGREEMENT and CONSULTANT may cease work on the
project. At CONSULTANT’s option, CONSULTANT may waive said major breach upon payment by CLIENT of all
arrearages and outstanding invoices.
TERMINATION
This AGREEMENT may be terminated by either party seven (7) days after written notice in the event of any breach of any
provision of this AGREEMENT or in the event of substantial failure of performance by either party, or if CLIENT suspends
the work for more than three (3) months. In the event of termination, CONSULTANT will be paid for services performed prior
to the date of termination plus reasonable termination expenses, including, but not limited to, the cost of completing
analyses, records, and reports necessary to document job status at the time of termination.
RISK ALLOCATION
Many risks potentially affect CONSULTANT by virtue of entering into this AGREEMENT to perform professional consulting
services on behalf of CLIENT. The principal risk is the potential for human error by CONSULTANT. For CLIENT to obtain
the benefit of a fee which includes a nominal allowance for dealing with CONSULTANT's liability, CLIENT agrees to limit
CONSULTANT's liability to CLIENT and to all other parties for claims arising out of CONSULTANT's performance of the
services described in this AGREEMENT. The aggregate liability of CONSULTANT will not exceed $50,000 for negligent
professional acts, errors, or omissions, including attorney’s fees and costs which may be awarded to the prevailing party,
and CLIENT agrees to indemnify and hold harmless CONSULTANT from and against all liabilities in excess of the monetary
limit established above.
Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties voluntarily
and knowingly entered into, and shall apply to all theories of recovery including, but not limited to, breach of contract,
warranty, tort (including negligence), strict or statutory liability, or any other cause of action, except for willful misconduct or
gross negligence. The parties also agree that CLIENT will not seek damages in excess of the limitations indirectly through
suits with other parties who may join CONSULTANT as a third-party nor by an award of attorney’s fees and costs to the
prevailing party in excess of the aggregate liability agreed upon herein by the parties. Parties means CLIENT and
CONSULTANT and their officers, employees, agents, affiliates, and subcontractors.
Both CLIENT and CONSULTANT agree that they will not be liable to each other, under any circumstances, for special,
indirect, consequential, or punitive damages arising out of or related to this AGREEMENT.
INDEMNIFICATION
If any claim is brought against CONSULTANT, its employees, agents and subcontractors and/or CLIENT by a third party,
relating in any way to the Services, the contribution and indemnification rights and obligations of CONSULTANT and Client,
subject to the paragraph titled “Risk Allocation” above, such claim shall be determined as follows:
1. If any negligence, breach of contract, or willful misconduct of CONSULTANT caused any damage, injury, or loss claimed
by the third party, then CONSULTANT and CLIENT shall each indemnify the other against any loss or judgement on a
comparative negligence basis (CLIENT responsibility to include that of its agents, employees, and other contractors);
and
2. Unless CONSULTANT was liable for negligence, breach of contract, or willful misconduct which in whole or in part,
caused the damage, injury, or loss asserted in the third party claim, CLIENT shall indemnify CONSULTANT against the
claim, liability, loss, legal fees, consulting fees, and other costs of defense reasonably incurred.
DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS
CLIENT represents that CLIENT has made a reasonable effort to evaluate if hazardous materials are on or near the project
site, and that CLIENT has informed CONSULTANT of CLIENT's findings relative to the possible presence of such materials.
Ninyo & Moore | Wales Ranches Sewer Lift Station, Pinal County, Arizona | 12PHX02-04162 | October 21, 2021
4
Hazardous materials may exist at a site where there is no reason to believe they could or should be present. CONSULTANT
and CLIENT agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a
renegotiation of the scope of work or termination of services. CONSULTANT and CLIENT also agree that the discovery of
unanticipated hazardous materials may make it necessary for CONSULTANT to take immediate measures to protect health
and safety. CLIENT agrees to compensate CONSULTANT for any equipment decontamination or other costs incident to the
discovery of unanticipated hazardous materials.
CONSULTANT agrees to notify CLIENT when unanticipated hazardous materials or suspected hazardous materials are
encountered. CLIENT agrees to make any disclosures required by law to the appropriate governing agencies. CLIENT also
agrees to hold CONSULTANT harmless for any and all consequences of disclosures made by CONSULTANT which are
required by governing law. In the event the project site is not owned by CLIENT, CLIENT recognizes that it is CLIENT's
responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous
materials.
Notwithstanding any other provision of the AGREEMENT, CLIENT waives any claim against CONSULTANT and, to the
maximum extent permitted by law, agrees to defend, indemnify, and save CONSULTANT harmless from any claim, liability,
and/or defense costs for injury or loss arising from CONSULTANT's discovery of unanticipated hazardous materials or
suspected hazardous materials, including, but not limited to, any costs created by delay of the project and any cost
associated with possible reduction of the property's value.
CLIENT will be responsible for ultimate disposal of any samples secured by CONSULTANT which are found to be
contaminated.
DISPUTE RESOLUTION
If a dispute at law arises from matters related to the services provided under this AGREEMENT and that dispute requires
litigation, then:
1.
The claim will be brought and tried in judicial jurisdiction of the court of the county where CONSULTANT's principal
place of business is located and CLIENT waives the right to remove the action to any other county or judicial
jurisdiction, and;
2.
The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs,
attorneys' and expert witness fees, and other claim-related expenses.
GOVERNING LAW AND SURVIVAL
If any of the provisions contained in this AGREEMENT are held illegal, invalid, or unenforceable, the enforceability of the
remaining provisions will not be impaired. Risk allocation and indemnities will survive termination or failure of this
AGREEMENT for any cause.
The parties have read, or had the opportunity to read, the foregoing, including all attachments, addendums, and exhibits
hereto, have had an opportunity to discuss the same, understand completely the terms, and willingly enter into this
AGREEMENT which will become effective on the date signed below by CLIENT.
Printed Name of Client or Authorized Agent
Signature of Client or Authorized Agent
Date
Craig Rees, Principal/Construction Services
Date
PM: SCJ
Page 9 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
REDI MIX
REDIMIX
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6022787777
Arizona Materia
ARIZONAMATER
Unit Price
4804282280
Desert Redi Mix
DESERETREDIM
Unit Price
6028176945
Calportland
CALPORTLAND
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
60.0000
CY
878.00
1/2 SACK CLSM
2CRMAG1/2SK
86.0000
88.2500
98.0000
0.0000
CY
15.00
MAG B CONCRETE
2CRMAGB
123.0000
122.2500
130.0000
78.0000
CY
10.00
MAG C CONCRETE
2CRMAGC
119.0000
118.2500
128.0000
175.0000
EA
2.40
SHORT LOAD CHARGE 1<2 C
2CRSL1-2
200.0000
0.0000
200.0000
125.0000
EA
2.00
SHORT LOAD CHARGE 4<6 C
2CRSL4-6
200.0000
0.0000
200.0000
150.0000
CY
18.00
SRP THERMAL CLSM
2CRTHCLSM
155.0000
P
150.0000
P
150.0000
Plugged Amount
Quoted Amount
0
82,213
2,700
80,500
2,700
90,154
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
56,830
Totals
82,213
83,200
92,854
Diff From Plug
25,383
26,370
36,024
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
PROJECT QUOTATION
Customer Service: 602-278-7777
Fax: 602-278-3077
3636 S 43rd Ave
Phoenix, AZ 85009
CUSTOMER:
Achen Gardner Construction, LLC
PROJECT:
City Of Chandler
Contact:
Mark McLafferty
Address:
Dobson Rd & Chapparal Rd
Phone:
602-877-9329
City,State,Zip:
Chandler , AZ ,
Fax:
Quote ID:
3200 (21)
Email:
mmclafferty@achen.com
Total Qty:
655 CYD (Estimated)
Concrete Products
Qty
Description
Mix Id
Price
Comments
612
1/2 Sack ABC Slurry (COP)
PHCLSM
$82.00
15
MAG-B 2500 PSI 1" Rock
12504
$119.00
10
2000 PSI MAG C
12004
$116.00
18
9 Sack Sand Grout
10574
$155.00
Environmental (Per Each)
$25.00
Fuel Surcharges (Per Each)
$15.00
SHORTLOAD CHARGES (Per Each)
$200.00
Chilled Water (Per Per Yard)
$1.00
Hot Water (Per Per Yard)
$1.00
Add-On Products
Price Increase and Quote Expiration
Concrete pricing subject to change in the event of cement / fly ash
allocations and / or unanticipated cement / fly ash price increases.
Price Increase #1 : Add $8.00/CYD on 04/01/2022
All prices expire on quoted expiration date. 09/30/2022
Charges and Fees
Arizona Materials accepts no responsiblity for any damage to curb and beyond curb line. It will be Buyers reponsibility to contact Arizona
Materials Quality Control Department with any concrete issue/concerns within 48 hours after placement. Buyer is responsible to provide safe
access to point of delivery. All materials are produced in conformance with ACI / ASTM standards. Mixes quoted below, unless otherwise stated,
conform to no specific water cement ratio, minimum sack content, shrinkage, temperature requirement, or the plans and specifications of this
project.
All colored concrete loads have a 3 yard minimum.
Arizona Materials cannot guarantee compressive strengths of 5000 PSI or below for loads less than 3 yards.
5000 PSI or above must be 5 yards or more to quarantee compressive strength.
Payment is due and payable on or before the 15th day of the month following to receive 2% discount. Account must be current in full to be
eligible to apply discount. A service charge not to exceed the maximum allowed by law applies on unpaid invoice amounts beginning the 1st day
of the month following due date and daily thereafter until paid in full. Should litigation be commenced to enforce payment, the prevailing party is
entitled to reimbursement of reasonable attorney fees and court costs.
Buyer has 30 days to validate quote with P.O. , signing issued quote, or written verification.
