3221025B-CON-B&F CONTRACTING-JOINT TEMPE MESA SEWER REHABILITATION 2025, GMP 1 (1).PDF
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CITY OF TEMPE, ARIZONA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
CONTRACT DOCUMENTS
FOR
JOINT TEMPE-MESA SEWER REHABILITATION-2025, GMP 1
PROJECT NO. 3221025B
B&F Contracting, Inc.
CONSTRUCTION MANAGER AT RISK
CONSTRUCTION SERVICES
APPROVED BY:
_________________________
Jodie Inman, P.E.
Deputy Public Works Director/
City Engineer
CITY COUNCIL MEMBERS
Mayor – Corey D. Woods
Vice Mayor – Doreen Garlid
Jennifer Adams
Berdetta Hodge
Nikki Amberg
Randy Keating
Arlene Chin
CITY MANAGER
Rosa Inchausti
2026
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TABLE OF CONTENTS
1.
TERMS AND DEFINITIONS ............................................................................................. 1
2.
SERVICES OF CMAR ........................................................................................................ 6
3.
TERM .................................................................................................................................... 6
4.
CMAR’S COMPENSATION .............................................................................................. 6
5.
CITY’S RESPONSIBILITIES ............................................................................................ 7
6.
GENERAL SCOPE OF SERVICES ................................................................................... 8
7.
CONTROL OF WORK ...................................................................................................... 13
8.
CONTROL OF MATERIALS .......................................................................................... 16
9.
ENVIRONMENTAL REQUIREMENTS ........................................................................ 16
10. SAFETY REQUIREMENTS ............................................................................................. 17
11. HEAT SAFETY STANDARDS FOR OUTDOOR WORKERS .................................... 22
12. COMMENCEMENT, PROSECUTION AND PROGRESS .......................................... 23
13. SUBCONTRACTOR AND SUPPLIER SELECTIONS ................................................. 25
14. WARRANTY ...................................................................................................................... 26
15. INSURANCE ....................................................................................................................... 26
16. BONDS ................................................................................................................................. 30
17. MEASUREMENTS AND PAYMENTS ........................................................................... 30
18. RECORD KEEPING AND FINANCE CONTROLS ..................................................... 31
19. MISCELLANEOUS REMOVAL AND RELOCATIONS ............................................. 32
20. APPROXIMATE QUANTITIES ...................................................................................... 32
21. MISCELLANEOUS WORK AND ALLOWANCES ...................................................... 32
22. SPECIAL TERMS AND CONDITIONS ......................................................................... 33
23. CORRECTION OF DEFECTIVE WORK ...................................................................... 36
24. WITHHOLDING PAYMENT ........................................................................................... 37
25. TERMINATION ................................................................................................................. 38
26. PROJECT DOCUMENTS AND COPYRIGHTS ........................................................... 38
27. CONFLICT OF INTEREST .............................................................................................. 38
28. COVENANT AGAINST CONTINGENT FEES ............................................................. 39
29. INDEMNIFICATION ........................................................................................................ 40
30. DISPUTE RESOLUTION ................................................................................................. 40
31. ADDITIONAL SERVICES ............................................................................................... 40
32. ALTERATION IN CHARACTER OF WORK ............................................................... 40
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33. SUCCESSORS AND ASSIGNS ........................................................................................ 41
34. COMPLETENESS AND ACCURACY OF CMAR’S WORK ...................................... 41
35. DISSEMINATION OF DATA ........................................................................................... 41
36. PROJECT STAFFING ....................................................................................................... 43
37. INDEPENDENT CONTRACTOR ................................................................................... 43
38. SUBCONTRACTORS ........................................................................................................ 43
39. LABOR ................................................................................................................................ 43
40. RECORDS/AUDIT ............................................................................................................. 43
41. NOTICES ............................................................................................................................ 44
42. COMPLIANCE WITH STATE AND FEDERAL LAWS .............................................. 44
43. CONTRACTOR’S LICENSE AND FEDERAL EMPLOYER I.D. NUMBER ........... 46
44. FORCE MAJEURE ............................................................................................................ 46
45. NON-WAIVER PROVISION ............................................................................................ 46
46. JURISDICTION ................................................................................................................. 47
47. ATTORNEYS’ FEES AND COSTS ................................................................................. 47
48. SURVIVAL .......................................................................................................................... 47
49. MODIFICATION ............................................................................................................... 47
50. SEVERABILITY ................................................................................................................ 47
51. INTEGRATION .................................................................................................................. 47
52. TIME IS OF THE ESSENCE ............................................................................................ 47
53. THIRD PARTY BENEFICIARY ...................................................................................... 48
54. COOPERATION AND FURTHER DOCUMENTATION ............................................ 48
55. EXHIBITS ........................................................................................................................... 48
56. CONFLICT IN LANGUAGE ............................................................................................ 48
57. HEADINGS ......................................................................................................................... 48
58. NON-APPROPRIATION .................................................................................................. 48
59. ASSIGNMENT OF CLAIMS ............................................................................................ 49
60. DISPUTES ........................................................................................................................... 49
61. SEXUAL HARASSMENT ................................................................................................. 49
62. AMENDMENTS ................................................................................................................. 49
63. CMAR RECORDS ............................................................................................................. 49
64. NO CONSTRUCTION AGAINST DRAFTING PARTY .............................................. 50
65. INTERPRETATION OF CONTRACT DOCUMENTS ................................................. 50
66. EXHIBITS ........................................................................................................................... 51
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SIGNATURE PAGE ................................................................................................................... 52
65.1. LIST OF SUBCONTRACTORS
65.2. STATUTORY PERFORMANCE BOND
65.3. STATUTORY PAYMENT BOND
65.4. CERTIFICATION BY THE CONTRACTOR AUTHORIZING
EMPLOYEES TO SIGN BINDING AGREEMENT
65.5. CONDITIONAL WAIVER CONTRACTOR’S PAYMENT AND
SETTLEMENT OF CLAIMS
65.6. AFFIDAVIT OF GENERAL CONTRACTOR/PRIME CONSULTANT
REGARDING HEALTH INSURANCE
65.7. CITY OF TEMPE GUIDELINES FOR IMPLEMENTATION OF HEALTH
INSURANCE
65.8. AFFIDAVIT DEMONSTRATING LAWFUL PRESENCE IN THE UNITED
STATES
65.9. COMPLIANCE WITH TEMPE CITY CODE ON
ANTIDISCRIMINATION
65.10. ACKNOWLEDGEMENT REGARDING LETTER IN GOOD STANDING
65.11. CITY ENGINEERING SECURE FACILITIES ACCESS GUIDELINES
EXHIBIT A GUARANTEED MAXIMUM PRICE
EXHIBIT B TECHNICAL SPECIFICATIONS
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CITY OF TEMPE, ARIZONA
PUBLIC WORKS DEPARTMENT
DIVISION OF ENGINEERING
CONTRACT FOR CONSTRUCTION MANAGER AT RISK
CONSTRUCTION MANAGEMENT
This Contract is made and entered into this 5th day of March 2026, by and between
the City of Tempe, an Arizona municipal corporation (“City” or “Owner”) and B&F Contracting,
Inc., an Arizona corporation (“Construction Manager at Risk”, “CMAR” or “Contractor”).
A.
WHEREAS, City desires to construct Joint Tempe-Mesa Sewer Rehabilitation-2025,
GMP 1, in Tempe, Arizona, Maricopa County, Arizona, more particularly described herein;
B.
WHEREAS, City and CMAR have reached an agreement, memorialized in this Contract,
whereby CMAR will perform construction services for said improvements for payment by the City
as set forth herein;
C.
WHEREAS, City engages CMAR to perform professional construction management
services and construct the Project known and described as Joint Tempe-Mesa Sewer
Rehabilitation-2025, GMP 1, Project No. 3221025B (“Project”).
NOW, THEREFORE, City and CMAR, in consideration of the mutual representations and
covenants set forth herein, and for other good and valuable consideration, do mutually agree as
follows:
1.
TERMS AND DEFINITIONS
For purposes of this Contract, the following definitions apply:
1.1.
“Addendum” means a document issued by City that modifies or supersedes
portions of the Contract as to additional specifications, forms, or other information.
1.2.
“Allowances” means costs for additional quantities and or additional Work that
City may require.
1.3.
“Alternate Systems Evaluations” means alternatives for design, means and
methods or other scope considerations that are evaluated by City using value
engineering principles for a potential reduction of construction costs of a quality
and functional Project per City requirements.
1.4.
“Amendment” means a written modification of the terms and conditions of this
Contract signed by the parties to the Contract.
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1.5.
“Business Day” means any calendar day except Saturdays, Sundays and holidays
observed by City.
1.6.
“Calendar Day” means every day shown on the calendar including Saturdays,
Sundays, and holidays.
1.7.
“Change Order” means a written agreement entered into after the execution of the
Contract signed by the City, CMAR, and other parties as may be required or
appropriate, which makes changes to the scope of services or Deliverables and sets
forth adjustment to the Contract amount and or adjustment to the CMAR time of
completion.
1.8.
“CMAR” (“Construction Manager at Risk” or “Contractor”) means the
person, firm, corporation, or other approved legal entity with whom City has
contracted with to provide design services or construction services.
1.9.
“Construction Fee” means CMAR’s total administrative costs, including home
office overhead if any, and profit, whether at CMAR’s principal or branch offices.
1.10. “Construction Manager Professional” means the person, firm, or corporation
having a separate contract with the City working as the Owner’s representative to
provide construction program management services for the Project.
1.11. “Contract” means this written document, including all addenda, amendments,
exhibits, attachments, and schedules attached thereto, signed by City and CMAR
covering the construction phase of the Project. The Contract collectively represents
the entire agreement between City and CMAR, and which supersedes any prior
negotiations, representations, or agreements, either written or oral.
1.12. “Cost Model” means a breakdown of the scope of the Project that is initially
developed by CMAR during the conceptual design phase and based on information
from the Project Team and CMAR’s records of similar Projects. The model will
evolve as the design progresses and be maintained by CMAR throughout the design
phase and will include any assumptions and clarifications made by CMAR. Cost
Model will support any cost estimates, Alternate Systems Evaluations and
eventually any GMP, when required by the Project Team. Cost Model is subject to
approval by City in its sole discretion.
1.13. “Cost of the Work” means the direct costs necessarily incurred by CMAR in the
proper performance of the Work. Cost of the Work may include direct labor costs,
subcontract costs, costs of materials and equipment incorporated in the completed
Work, costs of other materials and equipment, temporary facilities, building permit
fees, materials testing, and related items. Cost of the Work shall not include
CMAR’s Construction Fee, general conditions costs, taxes, bonds, or insurance
costs.