Prepared and Submitted By:
Acceptance (void if not accepted before 02/02/2022)
Name:
Charity Medlock
Date:
01/03/2022
Phone:
6026200364
Fax:
Email:
CMEDLOCK@AZMATL.COM
Signature
Date
Print Name
Title
Company
Corporate Offices:
3636 S. 43rd Avenue
Phoenix, AZ 85009
Phone: 602-278-7777
Fax: 602-442-6905
Terms and Conditions of Sale
Additives
Hot / Chilled Water - $1.00 per cubic yard
Nitrogen Cooling - $9.50 per cubic yard
Non-Chloride Accelerator - $1.50 per unit
Recover - $2.00 per 1/2 Hour
Fiber
Micro Fiber - $7.50 per pound
Macro Fiber (Structural) - Priced as Quoted
Color
Standard Liquid Color - See mix detail for per yard pricing
Color Washout - $25.00 per load
Delivery
Fuel Surcharge - $15.00 per load
Wash Out System Buckets - $25.00 per load (requested at time of order)
Standby Charges - $1.50 per minute beyond 6 minutes per cubic yard
Short Load Charges - 6 yards or less $200.00 per load
Environmental Fee - $25.00 per load
Weekend Delivery - $50.00 per load
Plant Opening Charge - $500.00/hr, 4 hour minimum
Sunday / Holiday Opening - $750.00/hr, 4 hour minimum
All order backs/split loads under 11 yds on one order are subject to Short Load Charges.
Concrete Pricing subject to change in the event of cement / fly ash allocations and/or
unanticipated cement / fly ash price increases.
All materials are produced in conformance with ACI / ASTM Standards.
Contractor is responsible to provide safe access to the point of delivery.
Arizona Materials accepts no responsibility for damages to any curb and beyond the curb line.
concrete issues/concerns no later than 48 Hours after placement.
www.arizonamaterials.net
It is Contractors responsibility to contact Arizona Materials Quality Control Department with any
Page 1 of 1
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Attention
Project Name
CHANDLER HEIGHTS RD UTILITY RELOCATIONS - COC
City
CHANDLER
Project Address
DOBSON RD & CHAPPARAL RD
C/St
Office Phone
Fax
Email
Date
12/29/2021
Sales
MARK REINER
Cell #
(480) 620-4673
Email
mreiner@calportland.com
Quote #
124951
Customer #
1016934
Job Start
12/29/2021
Job End
04/01/2022
Volume
Product Number
Description
Unit Price
UOM
Comments
612.00 PHCLSM
0.5 SK ABC SLURRY (PHCLSM 1/2)
$98.00
CY
10.00 P2025C01
2000PSI #57 MAG C
$124.00
CY
15.00 P2525B01
MAG B 2500PSI #57 ASH
$126.00
CY
637
Total Volume
$20.00
LOAD
Environmental Fee
$20.00
LOAD
Fuel Surcharge
Fly ash and lightweight mixes subject to daily availability / All aggregates meet ASTM C 33.
Comments : PRICE INCREASE 4-1-22 $10.00 CYD EXPIRING 10-1-22
Subject to availability. CalPortland warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated
in accordance with applicable ACI and ASTM standards. CalPortland does not provide Contractor Quality Control. CalPortland guarantees ticketed mix designs of less than
5,000psi for load of three yards or more. Mix strength for loads less than three yards is not guaranteed. Ticketed mix designs of 5,000psi or greater require a four-yard minimum.
Three-yard minimum for all colored concrete. Concrete is a natural product. Seller cannot be responsible for variations in color, surface discoloration, popouts or variations in
the finished product caused by finishing techniques or job site conditions. Due to potential reactive aggregates in Arizona, CalPortland recommends the use of a Class F Fly
Ash to mitigate Alkali Silica Reactivity (ASR). Purchaser shall assume the liability for the use of a cement-only mix.
CalPortland reserves the right to postpone or cancel any quotes, current jobs or accepted deliveries if unable to perform due to raw material shortages, allocations or government
regulations. Prices subject to change due to drastic cost changes of the major components of concrete or surcharges.
Concrete is batched and delivered at current ambient temperatures. Buyer is responsible for temperature controlled concrete (Ice/Tempered Water). Prices for temperature
controlled concrete are available upon request.
Contractor is responsible for providing safe access to the point of delivery. CalPortland accepts no responsibility for damages to the premises beyond the curb line.
Customer shall provide and assume responsibility for an area or container for clean out of the concrete truck chutes. Additional color added by Buyer on-site subject to wash
out fees.
All products quoted per Buyers request. Additional products or services ordered are subject to applicable charges.
Standard Operating
hours
Loads batched outside Standard Operating Hours subject to applicable charges.
Summer: 3:00AM – 2:00PM
Winter: 5:00AM – 3:00PM
Saturday: 5:00AM – 12:00PM
Standing Time:
$2.00 per minute beyond 5 minutes per CY.
Minimum Load Charges:
Excessive Trucking Fee:
Fuel Surcharge:
One Minimum Load Charge waived on orders of 1 full load or more.
Under 6 CY = $200.00
Split Loads or multiple Order Backs subject to Excessive Trucking Fees.
Variable Fuel Surcharge based on U.S. Energy Information Administration On-Highway Diesel Fuel Price Index and is adjusted weekly.
https://www.eia.gov/petroleum/gasdiesel/
Terms:
All pricing is net 30 days with a valid credit application on file. All applicable sales taxes will be added to price.
Financing:
All invoices are due and payable within 30 days of the original billing date. A Finance Charge of 1.5% per month on a pro-
rated portion thereof (12% Annual Percentage Rate) will be charged upon all balances not paid within 30 days or first
appearance on a Statement.
We impose a surcharge of 2.25% on the transaction amount on all credit card products, which is not greater than our cost of
processing. We do not surcharge debit cards.
General Terms &
Conditions of Sale:
Acceptance:
CalPortland Co. Terms and Conditions are applicable and included as page two of this quote. If you did not receive a copy,
please contact CalPortland Sales Department at (602) 817-6950.
For this job quotation to be effective, written acceptance must be received no later than 30 days after quote date.
Price Expiration:
04/01/2022
See acceptance clause below
Buyer Acceptance:
Name / Title:
Date:
Ready Mix Terms and Conditions
Customer #
1016934
Customer Name
ACHEN GARDNER CONSTRUCTION LLC
Quote #
124951
Project Title
CHANDLER HEIGHTS RD UTILITY
RELOCATIONS - COC
Tempered Water:
Heated Water $2.00 per cubic yard.
Ice:
$0.50 per pound (Requires 3 – 5 business days notice).
Non-Chloride Accelerator:
$0.09 per ounce.
Recover Set Delay Admixture:
$0.20 per ounce.
Micro Fiber:
$6.50 per pound.
Macro Fiber:
(Structural) Priced individually
Please see manufacturer recommendation / specifications for suggested dosage
rate.
Standard Liquid Color:
See mix detail for per yard pricing. Actual color of concrete may vary due to
differences in cement, aggregates, job site conditions and finishing methods.
Three-yard minimum load required.
Color Washouts:
$25.00 per load
Standby Charges:
$2.00 per minute beyond 5 minutes per cubic yard.
Minimum Load:
Under 6 CY = $200.00
Excessive Trucking:
One Excessive Trucking Fee of $200 will be assessed for each additional load
required due to load sizes or multiple Order Backs.
Saturday Service:
$5.00 per cubic yard
Saturday operating hours 5:00am – 12:00pm
Loads delivered outside of operating hours subject to additional charges
Split Load Charges:
$250.00 per load.
Cancellation Charges:
$10.00 per cubic yard
-
All orders greater than 80 cubic yards cancelled within 24 hours of scheduled
delivery
$10.00 per cubic yard (with a minimum of $250.00)
-
All orders with scheduled delivery between the hours of 6:00pm – 4:00am
cancelled within 24 hours of scheduled delivery
Special Provisions:
DESERT READY MIX
READY MIX CONCRETE SALES AND SERVICE
4011 PRESIDO STREET
MESA, AZ 85215
OFFICE: 480-428-2280 FAX: 480-985-4248
* E – Environmental | S – Saturday Fee | F – Fuel Surcharge
Begin Date:
December 29, 2021
Quote # :
14798
Expiration Date:
April 30, 2022
MAP/GRID
184-19
“This quote does not guarantee product or service availability”
Item Code
Item Description
Est. Qty
Price
S500501
PHCLSM.5 (1/2 SACK SLURRY COP)
612 Yards
$85.00
SRP104
1/2 SACK MAG CLSM (SRP MIX)
Per Yard
$85.00
A202001
MAG C 2000 PSI
10 Yards
$115.00
A202501
MAG B 2500 PSI
15 Yards
$119.00
TC
TEMPERATURE CONTROL
Per Yard
$1.00
Additional Fees Minimum Load Fee
Quoted By:
BRUCE A. TABET
Customer:
ACHEN GARDNER CONSTRUCTION, LLC
Customer Code:
ACHE001
Address:
CHANDLER, AZ 85226
Contact:
MARK MCLAFFERTY (ESTIMATOR)
Phone:
480-940-1300
Fax:
Project:
CHANDLER HEIGHTS RD UTILITY RELOCATION
Job Address:
CHANDLER HEIGHTS DOBSON TO CHAPPARAL RD
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
E01
Per Yard
$3.25
Less than or equal to
UOM
Price
2 Yards
Load
$0.00
3.5 Yards
Load
$0.00
5.5 Yards
Load
$0.00
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
Color added at no expressed guarantee.
Drivers do not except cash or make change.
Desert Ready Mix reserves the right to increase prices due to RAW Material cost increases
such as Cement, Fly Ash, Aggregates or unexpected Fuel increases.
All specialized aggregates are based on availability.
Deliveries less than 6 Cubic yards are subject to our minimum load charges.
This quote does not guarantee product or service availability
Page 10 of 10
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 7:59 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
SURVEY
SURVEY
Vendor Phone
Vendor Name
Vendor Code
Unit Price
4805862104
Atwell, LLC
ATWELLLLC
Unit Price
4803136788
Benchmark Surv
BENCHMARKSUR
Unit Price
4809220780
Survey Innovati
SURVEYINNOVA
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
10,000.0000
LS
1.00
SURVEY
4SURVEY
3021490
20
0.0000
0.0000
4,000.0000
Plugged Amount
Quoted Amount
0
0
0
0
0
4,000
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
0
0
0
0
0
0
0
0
Total Adjustment
0
0
0
10,000
Totals
0
0
4,000
Diff From Plug
-10,000
-10,000
-6,000
Total Minority
0
0
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
January 7th, 2022
Mark McLafferty
Achen-Gardner Construction
550 South 79th Street
Chandler, AZ 85226
480-403-9426
SUBJECT:
Chandler Heights Rd Utility Relocations
Dear Mark:
Rick Engineering Company is pleased to submit this proposal to provide professional survey services on
the above referenced project. We look forward to working with you on this project.