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1.14. “Data” means all information, whether written, electronic, or verbal, including
plans, photographs, studies, investigations, audits, analyses, samples, reports,
calculations, internal memos, meeting minutes, field notes, work product,
proposals, correspondence and any other similar documents or information
prepared by or obtained by CMAR in the performance of this Contract.
1.15. “Day(s)” means Calendar Day(s) unless otherwise expressly stated herein.
1.16. “Deliverables” means the work products prepared by CMAR in performing the
scope of Work described in the Contract.
1.17. “Design Professional” means the qualified and licensed design person, firm, or
corporation having a contract with City to furnish design services for this Project.
1.18. “Drawings” means documents which visually represent the scope, extent, and
character of the Work and which have been prepared or approved by Design
Professional and City. Drawings include such documents that have reached a
sufficient stage of completion and are released by the Engineer solely for the
purposes of review and/or use in performing constructability or biddability reviews
and in preparing cost estimates. (e.g., conceptual design Drawings, preliminary
design Drawings, detailed design Drawings at 30%, 60%, 90% or 100%, but
excluding Shop Drawings and those marked “NOT FOR CONSTRUCTION”).
1.19. “Effective Date of this Contract” means the date specified in this Contract on
which the Contract becomes effective, but if no such date is specified, the date on
which the last of the parties signs this Contract.
1.20. “Engineer” means City Engineer acting directly or through its duly authorized
representative.
1.21. “Final Acceptance” means a written final acceptance of the Work prepared by the
Engineer, after all Work has been completed in accordance with the Contract and
after inspection is completed by City.
1.22. “General Conditions Costs” means, other than expressly limited or excluded
herein, the costs of CMAR during the construction phase, including but not limited
to: payroll costs for the project manager or construction manager (but not both) for
work conducted at the site; payroll costs for the superintendent and full-time
general foremen; payroll costs for management personnel resident and working on
or off the site; workers not included as direct labor costs engaged in support
functions (e.g., loading, unloading, clean-up); 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 consultants not in the direct employ of CMAR or Subcontractors; and fees for
licenses.
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1.23. “Guaranteed Maximum Price (GMP)” means the sum of the maximum Cost of
the Work, the Construction Fee, General Conditions Costs, any Allowances, taxes,
bonds, and insurance.
1.24. “Guaranteed Maximum Price (GMP) Proposal” means the offer of a proposal
detailing the qualifications, assumptions, exclusions, value engineering, and any
and all other requirements set forth in the scope of work for the design phase.
1.25. “Laws and Regulations; Laws or Regulations” means any and all applicable
laws, rules, regulations, ordinances, codes and orders of any and all federal, state,
and local governmental bodies, agencies, authorities and courts having jurisdiction
over the subject Project, site and/or any Work for this Contract.
1.26. “MAG Specifications” means the Maricopa Association of Governments Uniform
Standard Specifications for Public Works Construction – latest edition, Maricopa
Association of Governments Uniform Standard Details for Public Works
Construction – latest edition, and City of Tempe Supplement to the MAG Uniform
Standard Details and Specifications for Public Works Construction – 2014 thereto.
The definitions set forth in MAG Specifications shall govern unless expressly
defined herein.
1.27. “Notice to Proceed” means written notification from City to CMAR establishing
the date on which performance of CMAR’s obligations under this Contract shall
begin. Notice to Proceed will be issued after CMAR’s receipt of the fully executed
contract and any applicable building permits are available.
1.28. “Progress Payment” means the form accepted by City and used by CMAR in
requesting progress payments or final payment for Work performed under this
Contract, which includes supporting documentation as required by the Contract or
City.
1.29. “Project” means the total design and construction of improvements or services
and/or Work to be performed by CMAR.
1.30. “Project Contingency” means a fund to cover non-general condition and other
cost growth during the Project used by the City or approved by the City for CMAR
use, at City’s sole discretion. The City will permit use of the Project Contingency,
as the need may arise, and such Project Contingency monies may be utilized and
are generally available for increased charges due to material costs and availability,
production capacity, unforeseen Project circumstances or site conditions, City
directed changes to the Work to be performed under the Contract including design
revisions or additional scope requests made by the City or the Design Professional,
or may be utilized to cover costs that have not been completely identified as trade
specific scope on the GMP setting documents such as scope gap, coordination
issues between trades, and missed scope during the bidding process, and may
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require further clarification or coordination. The amount of Project Contingency
will be set solely by City and will not be included in the GMP or GMP Proposal.
1.31. Project Manager” means Engineer or Construction Manager Professional.
1.32. “Project Team” means a construction services unit consisting of a Design
Professional, CMAR, Engineer, Construction Manager Professional and other
persons who are responsible for making decisions regarding the Project, as
approved by Engineer. Any other persons to be included in the Project Team shall
be identified in the preconstruction conference and are subject to approval by the
Engineer.
1.33. “Samples” means physical examples of materials, equipment, or workmanship
representative of a part of the construction phase establishing the standards by
which that portion of the construction phase Work will be evaluated.
1.34. “Shop Drawings” means all Drawings, diagrams, illustrations, schedules and other
Data or information specifically prepared or assembled by or for CMAR and
submitted by CMAR to illustrate some portion of the Work.