SCOPE OF WORK:
Control
• Verify existing horizontal and vertical control and establish new control for site staking.
Subtotal: $510.00
Domestic/Fireline Water Services
•
Provide one stake at requested offset on 50-foot intervals for line only.
•
Provide two stakes at requested offset including grades to adjacent top of curb elevation for
fire hydrants, water meter vaults and back flow preventers.
Subtotal: $1,530.00
Sanitary Sewer
•
Provide one stake at requested offset on 25-foot intervals for line including grade to invert.
•
Provide one offset stake at requested offset for cleanout locations.
•
Provide two offset stakes per manhole at requested offset with grades to rim and invert
elevation.
Subtotal: $340.00
Asbuilts
•
Collect field data for use in preparing final asbuilts.
1.
Water
•
Provide centerline stations on fire hydrants, valves, fittings, meters and taps.
•
Contractor to notify surveyor if vertical dip locations are required to be
located.
2.
Sewer
•
Provide centerline stations for manholes, cleanouts and fittings.
•
Provide rim and invert elevations for manholes
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Note: The contractor will note any changes made during the construction phase and provide
dimensions to the surveyor before completion of final asbuilts are submitted. Should the
following be required by the governing municipality, the contractor shall notify the project
surveyor before back-filling water, fire line, sewer, storm drain facilities or other underground
pipelines and utilities in order that the surveyor may verify the asbuilt location and elevation of
said utilities.
Subtotal: $850.00
Calculations, Coordination and Project Management
•
Onsite preconstruction meetings to coordinate field staking for synergistic operation with
construction subcontractors (not to exceed one meeting). Additional meetings will be
conducted on a time and materials basis per Fee Schedule.
•
Point staking calculation for items contained in this proposal.
•
Drafting services to complete contract asbuilts per governing agency.
•
Correspondence to client and subcontractors (i.e. cutsheets, staking progress
memorandums, etc).
Subtotal: $770.00
FEE:
Rick Engineering will provide the above services for a TOTAL FEE of $4,000.00. The attached
Provisions of Agreement between Achen-Gardner Construction (CLIENT) and RICK are incorporated
hereunto and made a part of this proposal. Any printing is extra and not a part of this agreement.
EXCLUSIONS:
The following items are specifically excluded from the Scope of Work and budget and, if required,
will either be prepared by others or will be covered by separate agreement between Rick Engineering
Company and CLIENT.
a) Boundary Discrepancies
b) Soils Reports
c) Staking for Finish Landscaping or Hardscape
d) Any items not listed in the “Scope of Work”
If the above meets with your approval, please execute where indicated below, and return to our
office for our files. If there are any questions or concerns, please feel free to contact our office.
Sincerely,
RICK ENGINEERING COMPANY
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Randall R. Hager, RLS
Associate – Construction Survey Manager
ACCEPTED THIS DAY OF , 2022
BY: ________________________________________________________________
CLIENT
Invoices for this project to be mailed to:
Company: _______________________________________________________________________
Address: ________________________________________________________________________
City/State/Zip: __________________________________________________________________
Telephone: ___________________________________ Email: ________________ ____________
Contact person: __________________________________________________________________
Please complete, sign and return a copy to RICK ENGINEERING COMPANY
Page 4 of 8
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STANDARD PROVISIONS: ARIZONA 2022
The Client and Consultant agree that the following provisions shall be a part of their Agreement:
1. This Agreement shall be binding upon the heirs, partners, successors, executors, administrators and assigns of the Client and Consultant.
2. In the event of any increase of costs due to the granting of wage increases and/or other employee benefits to field or office employees due to
the terms of any labor agreement, rise in the cost of living, or increase in any applicable prevailing wage during the lifetime of this Agreement,
such increase shall be applied to all remaining compensation. For services provided on a time and materials or hourly rate basis, increases in the
applicable rates will be reflected in the billing statement or invoice for the month following the increase.
3. Should litigation at law or equity arising out of this Agreement, including but not limited to an action for declaratory relief, be brought to
enforce or interpret any term or provision of this Agreement, or to collect any portion of the amount payable under this Agreement or litigation
commenced either directly or by way of a cross-complaint whether arising out of contract or tort, including a cross-complaint for indemnity, for
failure or alleged failure to perform or for errors, omissions, or negligence, the prevailing party shall be entitled, in addition to any other award, to
all litigation and collection expenses, any and all costs of defense, including attorney's fees, expert witness fees, witness fees and court costs and
any and all other expenses incurred.
4. Neither the Client nor Consultant shall assign his interest in this Agreement without the written consent of the other.
5. This Agreement shall be governed by and construed in accordance with the laws of the State of Arizona. This Agreement contains the entire
agreement between Client and Consultant relating to the project and the provision of services by Consultant to the project. Any agreements,
promises, negotiations or representations not expressly set forth herein, are of no force or effect. Subsequent modifications to this Agreement
shall be in writing and signed by both Client and Consultant.
6. Conditions or representations, alterations, detractions from or to the terms hereof, including delineations hereon, shall not be valid unless they
are in writing and signed by both Client and Consultant.
7. Client agrees that the Consultant is not responsible for damages arising directly or indirectly from any delays for causes beyond the
Consultant's control. For purposes of this Agreement, such causes include, but are not limited to, strikes or other labor disputes; severe weather
disruptions or other natural disasters; fires, riots, war or other emergencies or acts of God; failure of any government agency to act in timely
manner; failure of performance by the Client or the Client's contractors or consultants; issuance of regulations, orders or other governmental
actions that limit, restrict or delay the ability of Consultant or Consultant’s workforce to perform; or discovery of any hazardous substances or
differing site conditions. In addition, if the delays resulting from any such causes increase the cost or time required by the Consultant to perform
its services in an orderly and efficient manner, the Consultant shall be entitled to an equitable adjustment in schedule and/or compensation.
8. In the event litigation is instituted under the terms and conditions of this Agreement, such litigation is to be brought and tried in the
appropriate court in the state and county in which the project is located and the parties waive the right to have brought, tried in, or removed to any
other county or judicial jurisdiction.
9. Client acknowledges that Consultant is not responsible for the performance of work by third parties, including, but not limited to, the
construction contractor(s), subcontractors, governmental agencies, construction managers, architects, or other consultants.
10. Consultant shall only act as an advisor in all governmental relations. Consultant shall not be liable for damages resulting from the actions or
inactions of governmental agencies including, but not limited to, permit processing, environmental impact reports, dedications, general plans and
amendments thereto, zoning matters, annexations or consolidations, use or conditional use permits, project or plan approvals and building
permits.
11. Consultant makes no warranty, either express or implied, as to the findings, recommendations, plans, specifications, or professional advice.
Consultant shall perform in accordance with generally accepted engineering and/or surveying practices or standards in effect at the time of
performance in the locale where the services are rendered.
12. Consultant makes no representation, guarantee, warranty, express or implied concerning estimated cost figures made in connection with
maps, plans, specifications, or drawings, other than that all such figures are estimates only. Consultant shall not be responsible for fluctuations in
cost factors.
13. Consultant makes no representations concerning estimates of areas. Estimates of areas are estimates only and are not to be considered
precise unless Consultant specifically agrees to provide the precise determination of such areas.
14. Client and Consultant agree to cooperate in any and every way or manner on project.
15. Consultant makes no representation, either express or implied, concerning soils or geological surveys or subsurface soil tests or general soils
testing and reporting.
16. Upon written request, each of the parties hereto shall execute and deliver, or cause to be executed and delivered, such additional instruments
and documents which may be necessary and proper to carry out the terms of this Agreement.
17. The terms and provisions of this Agreement shall not be construed to alter, waive, or affect any lien or stop notice rights which the
Consultant may have for the performance of services under this Agreement.
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18. One or more waivers of any term, condition or covenant by a party shall not be construed as a waiver of subsequent breach of the same or
any other term, condition, or covenant.
19. In the event Client fails to pay Consultant promptly or within sixty (60) days after invoices are rendered, then Client agrees that Consultant
shall have the right to consider said default a total breach of this Agreement and, upon written notice, the duties, obligations and responsibilities
of the Consultant under this Agreement are terminated. In such event, Client shall then promptly pay the Consultant for all the fees, charges, and
services performed to date by Consultant.
20. In the event any term, condition, covenant or provision of this Agreement shall be held to be invalid, void or unenforceable, the remaining
terms, conditions, covenants and provisions of this Agreement shall be valid and binding on the parties hereto.
21. The Client agrees it will require that the Contractor hold harmless, indemnify and defend the Client, the Architect, the Consultant and its
subconsultants, and each of their officers, directors, principals, employees and agents, from any and all liability claims, losses or damages arising
or alleged to arise from the performance of the work described herein, but not including the sole negligence or willful misconduct of the Client,
the Architect or the Consultant or their respective subconsultants, officers directors, principals, employees and agents.
22. The Client shall indemnify and hold Consultant harmless with regard to all liability or claims of any kind, including all investigation and
defense costs, connected directly or indirectly with this project, which liabilities or claims do not result from the sole negligence or willful
misconduct of the Consultant.
23. Consultant has a right to complete all services agreed to be rendered pursuant to this Agreement. In the event this Agreement is terminated
before the completion of all services, unless Consultant is responsible for such early termination, Client agrees to release Consultant from all
liability for services performed.
24. In the event work prepared or partially prepared by the Consultant be suspended, abandoned, or terminated, the Client shall pay the
Consultant for all work, fees, deposits, charges and services provided, not to exceed any maximum amount specified herein. Client
acknowledges if project work is suspended and restarts, there may be additional charges due to suspension which shall be paid by Client as extra
work.
25. Client agrees that if Client requests services not specified pursuant to the scope of services described within this Agreement, Client agrees to
pay all such additional services as extra work if authorized in writing.
26. Consultant shall be entitled to immediately, and without notice, suspend the performance of any and all of its obligations pursuant to this
Agreement if Client files a voluntary petition seeking relief under the United States Bankruptcy Code or if there is an involuntary bankruptcy
petition filed against Client in the United States Bankruptcy Court, and that petition is not dismissed fifteen (15) days after its filing. Any
suspension of services made pursuant to the provisions of this Paragraph shall continue until such time as this Agreement has been fully and
properly assumed or adequate assurance provided in accordance with the applicable provisions of the United States Bankruptcy Court and in
compliance with the final order or judgments issued by the Bankruptcy Court.
27. If payment for Consultant's services is to be made on behalf of Client by a third party, Client agrees that Consultant shall not be required to
indemnify the third party, in the form of an endorsement or otherwise, as a condition of receiving payment for services.
28. Client agrees to purchase and maintain, during construction, builder's liability special peril or other similar insurance which will name
Consultant as an additional insured. Client also agrees to require the contractor or contractors to purchase and maintain liability insurance,
including broad form general liability coverage, comprehensive bodily injury, broad form property damage, independent contractors insurance,
completed operations and contractual liability coverage, and the exclusions for explosion, collapse or underground coverage shall be deleted;
automobile including bodily injury, property damage, owned, non-owned and hired vehicles; and worker's compensation insurance including
employers liability coverage, all of which shall name the Client and Consultant as additional insureds. Certificates of such insurance shall be
provided to Consultant and the certificate(s) shall include provisions that the above policies are primary and non-contributory with Consultant's
insurance and that coverage will not be canceled unless at least thirty days prior written notice has been given to Consultant.
29. In the event that the plans, specifications, and/or field work covered by this Agreement are those required by various governmental agencies
and one or more such governmental agency changes its policies, ordinances, procedures or requirements after the date of this Agreement, any
additional office or field work required, shall be paid by Client as extra work.
30. Services provided within the Agreement are for the exclusive use of the Client. Nothing contained in this Agreement shall be construed to be
for the benefit of any person not a party to this Agreement and no third-party beneficiary rights are created.
31. All original papers, drawings, notes, documents and other work product of Consultant, and copies thereof, produced as a result of the
Agreement represent professional services, shall remain the property of the Consultant, and Consultant shall retain all copyright and other
ownership interests. Client shall have a nonexclusive license to use Consultant’s work product and any items in which Consultant maintains
ownership and/or copyright interest so long as all fees to be paid under this Agreement have been paid. Any nonexclusive license Client obtains
under this Agreement terminates upon the termination of this Agreement. Consultants work product may be used by Consultant without consent
of the Client.
32. In the event that any changes are made in the plans and/or specifications by the Client or persons other than the Consultant, and such changes
are not consented to in writing by Consultant, Client acknowledges that the changes and their effects are not the responsibility of Consultant and
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Client agrees to release Consultant from all liability arising from the use of such changes and agrees to defend, indemnify and hold Consultant, its
officers, directors, principals, agents and employees harmless from and against all claims, demands, damages or costs arising from the changes.
33. Client agrees not to use or permit any other person to use plans, drawings or other work product prepared by Consultant, which plans,
drawings or other work product are not signed and stamped or sealed by Consultant and/or are not final. Client agrees to be liable and
responsible for any use of non-final plans, drawings or work product or plans, drawings or work product not signed, and stamped or sealed by
Consultant and waives liability against Consultant for their use. Client further agrees that final plans, drawings, and other work products are for
the exclusive use of Client and may be used by Client only for the project described in this Agreement.
34. In the event that any staking is destroyed, damaged, or disturbed by an act of God or parties other than Consultant, the cost of re-staking shall
be paid for by the Client as extra work. If the scope of services provided for pursuant to this Agreement does not include construction staking by
Consultant, Client acknowledges that changes, clarifications, adjustments, and modifications may be necessary because of changed field or other
conditions. Client will indemnify and defend Consultant for construction staking by others and from claims arising from changes, clarifications,
adjustments and modifications which may be necessary to reflect changed field or other conditions, except claims caused by the sole negligence
or willful misconduct of Consultant.
35. Questions concerning location or changes in construction stakes or questions concerning information on plans and specifications must be
called to the attention of the Consultant upon discovery and before corrective remedy.
36. The Consultant shall be notified 24 hours in advance, so that he may check forms, for grade and alignment only, prior to the pouring of
concrete for cast-in-place concrete structures, thrust blocks, electrical boxes, bridge abutments or piers, or any similar structures staked by
Consultant. Consultant can assure compliance to proper grade and alignment only when it has been advised to check in advance.
37.(a) If the scope of services to be provided by Consultant pursuant to the terms of this Agreement include the preparation of engineering
drawings but exclude construction staking services, Client acknowledges that such services normally include coordinating civil engineering
services and the preparation of as-built drawings pursuant to Uniform Building Code Chapter 70 and/or other statutes, ordinances or laws, and
Client will be required to retain such services from another consultant or pay Consultant pursuant to this Agreement for such services as extra
work.
(b) If the scope of services to be provided by Consultant pursuant to the terms of the Agreement, include construction staking services, but
exclude the preparation of the engineering drawings to be used for construction and construction staking, Client acknowledges the coordination of
civil engineering services and the preparation of as-built drawings as required by statute, ordinance or law may require the retention by Client of
another consultant or the original consultant responsible for the design, or pay Consultant pursuant to this Agreement for such services as extra
work. Client acknowledges that if Consultant is retained to prepare as-built drawings of plans prepared by others, Client will indemnify, defend
and hold Consultant harmless from any and all liability in connection with the plans and specifications prepared by others, and the performance
of work by Consultant on this project as set forth in Paragraph 44.
38. In the event Client discovers or becomes aware of apparent errors or omissions, field conditions or discrepancies during the construction
phase of the project, which apparent errors or omissions, field conditions or discrepancies are resolvable by Consultant, Client agrees to notify
Consultant and engage Consultant to resolve the problem before construction activities commence or further construction activity proceeds.
Further, Client agrees to have a provision in its construction contracts for the project which require the contractor to notify Client of any such
apparent errors or omissions, field conditions or discrepancies so that Client may, in turn, notify Consultant pursuant to the provisions of this
Paragraph.
39. Client shall pay the costs of checking and inspection fees, zoning and annexation application fees, assessment fees, soils engineering fees,
soil testing fees, aerial topography fees, and other fees and deposits, permits, bond premiums, title company charges, blueprints and
reproductions, and all other charges not specifically covered by the terms of this Agreement.
40. All fees and other charges will be billed monthly as the work progresses and the net amount shall be due at the time of billing.
41. A late payment CHARGE will be computed by the Consultant at the periodic rate of 1.5% per month, not to exceed the maximum legal rate,
which will be applied to any unpaid balance commencing thirty (30) days after the date of the original billing.
42. Client agrees that the balance as stated on the billings from Consultant to Client are correct, conclusive and binding on the Client unless
Client within forty-five (45) days from the date of receipt of such billing, notifies Consultant in writing of the particular items that are alleged to
be incorrect.
43. In consideration of the Consultant's fee for services, the Client agrees that the Consultant will perform no onsite construction review,
construction management, supervision of construction of engineering structures or other construction supervision for this project unless
specifically contracted for; that such services will be provided by others; and that the Client shall defend, indemnify and hold the Consultant, its
officers, directors, principals, agents and employees harmless from any and all liability, real or alleged, arising or resulting from the performance
of construction review, construction management, supervision of construction of engineering structures or supervision by others. Further, Client
acknowledges that Consultant will be unable to correct errors or omissions in the plans which customarily become apparent and resolvable during
construction review.
44. Client agrees that, in accordance with generally accepted construction practices, the construction contractor will be required to assume sole
and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property;
that this requirement shall be made to apply continuously and not be limited to normal working hours. The Client further agrees to defend,
Page 7 of 8
22425 N 16TH Street, Suite 1, Phoenix, AZ 85024
C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\Achen - Chandler Heights Road Utility Relocations.doc
indemnify, and hold the Consultant harmless from any and all liability in connection with the performance of work on this project, excepting
liability arising from the sole negligence or willful misconduct of the Consultant.
45. Client agrees to limit the liability of Consultant, its principals and employees to the Client, all contractors and subcontractors on the project,
due to professional negligent acts, errors or omissions of the Consultant, breach of contract or any other cause of action however pled to the
sum of $50,000 or the Consultant's fee, whichever is greater; except that if the contract amount, including any addenda or other contracts
pertaining to or covering services related to the project, exceeds $150,000, the liability of Consultant shall not exceed $150,000. Client further
agrees to notify any contractor and subcontractor who may perform work in connection with any design, report or study prepared by Consultant
of such limitation of liability, and to require as a condition precedent to their performing their work, a like indemnity of liability on their part as
against the Consultant.
46. The Client hereby agrees to bring no claim for negligence, breach of contract, indemnity or otherwise against the Consultant, its principals,
employees and agents if such claim, in any way, would involve the Consultant's services for the investigation, detection, abatement, replacement,
use or specification, or removal of products, materials or processes containing asbestos, asbestos cement pipe, and/or hazardous materials (as
defined by state, federal and/or local laws or ordinances). Client further agrees to defend, indemnify and hold harmless Consultant, its officers,
directors, principals, employees and agents from any asbestos, asbestos cement pipe, and/or hazardous waste material related claims that may be
brought by third parties as a result of the services provided by the Consultant pursuant to this Agreement except claims caused by the sole
negligence or willful misconduct of the Consultant.
47. Client acknowledges that Consultant's scope of services for this project does not include any services related, in any way, to asbestos and/or
hazardous waste. Should Consultant or any other party encounter such materials on the job site, or should it in any way become known that such
materials are present or may be present on the job site or any adjacent or nearby areas which may affect Consultant's services, Consultant may, at
its option, terminate work on the project until such time as Client retains a specialist contractor to abate and/or remove the asbestos and/or
hazardous waste materials and warrant that the job site is free from any hazard which may result from the existence of such materials.
48. Digital data files shall be provided to Client only if such delivery has been specified in the scope of services set forth in this Agreement. If
the scope of services does not specify that digital data files shall be delivered, all costs associated with delivery of digital data files shall be paid
by Client. Client agrees that all digital data files delivered by Consultant are to be used exclusively to fulfill the scope of this Agreement. Client
agrees to hold Consultant harmless for any use by client of this data outside or beyond the scope of this Agreement.
49. Consultant makes the following representations as to the compatibility of digital data files:
(a) All data files are to be used with compatible hardware and software versions as used by Consultant at the time file copies were created.