1.35. “Specifications” means the technical specifications for the construction phase of
this Project consisting of written technical descriptions of materials, equipment,
construction systems, standards and workmanship as applied to the Work and
administrative details applicable thereto.
1.36. “Subcontractor” means an individual, firm, entity, or corporation other than
CMAR’s employees, having a contract with CMAR to undertake to perform a part
or portion of the design phase services or construction phase Work at the site for
which CMAR is responsible. Subcontractors shall be selected through the
Subcontractor bid process described in Section 12 of this Contract.
1.37. “Substantial Completion” means when the construction services for the Work (or
a specified part thereof) has progressed to the point where, within the sole discretion
of the City and as evidenced by a letter of Substantial Completion, such
construction services are sufficiently complete in accordance with the Contract
Documents so that City can occupy and use the Project or a portion thereof for its
intended purposes.
1.38. “Supplier” means a manufacturer, fabricator, supplier, distributor, materialman, or
vendor having a direct contract with CMAR or with any Subcontractor to furnish
materials or equipment.
1.39. “Total Float” means number of Calendar Days by which the design phase services
or construction phase Work or any part of the same may be delayed without
necessarily extending a pertinent schedule milestone in the Project schedule, as
mutually agreed to by City and CMAR.
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1.40. “Work” means any or all of the improvements as required by the Contract, and the
construction, demolition, reconstruction, design, and/or repair of all or any portion
of such improvements, and all labor, services, incidental expenses, and material
necessary or incidental thereto.
2.
SERVICES OF CMAR
2.1.
CMAR shall perform in accordance with the degree of care, skill and judgment that
a professional construction manager in Arizona would exercise under similar
conditions. CMAR will, at all times, perform the required services consistent with
sound and generally accepted construction and construction management.
2.2.
CMAR has assigned Andrea Groak as its representative for this Contract. Prior
written approval by the City is required in the event CMAR requests a personnel
substitution. CMAR shall submit the qualifications of any proposed substituted
personnel to City for approval.
2.3.
CMAR shall provide construction administration services for this Project as
described in Exhibit “A”. Where applicable, the services being provided under this
Contract include the following:
2.3.1. CMAR shall furnish any and all plant, materials, labor, construction
equipment, services and transportation (all applicable taxes included)
required for performing all Work for the installation of the Project.
2.3.2. The full street or physical address of the construction work location is
US-60 and Mill Avenue, in Tempe, Arizona. CMAR Contractor shall list
each Work location in any and all contracts with each Subcontractor at any
level and each Subcontractor shall include each Work location in any and
all contracts with its Subcontractors at any level.
3.
TERM
CMAR shall complete all services per the terms of the Contract, free and clear from any
and all claims, liens and changes whatsoever, within 318 calendar days of the Notice to
Proceed date issued by the City. In the event delays are experienced beyond the control of
CMAR, the schedule may be revised as determined by City in its sole discretion.
4.
CMAR’S COMPENSATION
4.1.
Total compensation for the services performed shall be the sum of $4,943,673.81,
which is the Guaranteed Maximum Price (GMP), as established in the attached
Exhibit “A” attached hereto and incorporated herein by this reference.
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4.2.
City will pay CMAR installments based on approval of monthly progress reports
and detailed invoices submitted by CMAR. Such payments will be made pursuant
to A.R.S. § 34-609.
Payment requests shall be submitted by CMAR through the City’s PMWeb
Software System at https://tempe-az.pmweb.com/pmweb/ using a login provided
to CMAR by City and shall include all supporting documentation for work
performed during the payment period.
5.
CITY’S RESPONSIBILITIES
5.1.
City may designate a Construction Manager Professional for the term of this
Contract. When designated, the Construction Manager Professional has authority
to administer this Contract and will monitor compliance with all terms and
conditions stated herein. All requests for information from or a decision by City
on any aspect of the Work will be directed to the Construction Manager
Professional.
5.2.
City will review Deliverables by CMAR, provide prompt responses to questions,
and render decisions to minimize delay in the progress of CMAR Work. City will
keep CMAR advised concerning the progress of the City’s review of the Work.
CMAR agrees that City’s inspection, review, acceptance and/or approval of
CMAR’s Work shall not relieve CMAR’s responsibility for errors or omissions of
CMAR or any of its Subcontractors.
5.3.
Unless included in CMAR’s services as identified herein, City may furnish with or
without charge the following to the extent it is within City’s possession or control:
5.3.1. One copy of its maps, records, laboratory tests, survey ties and benchmarks,
or other Data in its possession pertinent to the services. However, CMAR
shall be solely responsible for researching the records, requesting specific
Drawings or information, and independently verifying all Data.
5.3.2. Available City Data on policies, regulations, standards, criteria and studies
relevant to the Project.
5.4.
City additionally may:
5.4.1. Contract separately with one or more Design Professionals to provide
architectural and/or engineering design services for the Project. The scope
of the services for the Design Professional will be provided to CMAR.
CMAR shall have no right to limit or restrict any changes of such services
that are otherwise mutually acceptable to City.
5.4.2. Supply all necessary copies of programs and reports reasonably required by
CMAR.
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5.4.3. Provide CMAR with adequate information regarding the City’s
requirements for the Project.
5.4.4. Give prompt written notice to CMAR in the event City becomes aware of
any default or defect in the Project or nonconformance with the Drawings
and/or Specifications. Such notices of nonconformance shall be provided
to CMAR through the City’s PMWeb Software System.
5.4.5. Notify CMAR of changes concerning or affecting budget allocations.
5.4.6. Authorize the Project Manager to approve the Project budget and Project
schedule, render decisions and furnish information to CMAR.
6.
GENERAL SCOPE OF SERVICES
6.1.
CMAR Requirements and Conditions.
6.1.1. Licenses, Taxes and Permits. Prior to the execution of this contract, the
Contractor must carry the appropriate State of Arizona Contractor License.
In addition, all Subcontractors must carry the appropriate State of Arizona
Contractor’s license for the proposed Work.
Prior to execution of this Contract, CMAR must ensure all applicable taxes
due by Contractor are paid in full. At all times, the determination of
applicable taxes and rates, and remitting taxes owed, shall be the sole
responsibility of Contractor.
It is the sole responsibility of the Contractor and any subcontractors to
obtain a Letter of Good Standing from the Arizona Department of
Revenue
prior
to
Contract
award.
Go
to
https://azdor.gov/forms/collections-forms/tax-clearance-application
and obtain directions regarding how to submit for the Letter of Good
Standing. The Letter of Good Standing must have been issued within
the last 90 Calendar Days from the award date of the contract. Submit
a
copy
of
the
Letter
of
Good
Standing
to
contractor_support@tempe.gov In addition, Contractor must
complete (Exhibit 65.10) prior to award.
In the event a “denial” letter is received from the Arizona Department of
Revenue, should any taxes owed by the Contractor not be remitted in full
prior to award along with the receipt of a Letter of Good Standing from the
Contractor, the award of the contract will not move forward.
CMAR, at its sole cost, shall obtain all required governmental permits and
approvals for all work and services performed hereunder unless otherwise
specified.
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Licenses and Permits. All Subcontractors must carry the appropriate State
of Arizona Contractor’s license for the proposed Work. Prior to execution
of this Contract, CMAR must possess a valid State transaction privilege
license and shall provide the permit number of such for validation and must
carry the appropriate State of Arizona Contractor License.
6.2.
Uniform Standard Specifications
6.2.1. Unless otherwise specified herein, all Work performed under this Contract
shall be accomplished in accordance with the MAG Specifications as
defined in Section 1.26.
6.2.2. In the case of a discrepancy or conflict, the order in which the Contract
sections govern is as follows from the highest to lowest: special terms and
conditions, technical specifications, plans, general terms and conditions,
City of Tempe Supplement, MAG Specifications, and MAG Details.
6.2.3. All bids shall be made in accordance with the General Conditions of the
MAG Specifications.
6.3.
Examination of Premises.
6.3.1. CMAR shall visit the site of the Project and shall fully acquaint itself with
the conditions as they exist, so that it may fully understand the facility,
difficulties and restrictions attending the execution of the Work.
6.3.2. Subcontractor bidders shall also thoroughly examine and be familiar with
the Specifications and other Contract requirements. The failure of CMAR
to obtain, receive or examine any addenda to the proposed Contract, or to
visit the site and acquaint itself with the conditions there existing, shall not
relieve it from any obligation with respect to its proposal.
6.3.3. By submitting a proposal, CMAR agrees that it has examined the site,
Specifications and the Contract and accepts, without recourse, all site
conditions and the proposed Contract, except for conditions that could not
have been reasonably foreseen or discovered upon examination of the site,
specifications and the Contract.
6.4.
Project Meetings. CMAR shall attend Project Team meetings and all other
meetings as directed by City.
6.5.
CMAR shall perform any and all services described herein, in a proactive manner
and consistent with the intent of the most current Drawings and Specifications.
CMAR will promptly notify City in writing in the event that CMAR determines
that any Drawings or Specifications are inappropriate for the Project and/or cause
changes in the scope of Work.
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6.6.
Description of Work. CMAR shall provide services for this Project as described in
Section 7 through Section 13 herein.
6.7.
Traffic Control.
6.7.1. All traffic shall be regulated in accordance with MAG Standard
Specifications and MAG Standard Details; the City of Phoenix Barricade
Manual, latest edition, with City of Tempe revisions, available through the
City of Tempe Transportation Division (Transportation) at 480-350-8219;
the Manual on Uniform Traffic Control Devices (MUTCD); and any special
provisions included herein.
6.7.2. At the time of the pre-construction conference, CMAR shall designate an
American Traffic Safety Services Association (ATSSA) certified individual
who is well qualified and experienced in construction traffic control and
safety, to be responsible for implementing, monitoring, and altering traffic
control measures as necessary to insure that traffic is carried through the
work area in an effective manner and that motorists, pedestrians, bicyclists,
and workers are protected from hazard and accidents. At the same time,
City shall designate a representative who will be responsible to see that all
traffic control and traffic control alterations are implemented per these
traffic control specifications.
6.7.3. CMAR shall have the full responsibility and liability for traffic control for
this Project. CMAR shall submit a Traffic Control Plan to the
Transportation Division for approval one week prior to beginning Work
under this Contract. It shall be noted that traffic under this Contract shall
include all motor vehicles, bicyclists, and pedestrians.