(b) Consultant makes no representation as to the compatibility of any data files other than for the hardware and software versions used by
Consultant to create the data files.
(c) Client agrees to hold Consultant harmless for any use of data files on any hardware or software versions other than those which were used
by Consultant to create them.
(d) If Client requires or requests any special or specific file structure, format or software that is different from those used by Consultant at the
time Consultant is performing the services set forth in this Agreement, unless otherwise specified in this Agreement, all costs associated with
creating the file structure or format, and/or acquiring necessary software and/or hardware, shall be the responsibility of Client.
50. After the time final data files have been delivered per terms of this Agreement, Consultant will not be held responsible for maintaining copies
of any digital data related to this Agreement.
51. Client agrees that if formats for deliverables of digital files are not specified in this Agreement, they will be delivered using the standards and
versions of Consultant at the time of creation.
52. Client agrees not to use any digital files (drawing or data file), in whole or in part, for any purpose or project other than the project which is
the subject of this Agreement. Client waives any and all claims against Consultant resulting in any way from any changes not authorized and/or
authored by Consultant and/or reuse of the drawings or data for any other project without the express written consent by Consultant. The transfer
of drawings or data in electronic media or format shall not be deemed a sale, and Consultant makes no warranties, either express or implied, of
merchantability or fitness for a particular purpose.
53. Because data stored on electronic media can deteriorate undetected or be modified without the Consultant’s knowledge, the Client agrees that
it will accept responsibility for the completeness, correctness, or readability of the electronic media after an acceptance period of 30 days after
delivery of the electronic files, and that upon the expiration of this acceptance period, client will indemnify and save harmless the Consultant for
any and all claims, losses, costs, damages, awards or judgments arising from use of the electronic media files or output generated from them. The
Consultant agrees that it is responsible for the accuracy of the sealed drawings that accompany the submittal, and that such accuracy is defined as
the care and skill ordinarily used by members of the Consultants profession practicing under similar conditions at the same time and in the same
locality. Consultant makes no warranties, express or implied, under this Agreement or otherwise, in connection with the Consultant’s services.
54. Prior to the commencement of any legal action, in an effort to resolve any conflicts that arise during the design or construction of the project
which is the subject of this Agreement, or following completion of the project, Client and Consultant agree that all disputes between them arising
out of or relating to this Agreement, the services performed pursuant to this Agreement, or relating in any way to the project, shall be submitted to
nonbinding mediation unless the parties mutually agree otherwise. Each party shall be represented at the mediation by a person or persons with
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C:\RICK\Departments\Survey\PHX\_Pursuits\PROPOSALS\Achen - Chandler Heights Road Utility Relocations.doc
the authority to bind the party to any agreement, obligation or resolution resulting from the mediation. Each of the parties agrees to include a
similar mediation provision in all agreements with any other contractors and consultants retained for the project and to require such contractors
and consultants to include a similar provision in all agreements with subcontractors, sub-consultants, suppliers or fabricators, thereby providing
mediation as the primary method for dispute resolution between the parties to those agreements.
Quote Analysis Report
Page 1 of 1
Achen-Gardner Construction, LLC 71
Mark McLafferty
1/13/2022 9:25 AM
CHANDLER HEIGHTS RD DOBSON/CHAPPARAL
39381001
TRAFFIC CONTROL
TRAFFIC
Vendor Phone
Vendor Name
Vendor Code
Unit Price
6024310911
Trafficade Traf
TRAFFICADETR
Plug Price
Unit
Quan
Desc
Resource
Activity
Bid
40.0000
DA
4.00
TRAFFIC CONTROL
4TRACCL
2101900
135
40.0000
125.0000
EA
2.00
TRAFFIC CONTROL
4TRACCLSD
2101900
135
125.0000
45.0000
DA
19.00
TRAFFIC CONTROL
4TRACFL
2101900
135
45.0000
150.0000
EA
19.00
TRAFFIC CONTROL
4TRACFLSD
2101900
135
150.0000
80.0000
DA
18.00
TRAFFIC CONTROL
4TRAFDN
2101900
135
80.0000
450.0000
EA
30.00
TRAFFIC CONTROL
4TRAFDNBSD
2101900
135
450.0000
100.0000
DA
24.00
TRAFFIC CONTROL
4TRAFDS
2101900
135
100.0000
750.0000
EA
38.00
TRAFFIC CONTROL
4TRAFDSSD
2101900
135
750.0000
104.0000
HR
136.00
TRAFFIC CONTROL
4TRAFLH
2101900
135
104.0000
40.0000
DA
120.00
TRAFFIC CONTROL
4TRAMB
2101900
135
40.0000
125.0000
EA
8.00
TRAFFIC CONTROL
4TRAMBLPU
2101900
135
125.0000
Plugged Amount
Quoted Amount
0
69,899
$ Adjustment
% Adjustment
Mobilization
Bond
0
0
0
0
Total Adjustment
0
69,899
Totals
69,899
Diff From Plug
0
Total Minority
0
A 'P' beside a price indicates a plug price.
Green background indicates that the vendor is selected.
WE PROVIDE:
Achen Gardner Construction.
Atte: Mark McLafferty (602) 877-9329
Chandler Heights Utility relocates (CMAR)
Dobson Rd & Chaparral Way. Chandler AZ.
Bid Date: 1-05-2022 401D
TRAFFIC CONTROL DAILY ESTIMATE
DOBSON RD SOUTH BOUND FULL CHANNEL. MAINTAIN 1 THRU LANE
IN EACH DIRECTION ON THE E/S OF THE MEDIAN FROM CANYON WAY
TO 800 FT S/O CHAPARRAL WAY. 24 HRS SET UP.
Estimated cost for equipment rental daily is $100.00*.
Estimated labor cost for set up OR pick up is $750.00* per occurrence.
DOBSON RD NORTH BOUND FULL CHANNEL. MAINTAIN 1 THRU LANE
IN EACH DIRECTION ON THE W/S OF THE MEDIAN FROM CANYON WAY
TO CHAPARRAL WAY. DAY TIME SET UP.
Estimated cost for equipment rental daily is $80.00*.
Estimated labor cost for set up, take down, reset OR pick up is $450.00* per
occurrence.
CHAPARRAL WAY, 2-WAY FLAGMAN STATION USING AFAD UNITS-
WORK AREA: 200 FT @ BLUE RIDGE WAY OR CRESCENT WAY. DAY
TIME SET UP.
Estimated cost for equipment rental daily is $45.00*.
Estimated labor cost for set up, take down, reset OR pick up is $150.00* per
occurrence.
The above estimated labor cost does not included labor for stand-by,
flaggers or AFAD units. 2 Flaggerade AFADs are $104.00* per hour.
2 Certified flagger are $86.00* per hour.
ADDITIONAL EQUIPMENT FOR CHAPARRAL WAY HARD CLOSURE @
BLUE RIDGE WAY. ALLOW LOCAL TRAFFIC ACCESS EAST AND WEST
OF THE INTERSECTION. DAY TIME SET UP.
Estimated cost for equipment rental daily is $40.00*.
Estimated labor cost for set up, take down, reset OR pick up is $125.00* per
occurrence.
MESSAGE BOARD RENTAL (AS NEEDE).
1 – VMS Boards with protection equipment is $40.00* per day.
Estimated cost for delivery OR pick up of each unit is $125.00* per
occurrence.
EXCLUSIONS:
Message Boards, Temporary No Parking Signs, Municipal Plan Review Fees, Permit Fees,
Shadow Truck, Project Specialty Signs, Concrete or Water Filled Barrier Wall, Flagman,
Police Officers, Standby Time and ADA Compliance.
TERMS / CONDITIONS:
1. Invoices will be based off the actual ticketed equipment and / or labor delivered to
the job.
2. Sales tax is not included and will be added to all billings. Tax rate subject to change
if the prevailing rate changes.
3. This quote is valid for 60 days. If work starts after 60 days, then Trafficade
reserves the right to nullify this quote and re-quote at its own discretion.
4. 0% Retention.
Trafficade Estimator: Abel Duenez 602-431-0911
BARRICADES
TRAFFIC CONTROL
TRAFFIC PLANS
PLATES & SHORING
PAVEMENT MILLING
SAWING & CORING
BARRIER WALL
SAFETY SUPPLIES
CUSTOM SIGNS
SIGN INSTALLATIONS
ASPHALT PAVING
Locations:
Phoenix
2533 W. Holly St.
Phoenix, AZ 85009
Chandler
17046 S. Weber Dr.
Chandler, AZ 85226
Tucson
2802 N. Flowing Wells
Tucson, AZ 85705
Prescott
11580 E. Santa Fe Loop
Dewey, AZ 86327
Flagstaff
5301 E. Commerce Ave.
Flagstaff, AZ 86004
Yuma
3178 33rd Place, Ste. A
Yuma, AZ 86365
Holbrook:
405 W. Vista Dr.
Holbrook, AZ 86025
Kingman:
2700 Airway Ave.
Kingman, AZ 86409
EXHIBIT D7: BASELINE PROJECT SCHEDULE
JANUARY 26, 2022
CITY OF CHANDLER – CHANDLER HEIGHTS ROAD UTILITY RELOCATI0NS
GMP PROPOSAL FOR CHAPARRAL WAY: DOBSON TO LAKE DRIVE
PROJECT NO: WW2111.401
See Following Baseline Project Schedule
ID
Task
Mode
Task Name
Duration
Start
Finish
1
GMP 1 ‐ Chaparral Way
59 days
Mon 4/4/22 Wed 6/1/22
2
DOBSON SEWER
25 days
Mon 4/4/22 Thu 4/28/22
3
INSTALL BYPASS
2 days
Mon 4/4/22 Tue 4/5/22
4
REMOVALS & EX MH
3 days
Mon 4/4/22 Wed 4/6/22
5
INSTALL SEWER
5 days
Thu 4/7/22
Mon 4/11/22
6
PRESSURE TEST SEWER
1 day
Tue 4/12/22 Tue 4/12/22
7
INSTALL MH'S & BACKFILL
6 days
Wed 4/13/22Mon 4/18/22
8
MH COATING BASE
1 day
Tue 4/19/22 Tue 4/19/22
9
MH TESTING
1 day
Wed 4/20/22Wed 4/20/22
10
SEWER CAMERA
1 day
Thu 4/21/22 Thu 4/21/22
11
REMOVE BYPASS
4 days
Fri 4/22/22
Mon 4/25/22
12
PAVING
2 days
Tue 4/26/22 Wed 4/27/22
13
ADJUSTMENTS
1 day
Thu 4/28/22 Thu 4/28/22
14
DOBSON WATER
23 days
Thu 4/28/22 Fri 5/20/22
15
INSTALL 16" WATER
8 days
Thu 4/28/22 Thu 5/5/22
16
TESTING
7 days
Fri 5/6/22
Thu 5/12/22
17
TIE OVER NEW/OLD WL
1 day
Fri 5/13/22
Fri 5/13/22
18
PAVING
4 days
Sat 5/14/22 Tue 5/17/22
19
ADJUSTMENTS
2 days
Wed 5/18/22Thu 5/19/22
20
STRIPING
1 day
Fri 5/20/22
Fri 5/20/22
21
FLATWORK
4 days
Sat 5/14/22 Tue 5/17/22
22
CHAPARRAL WATER
27 days
Fri 5/6/22
Wed 6/1/22
23
INSTALL 8"
6 days
Fri 5/6/22
Wed 5/11/22
24
INSTALL 12"
6 days
Thu 5/12/22 Tue 5/17/22
25
TESTING
7 days
Wed 5/18/22Tue 5/24/22
26
TIE OVER NEW/OLD WL
2 days
Wed 5/25/22Thu 5/26/22
27
FLATWORK
2 days
Thu 5/26/22 Fri 5/27/22
28
PAVING
3 days
Sat 5/28/22 Mon 5/30/22
29
ADJUSTMENTS
1 day
Tue 5/31/22 Tue 5/31/22
30
STRIPING
1 day
Wed 6/1/22 Wed 6/1/22
S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F
Apr 3, '22
Apr 10, '22
Apr 17, '22
Apr 24, '22
May 1, '22
May 8, '22
May 15, '22
May 22, '22
May 29, '22
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
Page 1
Project: GMP 1 - Chaparral Way
Date: Wed 1/26/22
EXHIBIT E
Rev.12/1/2020
Construction Manager at Risk Construction Services
SUB-1
CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No. WW2111.401
SUBCONTRACTOR’S LIST FORM
If CM@Risk intends to subcontract any portion of this contract, the CM@Risk must submit the name, address, and contractor’s license number (if
applicable) of each subcontractor, including the work component of such subcontracting. Include the form with the bid submittal documents. CM@Risk
may make multiple copies of this form as needed.
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
Company Name:
Contact Name:
Contact Email:
Contact Phone:
Work Component:
Percentage of Total
Work Performed:
EXHIBIT F
City of Chandler Construction Manager at Risk Construction Services
GIS-1
Public Works & Utilities Department, Capital Projects Division
Project Name: CHANDLER HEIGHTS ROAD UTILITY RELOCATIONS - GMP 1
Project No.: WW2111.401
Rev. 4/1/2021
GIS / GPS DATA DELIVERY REQUIREMENTS
GIS / GPS Data Delivery Requirements
Contractor must provide survey grade GPS / GIS data, meeting the following requirements for all
facilities to be owned and/or operated by the City of Chandler.
a) ESRI File Geodatabase format:
All GPS point data, along with corresponding GIS Attribute data, must be submitted in ESRI File
Geodatabase format. The City of Chandler will provide a copy of the File Geodatabase in ESRI
ArcGIS format. Please submit your request through the Project Manager.
b) Data dictionary and Attribute data:
Attribute data should be provided for each of the GPS’d Utility Feature listed in Section ‘d’ below.
All Attribute data should conform to the ESRI File Geodatabase format, provided by the City. A
copy of the data dictionary is also attached here for reference
c) Coordinate System:
Horizontal Datum: Arizona State Plane Coordinates, Central Zone NAD83 (HARN)
Vertical Datum: NAVD88
d) Point Data for GPS:
1) Water System Features:
•
Water main location (top of pipe), size and material (one (1) coordinate provided every 100 feet
minimum) and at fittings.
•
Water fitting location (top of feature), size, material and type including: Bend (22.5, 45, or 90),
Tee, Tapping Sleeve, Cross, Coupling, End Cap, Line Stop, Reducer,
•
Saddle, Other.
•
Water valve location (center of valve box cover), size and type.
•
Fire hydrant location (top of hydrant), manufacturer and year.
•
Water service line location (at connection to main, any bends, and termination at meter box or
meter vault or at the edge of easement or ROW), size and material.
•
Water blow-off and air release valve location (center of cover), size, type and
manufacturer.
•
Water manhole or vault location (center of cover), size and type.
2) Waste Water System Features:
•
Sewer manhole and cleanout location (center of cover), size, material, and cover type.
•
Sewer gravity main location (invert of pipe), size, material and flow direction (from) at all
manholes, cleanouts and structures.
•
Sewer service line location, size and material (at connection to main, and termination at
cleanout, or stub out at edge of the easement or ROW).
•
Sewer force main location (top of pipe), size, and material (one (1) coordinate provided every
100 feet minimum) and at fittings.
•
Sewer force main (and gravity) fitting location (top of feature), size, material and type including:
Bend (22.5, 45, or 90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop, Reducer,
Saddle, Wye, Other
•
Sewer force main valve location (center of valve box cover), size and type.
•
Sewer force main air release valve location (center of cover), size, type and
manufacturer.
•
Sewer force main manhole or vault location (center of cover), size and material.
•
Sewer structure (center of structure), type (diversion, junction box)
3) Reclaimed Water System Features:
•
Reclaimed main location (top of pipe), size, and material (one (1) coordinate provided
every 100 feet minimum) and at fittings.
•
Reclaimed fitting location (top of feature), size, material and type including: Bend (22.5, 45,
or 90), Tee, Tapping Sleeve, Cross, Coupling, End Cap, Linestop,
•
Reducer, Saddle, Other.
•
Reclaimed valve location (center of valve box cover), size and type.
•
Reclaimed service line location (at connection to main, any bends, and termination at meter
box or meter vault or at the edge of easement or ROW), size and material.
•
Reclaimed blow-off and air release valve location (center of cover), size, type and
manufacturer.
•
Reclaimed manhole or vault location (center of cover), size and type.
4) Storm Water System Features:
•
Storm manhole and cleanout location (center of cover), size, material, and cover type.
•
Storm gravity main location (invert of pipe), size, material, and flow direction (from) at all
manholes, cleanouts and structures.
•
Storm structure location (center of structure), type and category including: Drywell, Catch
Basin, Scupper, Bubbler Box, and Collection Vault.
5) Standard GPS Metadata on all points collected: Date, Time, Height, Horiz_Precision,
Vert_Precision, Northing, Easting, Surveyor, Datafile, and Comments
e) Electronic Data Submittal:
Each submittal must consist of
1) ESRI – ArcGIS Geodatabase with cumulative data and attributes, and
2) Construction plans with collected utilities clearly redlined and changes marked
The frequency of data submittal will be every two weeks after water, sewer, reclaim or storm assets
go into the ground. Submittals can be emailed to: GIS@chandleraz.gov
DATA DICTIONARY
FOR
WATER, SEWER, RECLAIM & STORM
DATA DICTIONARY:
WATER
Water Fitting
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
MATERIAL
MATERIAL
String
20
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
ROTATION
ROTATION
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
TYPE
TYPE
String
30
WS_FITTING_TYPE
BEND
BEND
String
20
WS_FITTING_BEND
Water Hydrant
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
Feature Owner
String
25
WS_FEATUREOWNER
LIFECYCLESTATUS
Lifecycle Status
String
25
WS_LIFECYCLESTATUS
SPATIALSOURCE
Spatial Source
String
25
WS_SPATIALSOURCE_STD
BARRELDIAMETER
Barrel Diameter
Double
8
LARGENOZZLEDIAMETER
Large Nozzle Diameter
Double
8
SMALLNOZZLEDIAMETER
Small Nozzle Diameter
Double
8
OUTLETCONFIGURATION
Outlet Configuration
Double
8
SEATDIAMETER
Seat Diameter
Double
8
MANUFACTURER
Manufacturer
String
25
WS_HYD_MANUFACTURER
YEARMANUFACTURED
Manufacture Year
String
25
HASLOCK
Has Lock ?