6.7.4. During construction it may be necessary to alter traffic control as approved
by the Transportation Division. Alterations to traffic control shall be in
accordance with the latest edition of Part VI of the Manual on Uniform
Traffic Control Devices: “Traffic Control for Streets and Highway
Construction and Maintenance Operations”; the latest edition of the ADOT
Traffic Control Manual; or the City of Phoenix Barricade Manual, latest
edition, with City of Tempe revisions. The most restrictive manual shall
apply.
6.7.5. No measurement or payment will be made for traffic control unless
otherwise expressly set forth herein. The cost thereof shall be included in
the GMP Proposal for the construction or installation of the items to which
such traffic control is incidental or appurtenant.
6.7.6. In the event CMAR damages any traffic signal equipment, traffic signal
conduit, and/or circuits, it shall have them repaired immediately at its
expense by an electrical contractor that has had traffic signal experience
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which is pre-approved by the City. Any damage repaired by the City will
be billed to CMAR at twice the City’s cost.
6.7.7. CMAR shall notify all adjacent or affected residents or businesses at least
forty-eight (48) hours in advance of any street, alley, sidewalk, and
driveway closures and make suitable arrangements to have all vehicles
moved to a satisfactory location outside the closed area.
6.7.8. Pedestrian access shall be maintained along the length of the Project at all
times per the requirements of the Americans with Disabilities Act, and as
approved by the City Transportation Division.
6.7.9. Speed limits shall be strictly enforced.
6.7.10. For more information, please contact the City Transportation Division at
480-350-8219.
6.8.
Dust Prevention. Contractor shall take all necessary steps to ensure dust-free
conditions on property within the City to the satisfaction of the City Engineer, and
fully comply with A.R.S. §49-474.06 and Maricopa County Air Pollution Control
Rules and Regulations Rule 200 §305-306, concerning dust-generating operations
as defined by Maricopa County Rule 310. In any operation where more than one-
tenth of an acre of surface area is disturbed and/or when unpaved onsite haul roads
are used, Contractor shall obtain a Maricopa County dust control permit.
Contractor shall provide assurance that subcontractors used on the dust generating
portion of the Project are registered with the Maricopa County Air Quality
Department and that only certified PM-10 efficient street sweepers shall be used to
sweep City streets as required by Tempe City Code Sec. 26A-25. Contractor shall
provide its subcontractor(s)’ registration number and dust control plan, if
applicable, to the City Engineer prior to engaging in any dust-generating activities.
Project related hauling activities to and/or from storage located on property owned
by City shall be listed on the approved dust control permit and be subject to control
measures in the approved dust control plan. When hauling fill or excavation
materials exceeding 5,000 cubic yards or when the duration of the haul is more than
fourteen Calendar Days, Contractor shall obtain a City haul permit before the
hauling operation begins. Prior to receiving a haul permit, Contractor must submit
the required certificate of insurance, a plan showing the proposed haul routes and a
complete schedule of the hauling operation to the City Engineer.
All costs associated with the submittal, approval and implementation of the permit
and dust control plan as approved by Maricopa County Air Quality Department
shall be borne solely by the Contractor. Failure to fully comply with this provision
shall be considered a material breach of the Contract, and subject the Contract to
termination by the City, in addition to other legal remedies.
6.9.
Clean-Up. Contractor agrees and covenants to adequately protect the work site,
adjacent property, and the public in all phases of the work and/or services provided
herein. Contractor shall be solely responsible for all damages or injuries due to
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action or neglect pursuant to this section. Contractor shall maintain access to all
phases of the project pending inspection by City. Contractor hereby agrees to the
following as to the job site: The project limits shall be cleaned of all trash, debris,
construction materials and equipment at the completion of each workday. No
equipment, vehicles or materials shall be stored on site during non-working hours,
holidays or non-working days unless otherwise approved by the City Engineer or
designee. No payment shall be made for this work; the cost being considered
included in other items of work. All new construction shall be completed withing
the right-of-way or temporary construction easement areas shown on the project
plans. Contractor agrees to continually keep the job site free from debris, waste,
and accumulation of materials; immediately clean up any oil, fuel, or chemical
spills and take any and all remediation necessary; keep machinery clean and free of
weeds and debris; remove all construction stains, smears, and debris from finished
surfaces; perform site preparation to limit the spread of weeds, debris, and other
nuisances prior to submission of final invoice to City; and remove all equipment,
materials, tools, and Contractor’s personal property prior to submission of final
invoice to City.
In accordance with MAG Specifications Section 105, Contractor shall respond
within 24 hours after notice by City of any defects and/or maintenance requests to
immediately remedy the condition of the job site. Should Contractor fail to respond
promptly as set forth herein, City shall correct the job site at the expense of
Contractor and recover all attendant costs.
6.10. Alteration of Work.
6.10.1. In the event that significant changes in the scope of the Work, and/or
changes in the quantities due to contingencies of construction become
necessary, such changes shall be made in accordance with Section 104.2 of
General Conditions in the MAG Specifications.
6.10.2. The costs associated with any extra Work as authorized by the contracting
agency must be approved prior to the start of Work. Extra Work performed
on an actual cost basis shall be submitted for approval within 21 Calendar
Days after the completion of such Work. The final costs for additional
Work shall also include any and all charges associated with extended
general conditions or Contract acceleration.
6.11. Subsidiary Work. All Work called for in the Plans and Specifications shall be
performed by CMAR and unless a specific bid item is provided for the Work, then
such portion of the Work will be considered subsidiary to other Work for which
payment is provided.