String
25
GIS_BOOLEAN_YES_NO
COLOR
Color
String
25
ROTATION
Symbol Rotation
Double
8
GPSOID
GPS ObjectID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
25
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
String
25
VERT_PREC
VERT_PREC
String
25
NORTHING
NORTHING
String
25
EASTING
EASTING
String
25
DATAFILE
DATAFILE
String
25
GPS_COMMENT
GPS_COMMENT
String
50
WATER VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATURE OWNER
String
20
RWS_SYSVAL_FUNCTION
LIFECYCLESTATUS
LIFECYCLE STATUS
String
20
WS_SYSVAL_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
String
20
WS_SYSVAL_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
String
10
RWS_SYSVAL_VALVETYPE
GROUNDTYPE
GROUNDTYPE
String
25
WS_SYSVAL_GROUNDTYPE
DIAMETER
Diameter
String
8
WS_SYSVAL_DIAM
GPSOID
GPS OBJECTID
Integer
4
GPS_DATE
GPS DATE
Date
8
GPS_TIME
GPS TIME
String
10
GPS_HEIGHT
GPS HEIGHT
Double
8
HORZ_PREC
HORZ PREC
Double
8
VERT_PREC
VERT PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS COMMENT
String
30
WO_CAT_CODE
WO CAT CODE
String
10
WO_CAT
WO CAT
String
25
WATER MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WS_SPATIALSOURCE_STD
ACCESSDIAMETER
ACCESSDIAMETER
String
8
ACCESSTYPE
ACCESSTYPE
String
20
GROUNDTYPE
GROUNDTYPE
String
20
WS_SYSVAL_GROUNDTYPE
COVERMATERIAL
COVERMATERIAL
String
10
COVERTYPE
COVERTYPE
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
WATER MISC PNT
This feature is used for any miscellaneous information
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
50
NOTES
NOTES
String
150
SIZE
SIZE
Double
8
Water Domains:
Domain name
WS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
FUTURE
FUTURE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_SPATIALSOURCE
APPROVED PLANS
APPROVED PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
GPS
GPS
HYDRMAINT
HYDRMAINT
ORTHOPHOTO
ORTHOPHOTO
TM7
TM7
UNKNOWN
UNKNOWN
Domain name
WS_HYD_MANUFACTURER
AMERICANDARLING AMERICANDARLING
AVK
AVK
CLOW
CLOW
DRESSER
DRESSER
GREENBERG
GREENBERG
KENNEDY
KENNEDY
MUELLER
MUELLER
PACIFIC
PACIFIC
UNKNOWN
UNKNOWN
WATEROUS
WATEROUS
Domain name
WS_FEATUREOWNER
COC
Chandler
COG
Gilbert
COM
Mesa
COP
Phoenix
COT
Tempe
COUNTY
Maricopa County
GOULD
Gould
GRIC
GRIC
INTEL
Intel
MICROCHIP
Microchip
MOTOROLA
Motorola
PRIVATE
Private
SRP
SRP
SRVWUA
SRVWUA
UNKNOWN
UNKNOWN
Domain name
WS_SYSVAL_LIFECYCLESTATUS
FUTURE
FUTURE
UNKNOWN
UNKNOWN
INACTIVE
INACTIVE
ACTIVE
ACTIVE
REMOVED
REMOVED
ABANDONED
ABANDONED
Domain name
WS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
WS_SYSVAL_DIAM
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
54
54
Domain name
WS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
OTHER
OTHER
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
WS_SYSVAL_GROUNDTYPE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
WS_SPATIALSOURCE_STD
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
DATA DICTIONARY:
SEWER
SEWER CLEANOUT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER CONTROL VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
TYPE
TYPE
String
25
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
DIAMETER
DIAMETER
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SEWER_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
MATERIAL
MATERIAL TYPE
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE OF FITTING
String
20
SEWER_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
WW_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
WW_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
WW_SPATIALSOURCE
LID
LID TYPE
String
20
TYPE
TYPE
String
20
WW_MH_TYPE
COVER_MATERIAL
COVER_MATERIAL
String
25
WW_MH_COVER_MATERIAL
COVER_HOLE
COVER_HOLE
String
25
WW_MH_COVER_HOLE
COVER_SIZE
COVER_SIZE
String
20
WW_MH_COVER_SIZE
RIM_ELEV
RIM_ELEV
Double
8
INV_ELEV
INV_ELEV
Double
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
LINER
LINER
String
50
WW_MH_LINER
WALL_MATERIAL
WALL_MATERIAL
String
50
WW_MH_WALL_MATERIAL
SEWER_MISC
For any Miscellaneous features
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
SPATIALSOURCE
SPATIALSOURCE
String
20
MATERIAL
MATERIAL
String
20
TYPE
TYPE
String
30
BEND
BEND
String
20
NOTES
NOTES
String
255
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
DATAFILE
DATAFILE
String
20
GPS_COMMENT
GPS_COMMENT
String
30
SIZE_
SIZE_
String
20
Sewer Domains:
Domain name
WW_FEATUREOWNER
COC
COC
PRIVATE
PRIVATE
TOG
TOG
UNKNOWN
UNKNOWN
Domain name
WW_SPATIALSOURCE
GPS
GPS
ASBUILT
ASBUILT
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_HOLE
UNKNOWN
UNKNOWN
SEALED
SEALED
Domain name
WW_MH_LINER
CAST-IN-PLACE
CAST-IN-PLACE
CEMENTITIOUS
CEMENTITIOUS
COMPOSITE
COMPOSITE
CURED-IN-PLACE
CURED-IN-PLACE
EPOXY
EPOXY
FR PLASTIC INSERT
FR PLASTIC INSERT
FR POLYMER INSERT
FR POLYMER INSERT
INSERT
INSERT
UNKNOWN
UNKNOWN
Domain name
WW_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
PULLED
PULLED
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_MATERIAL
ALUMINUM
ALUMINUM
CASTIRON
CASTIRON
HDPE COMPOSITE - CAP HDPE COMPOSITE - CAP
HDPE COMPOSITE - EJ
HDPE COMPOSITE - EJ
HDPE COMPOSITE -
HD20
HDPE COMPOSITE - HD20
STEEL
STEEL
UNKNOWN
UNKNOWN
Domain name
WW_MH_COVER_SIZE
0
Unknown
4
4
6
6
8
8
22
22
24
24
26
26
28
28
30
30
32
32
38
38
48
48
60
60
Domain name
WW_MH_WALL_MATERIAL
NONE
NONE
COMPOSITE
COMPOSITE
UNKNOWN
UNKNOWN
CONCRETE
CONCRETE
POURED
POURED
TLOCK
TLOCK
PRECAST
PRECAST
BRICK
BRICK
Domain name
WW_MH_TYPE
0
UNKNOWN
1
SANITARY SEWER
2
ARV
DATA DICTIONARY:
RECLAIM
RECLAIM_FITTING
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
RWS_SPATIALSOURCE
MATERIAL
MATERIAL
String
20
RWS_MAIN_OR_SERVICE_MATERIAL
DIAMETER1
DIAMETER1
String
8
RWS_FITTING_DIAMETER
DIAMETER2
DIAMETER2
String
8
RWS_FITTING_DIAMETER
TYPE
TYPE
String
30
RWS_FITTING_TYPE
BEND
BEND
String
20
RWS_FITTING_BEND
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
RECLAIM_MISC_STRUCT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
TYPE
SUBTYPE
String
20
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
50
NOTES
Notes
String
150
RECLAIM_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
20
RWS_SPATIALSOURCE
ACCESSDIAMETER
ACCESSDIAMETER
String
8
RWS_GROUNDTYPE
GROUNDTYPE
GROUNDTYPE
String
20
COVERMATERIAL
COVERMATERIAL
String
10
COVERTYPE
COVERTYPE
String
8
GPSOID
GPSOID
Integer
4
GPS_DATE
GPS_DATE
Date
8
GPS_TIME
GPS_TIME
String
10
GPS_HEIGHT
GPS_HEIGHT
Double
8
HORZ_PREC
HORZ_PREC
Double
8
VERT_PREC
VERT_PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS_COMMENT
String
30
RECLAIM SYSTEM VALVE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATURE OWNER
String
20
RWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLE STATUS
String
20
RWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIAL SOURCE
String
20
RWS_SPATIALSOURCE
TYPE
TYPE
String
25
RWS_SYSVAL_TYPE
VALVETYPE
VALVE TYPE
String
10
RWS_SYSVAL_VALVETYPE
FUNCTION
FUNCTION
String
25
RWS_SYSVAL_FUNCTION
GROUNDTYPE
GROUNDTYPE
String
25
RWS_SYSVAL_GROUNDTYPE
GPSOID
GPS OBJECTID
Integer
4
GPS_DATE
GPS DATE
Date
8
GPS_TIME
GPS TIME
String
10
GPS_HEIGHT
GPS HEIGHT
Double
8
HORZ_PREC
HORZ PREC
Double
8
VERT_PREC
VERT PREC
Double
8
NORTHING
NORTHING
Double
8
EASTING
EASTING
Double
8
GPS_COMMENT
GPS COMMENT
String
30
WO_ZONE
WO ZONE
Double
8
DIAMETER
DIAMETER
Double
8
RWS_SYSVAL_DIAM
WO_CAT_CODE
WO_CAT_CODE
String
10
Reclaim Domains:
Domain name
RWS_SYSVAL_VALVETYPE
BALL
BALL
BUTTERFLY
BUTTERFLY
GATE
GATE
INSERTA
INSERTA
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_FUNCTION
ARV
ARV
INLINE
INLINE
PUMPOUT
PUMPOUT
PUMPSTATION
PUMPSTATION
SERVICE
SERVICE
STUBOUT
STUBOUT
UNKNOWN
UNKNOWN
VAULT
VAULT
Domain name
RWS_SYSVAL_TYPE
ARV
ARV
BLOWOFF
BLOWOFF
STANDARD
STANDARD
Domain name
RWS_FEATUREOWNER
COC
CHANDLER
COM
MESA
INTEL
INTEL
OCA
OCA
OMG
OMG
PRIVATE
PRIVATE
SRP
SRP
TOG
GILBERT
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_BEND
HORIZONTAL
HORIZONTAL
VERTICAL
VERTICAL
Domain name
RWS_MAIN_OR_SERVICE_MATERIAL
AC
AC
CC
CC
CI
CI
CU
COPPER
DI
DI
PVC
PVC
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_TYPE
11B
11B
22B
22B
45B
45B
90B