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7.
CONTROL OF WORK
7.1.
Interpretations of Drawing and Documents. If any Subcontractor submitting a bid
for the proposed Work or any part thereof is in doubt as to the true meaning of part
of the Contract, or finds discrepancies in or omissions from the Contract, such
Subcontractor may submit to the Engineer a written request for an interpretation or
correction thereof. Subcontractor submitting the request will be responsible for its
prompt delivery. Any interpretations or corrections of the proposed documents will
be made by Addendum duly issued, and a copy of each addendum will be mailed
or delivered to CMAR who shall distribute the addendum to the appropriate
Subcontractor(s). City will not be responsible for any other explanation or
interpretations of the documents.
7.2.
CMAR’s Representative. CMAR shall at all times be present at the Work in person
or represented by a foreman or other properly designated agent. Instructions and
information given to CMAR’s foreman or agent on the Work shall be considered
as having been given to CMAR.
7.3.
Relocation of Utilities. All utilities in conflict with the new Work will be relocated
by the utility company except as otherwise provided in the Plans and Specifications.
7.4.
Supervision by CMAR. CMAR will supervise and direct the Work. It will be
solely responsible for the means, methods, techniques, sequences and procedures
of construction. CMAR will employ and maintain on the Work a qualified
supervisor or superintendent who shall have been designated in writing by CMAR
as CMAR’s representative at the site. The supervisor shall have full authority to
act on behalf of CMAR and all communications given to the supervisor shall be as
binding as if given to CMAR. The supervisor shall be present on the site at all
times as required to perform adequate supervision and coordination of the Work.
7.5.
Construction Staking. Construction staking shall be provided by CMAR. Repair
or replacement of construction stakes that have been knocked out due to CMAR’s
Work or lack of Work, weather conditions, traffic or vandalism will be performed
at CMAR’s sole expense.
7.6.
Survey Control Points. Existing survey monuments shall be protected by CMAR
or removed and replaced under the direct supervision of the Engineer. Prior to
construction, it is the responsibility of CMAR to notify the Engineer of any survey
monuments which need to be referenced off of the monument. Any monuments
which are lost and have not been referenced off due to CMAR’s negligence and/or
lack of notification to the Engineer shall be replaced at CMAR’s expense. Lot
corners shall not be disturbed without knowledge and consent of the property owner
and only after such corner has been properly referenced for replacement.
7.7.
Authority of the Construction Manager Professional. Construction Manager
Professional shall act as the Engineer’s designated representative during the
construction period. Construction Manager Professional shall advise on questions
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concerning coordination with the City, public safety, and quality and acceptability
of materials and Work performed. Construction Manager Professional or
Construction Manager Professional’s assigned inspector shall interpret the intent of
the Contract in an unbiased manner.
Construction Manager Professional or Construction Manager Professional’s
assigned inspector shall be present on the site at times during construction to
monitor the Work and to maintain records for Contract management. Construction
Manager Professional shall promptly make decisions relative to the interpretation
of the Contract so as to minimize delays in construction. Construction Manager
Professional will not be responsible for directing construction, control, techniques,
sequence, or procedures, or for directing job safety.
7.8.
Shop Drawings, Schedules & Samples.
7.8.1. In time for each to serve its proper purpose and function, CMAR shall
submit to Engineer such schedules, reports, drawings, lists, literature
samples, instruction, directions, and guarantees as are specified or
reasonably required for construction, operation, and maintenance of the
facilities to be built and/or furnished under this Contract.
7.8.2. Shop drawings and Data shall be submitted to the Engineer in such number
of copies as will allow Engineer to retain four (4) copies of each submittal.
The submittal shall clearly indicate the specific area of the Contract for
which the submittal is made. The additional copies received will be
returned to CMAR’s representative at the job site. Engineer’s notations of
the action taken will be noted on one (1) of these returned copies.
7.8.3. The above drawings, lists, prints, samples, and other Data shall become a
part of the Contract and a copy of the same shall be kept with the jobsite
Contract, and the fabrications furnished shall be in conformance with the
same. However, Engineer’s review of the above drawings, lists, prints,
specifications, samples, or other Data shall not release CMAR from its
responsibility for the proper fulfillment of the requirements of this Contract
nor for fulfilling the purpose of the installation nor from its liability to
replace the same, should it prove defective or fail to meet the specified
requirements.
7.9.
As-Built Plans. CMAR shall provide and maintain accurate field Data on a redlined
set of Project plans, which are to be kept current and submitted as complete at the
conclusion of the construction. All redlined plans shall be subject to acceptance
and approval by City. Upon City’s approval, these redlined plans will be used as
documentation for progress payments, and upon Project completion, for the
preparation of as-built file plans by Design Professional. CMAR shall have a
Design Professional certify the as-built plans prior to submission to City. Final
payment will not be issued to CMAR until all record plans and as-builts are
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submitted by CMAR and certified to be complete and accurate by Design
Professional of record.
7.10. Underground Utilities. Underground utilities indicated on the plans are in
accordance with maps furnished by City and by each utility company. The
locations are only approximate and require verification prior to construction as
mandated by City requirements for underground street crossings and potholing.
7.11. Inspection. CMAR is responsible for complying with the Specifications and is
hereby forewarned that final approval of any Work will not be given until the entire
Project is completed and accepted. Prior to “final inspection” on any City facilities
requiring a building permit, CMAR must call for final inspections from the
Development Services and Public Works Departments of City. The final inspection
must be completed prior to final acceptance and payment by Engineer.