90B
COUPLING
COUPLING
CROSS
CROSS
ENDCAP
ENDCAP
LINESTOP
LINESTOP
MECHANICAL
JOINT
MECHANICAL JOINT
OTHER
OTHER
RECHARGE WELL
RECHARGE WELL
REDUCER
REDUCER
SADDLE
SADDLE
TAPPING SLEEVE
TAPPING SLEEVE
TEE
TEE
UNKNOWN
UNKNOWN
WYE
WYE
Domain name
RWS_SPATIALSOURCE
ASBUILT
ASBUILT
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
RWS_LIFECYCLESTATUS
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_DIAM
1.5
1.5
2
2
3
3
4
4
6
6
8
8
10
10
12
12
16
16
20
20
24
24
30
30
36
36
42
42
48
48
9999
UNKNOWN
Domain name
RWS_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
DIRT
DIRT
UNKNOWN
UNKNOWN
Domain name
RWS_SYSVAL_GROUNDTYPE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
LANDSCAPE
LANDSCAPE
UNKNOWN
UNKNOWN
Domain name
RWS_FITTING_DIAMETER
0.63
0.63
0.75
0.75
1
1
1.25
1.25
1.5
1.5
2
2
2.5
2.5
3
3
4
4
6
6
8
8
10
10
12
12
15
15
16
16
18
18
20
20
24
24
30
30
36
36
42
42
48
48
DATA DICTIONARY:
STORM
SWS_DRAIN_MANHOLE
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE
STRUCTURE_TYPE
STRUCTURE_TYPE
SmallInteger
2
SWS_STRUCTURE_TYPE
CHANDLER_NAME
CHANDLER_NAME_ON_LID
String
5
GIS_BOOLEAN_YES_NO
DIAMETER
DIAMETER
SmallInteger
2
SWS_SDMH_SIZE
VENT_HOLE
VENT_HOLE
String
30
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
String
25
SWS_SDMH_ACCESS_OPENING_TYPE
LID_TYPE
LID_TYPE
String
30
SWS_SDMH_TYPE
LID_TEXT
LID_TEXT
String
30
SWS_SDMH_LID_TEXT
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_BUBBLER_BOX
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE
GRATE_OPENINGS_NUM
GRATE_OPENINGS_NUM
SmallInteger
2
SWS_GRATE_OPENINGS
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
DRYWELL_ASSOC
DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
GPSX
GPSX
Double
8
GPSY
GPSY
Double
8
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
NOTES
NOTES
String
50
SWS_CATCHBASIN
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_LIFECYCLESTATUS
STRUCTURE_TYPE
STRUCTURE_TYPE
SmallInteger
2
SWS_STRUCTURE_TYPE
CATCHBASIN_TYPE
CATCHBASIN_TYPE
String
25
SWS_CB_TYPE
LOCATION
LOCATION
String
100
CITY_EMBLEM
CITY_EMBLEM
String
5
GIS_BOOLEAN_YES_NO
ACCESS_OPENING_TYPE
ACCESS_OPENING_TYPE
String
25
SWS_CB_ACCESS_OPENING_TYPE
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
LID
LID
String
5
GIS_BOOLEAN_YES_NO
LID_TYPE
LID_TYPE
String
25
SWS_CB_LID_TYPE
DRYWELL_CONN
DRYWELL_CONN
String
5
GIS_BOOLEAN_YES_NO
OUTLET_CONN
OUTLET_CONN
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_CONN
BUBBLERBOX_CONN
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_DRYWELL_ASSOC
BUBBLERBOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
String
5
GIS_BOOLEAN_YES_NO
GPSX
GPSX
Double
8
GPSY
GPSY
Double
8
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
NOTES
NOTES
String
50
SWS_DRYWELL_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
Shape
Shape
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
FIELD_LOC
FIELD_LOC
String
100
SWS_DW_LOCATION
INSTALLER
INSTALLER
String
30
SWS_DW_INSTALLER
CHAMBER_TYPE
CHAMBER_TYPE
String
30
SWS_DW_CHAMBER_TYPE
LID_SIZE
LID_SIZE
SmallInteger
2
SWS_DW_LID_SIZE
LID_TYPE
LID_TYPE
String
25
SWS_DW_LID_TYPE
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
CONCRETE_PAD
CONCRETE_PAD
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_INLET_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
Shape
Shape
Geometry
0
CATCHBASIN_TYPE
CATCHBASIN_TYPE
String
25
SWS_CB_TYPE
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
FIELD_LOC
FIELD_LOC
String
100
SWS_FIELD_LOC
GRATE_ASSOC
GRATE_ASSOC
String
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
SmallInteger
2
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
SmallInteger
2
TRASHRACK_ASSOC
TRASHRACK_ASSOC
String
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double
8
TRASH_WIDTH
TRASH_WIDTH
Double
8
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
HEADWALLASSOC
HEADWALLASSOC
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_OUTLET_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS
SPATIALSOURCE
SPATIALSOURCE
String
25
SWS_SPATIALSOURCE_1
GRATE_ASSOC
GRATE_ASSOC
String
25
GIS_BOOLEAN_YES_NO
GRATE_LENGTH
GRATE_LENGTH
Double
8
SWS_GRATE_LENGTH
GRATE_WIDTH
GRATE_WIDTH
Double
8
SWS_GRATE_WIDTH
INLET_PIPE_DIAM
INLET_PIPE_DIAM
SmallInteger
2
SWS_INLET_PIPE_DIAM
INLET_NUMBER
NUMBER_OF_INLETS
SmallInteger
2
TRASHRACK_ASSOC
TRASHRACK_ASSOC
String
5
GIS_BOOLEAN_YES_NO
TRASH_LENGTH
TRASH_LENGTH
Double
8
TRASH_WIDTH
TRASH_WIDTH
Double
8
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
HEADWALLASSOC
HEADWALLASSOC
String
5
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
SWS_SCUPPER_PNT
Field Name
Alias Name
Type
Length
Domain
OBJECTID
OBJECTID
OID
4
SHAPE
SHAPE
Geometry
0
FEATUREOWNER
FEATUREOWNER
String
25
SWS_FEATUREOWNER_1
LIFECYCLESTATUS
LIFECYCLESTATUS
String
25
SWS_LIFECYCLESTATUS_1
SPATIALSOURCE
SPATIALSOURCE
String
25
CITY_EMBLEM
CITY_EMBLEM
String
5
GIS_BOOLEAN_YES_NO
NUMBER_OPENINGS
NUMBER_OPENINGS
SmallInteger
2
WIDTH
WIDTH
Double
8
SPILLWAY_ASSOC
SPILLWAY_ASSOC
String
25
GIS_BOOLEAN_YES_NO
HEADWALL_ASSOC
HEADWALL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
NUISANCE_LINE_ASSOC
NUISANCE_LINE_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLERBOX_ASSOC
BUBBLERBOX_ASSOC
String
5
GIS_BOOLEAN_YES_NO
BUBBLER_BOX_DRYWELL_ASSOC
BUBBLER_BOX_DRYWELL_ASSOC
String
5
GIS_BOOLEAN_YES_NO
LAKE_DRAIN
LAKE_DRAIN
String
5
GIS_BOOLEAN_YES_NO
RIPRAP
RIPRAP
String
25
GIS_BOOLEAN_YES_NO
COMMENTS
COMMENTS
String
255
COLLECTED_DATE
COLLECTED_DATE
Date
8
Sewer Domains:
Domain name
SWS_DW_LOCATION
AIRPORT
AIRPORT
CITYRETENTION
CITY RETENTION
PARK
PARK
PARKING_LOT
PARKING LOT
PRIVATERETENTION
PRIVATE RETENTION
STREET
STREET
WELL_SITE
WELL SITE
Domain name
SWS_GRATE_LENGTH
12
12
24
24
28
28
30
30
36
36
38
38
40
40
50
50
60
60
76
76
Domain name
SWS_CB_LID_TYPE
STEEL
STEEL
CONCRETE
CONCRETE
Domain name
SWS_DW_CHAMBER_TYPE
DOUBLE
DOUBLE
SINGLE
SINGLE
TRIPLE
TRIPLE
Domain name
SWS_LIFECYCLESTATUS_1
ABANDONED
ABANDONED
ACTIVE
ACTIVE
INACTIVE
INACTIVE
REMOVED
REMOVED
Domain name
SWS_GRATE_OPENINGS
1
1
2
2
3
3
4
4
5
5
6
6
Domain name
SWS_SPATIALSOURCE_1
FIELD
FIELD
GPS
GPS
Domain name
SWS_SPATIALSOURCE
APPROVED_PLANS
APPROVED_PLANS
ASBUILT
ASBUILT
DESIGN
DESIGN
FIELD
FIELD
GPS
GPS
ORTHOPHOTO
ORTHOPHOTO
UNKNOWN
UNKNOWN
Domain name
SWS_SDMH_SIZE
22
22
24
24
26
26
28
28
30
30
32
32
38
38
Domain name
GIS_BOOLEAN_YES_NO
YES
YES
NO
NO
Domain name
SWS_DW_LID_SIZE
22
22
24
24
25
25
26
26
32
32
38
38
Domain name
SWS_STRUCTURE_TYPE
1
CATCH BASIN
2
SCUPPER
3
DRYWELL
4
MANHOLE
5
OUTLET
6
INLET
7
BUBBLERBOX
8
SPILLWAY
9
SEPARATOR
Domain name
SWS_CB_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_FEATUREOWNER_1
ADOT
ADOT
CITY_OF_CHANDLER
CITY_OF_CHANDLER
HOA
HOA
PRIVATE
PRIVATE
Domain name
SWS_LIFECYCLESTATUS
ACTIVE
ACTIVE
FUTURE
FUTURE
REMOVED
REMOVED
INACTIVE
INACTIVE
ABANDONED
ABANDONED
Domain name
SWS_FEATUREOWNER
ADOT
ADOT
CITY_OF_CHANDLER
CITY_OF_CHANDLER
HOA
HOA
OTHER
OTHER
Domain name
SWS_SDMH_LID_TEXT
CHANDLER_SANITATION_SEWER CHANDLER SANITATION SEWER
CHANDLER_STORM/SEWER
CHANDLER STORM/SEWER
NONE
NONE
OTHER
OTHER
STORM SEWER
STORM SEWER
Domain name
SWS_DW_INSTALLER
McGUCKINDRILLING
McGUCKIN DRILLING
OTHER
OTHER
TORRENTRESOURCES
TORRENT RESOURCES
WACODRILLING
WACO DRILLING
Domain name
SWS_GRATE_WIDTH
6
6
12
12
16
16
18
18
24
24
28
28
30
30
36
36
38
38
44
44
72
72
Domain name
SWS_SDMH_ACCESS_OPENING_TYPE
NONE
NONE
RECTANGULAR
RECTANGULAR
ROUND
ROUND
SQUARE
SQUARE
Domain name
SWS_FIELD_LOC
AIRPOR
AIRPORT
CTYRTN
CITYRETENTION
Domain name
SWS_CB_TYPE
NONE
NONE
PARK
PARK
PRKLOT
PARKING_LOT
PVRET
PRIVATERETENTION
STREET
STREET
TYPE_A
TYPE_A
TYPE_B
TYPE_B
TYPE_C
TYPE_C
TYPE_D
TYPE_D
TYPE_E
TYPE_E
TYPE_F
TYPE_F
TYPE_G
TYPE_G
TYPE_H
TYPE_H
TYPE_Q
TYPE_Q
WELLSI
WELL_SITE
Domain name
SWS_INLET_PIPE_DIAM
12
12
13
13
14
14
15
15
16
16
18
18
24
24
26
26
30
30
36
36
42
42
46
46
60
60
72
72
Domain name
SWS_SDMH_TYPE
PRESSURIZED
PRESSURIZED
NON-PRESSURIZED
NON-PRESSURIZED
Domain name
SWS_DW_LID_TYPE
STEEL
STEEL
GRANITE
GRANITE
CONCRETE_SEALED
CONCRETE_SEALED
GRATE
GRATE