7.12. Substantial Completion. Upon Substantial Completion of the Work or, if
applicable, any portion of the Work, City shall release to CMAR all retained
amounts relating, as applicable, to the Work or completed portion of the Work, less
an amount up to two and one half times (2.5) the reasonable value of all remaining
or incomplete items of Work as noted in a certificate of Substantial Completion.
7.13. Beneficial Occupancy. “Beneficial occupancy” is use of a facility or Project, in
whole or in part, by the owner for its intended purpose. This may occur even though
some Work of the Contract remains undone. Prior to such use or occupancy, City
will provide notice to the CMAR and complete a partial acceptance inspection.
7.14. Completion of the Work. Completion of the Work is full completion of all
construction associated with this Contract, including, but not limited to punch list
items, close out documentation, operation and maintenance manuals, warranties,
and record plans as certified by Design Professional.
7.15. Final Acceptance and Guarantee. “Final Acceptance” shall mean a written final
acceptance of the Work as defined in Section 1.23.
7.16. Warranty. CMAR acknowledges and agrees that CMAR’s Warranty as set forth in
Section 13 shall begin at the time of beneficial occupancy by City of any portion of
the Project, and shall continue for a period of one (1) year upon the Final
Acceptance of the entire Work as expressly stated in Section 13 of the Contract.
This provision shall in no way be construed to limit or restrict the Warranty period
expressly stated in the Contract.
7.17. Emergencies. In any emergency affecting the safety of persons and/or property,
CMAR shall act, at its discretion, to prevent threatened damage, injury or loss.
MAG Specification 107.5 applies to this provision.
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8.
CONTROL OF MATERIALS
8.1.
Excess Materials. Excess or unsuitable material, broken asphaltic concrete and
broken portland concrete shall be disposed of by CMAR. CMAR shall, prior to
commencement of the Work, submit a letter to the Engineer stating the location of
disposal site(s) for all excess material and certifying that it has obtained the property
owner’s permission for the disposal of all surplus material.
8.2.
Quality Control.
8.2.1. All material shall be new and of the specified quality and equal to the
accepted samples, if samples have been submitted. All Work shall be done
and completed in a thorough, workmanlike manner, notwithstanding any
omission from this Contract; and it shall be the duty of CMAR to call the
Engineer’s attention to apparent errors or omissions and request instruction
before proceeding with the Work.
8.2.2. Engineer may, through appropriate instruction, correct errors and supply
omissions, which instructions shall be as binding upon CMAR as though
contained in the original Contract.
8.2.3. At the option of Engineer, materials to be supplied under this Contract will
be tested and/or inspected either at its place of origin or at the site of the
Work. CMAR shall give Engineer written notification well in advance of
actual readiness of materials to be tested and/or inspected at point of origin.
Satisfactory tests and inspections at the point of origin shall not be construed
as a final acceptance of the material nor shall it preclude retesting or
reinspection at the site of the Work.
9.
ENVIRONMENTAL REQUIREMENTS
9.1.
CMAR shall comply with all federal, state, and municipal regulations, laws, and
policies relating to air, ground water quality, and water conservation. In addition,
the following requirements are applicable for City construction projects.
9.1.1. Non-pick up sweepers will not be allowed except as required to make joints
during chip sealing operations.
9.1.2. Water flooding of trenches with potable water will not be permitted.
9.1.3. All paints applied by sprayers shall be of a water-based type.
9.1.4. Provisions shall be made to prevent the discharge of construction silt, mud,
and debris into City storm drains or streets.
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9.1.5. Spills of oil, gas, chemical, or any other hazardous materials must be
reported and removed by approved procedures. Mitigation measures shall
be taken to prevent contamination of construction storage sites.
9.1.6. Concrete waste must be disposed of in an approved location and at least
twenty-five (25) feet from established landscaping.
9.1.7. City refuse roll-off containers shall be used on City projects unless
otherwise directed by the City of Tempe Solid Waste Supervisor. If you
should have any questions concerning any of the requirements or charges,
please contact the Solid Waste Supervisor, at 480-350-8268.
9.1.8. Hazardous waste shall not be discharged into the City’s sanitary sewers or
storm drainage system. All waste products shall be disposed of in
accordance with applicable regulations.
9.1.9. The discovery of archeological ruins or artifacts must be reported
immediately, and excavation shall not resume in the identified area until
approved by the Engineer.
9.1.10. All materials supplied by CMAR shall be one hundred percent (100%)
asbestos free unless otherwise approved by the City.
9.2.
No additional payment will be made for compliance with the above items.
9.3.
In addition to the above, the use of new products made with reclaimed material and
meeting Project Specifications is encouraged.
10.
SAFETY REQUIREMENTS
CMAR shall comply with all applicable federal, state, and local health and safety laws,
regulations, ordinances, and requirements. In addition, the following requirements are
applicable for City construction projects.
10.1. Pre-Contract Requirements.
10.1.1. CMAR shall submit current loss history information from all its insurance
carriers before this Contract is executed. The information specific to
workers’ compensation insurance carriers must include a three (3) year
history of both its Experience Modification Factor (EMOD) and its loss
ratio.
10.1.2. CMAR shall provide upon request a copy of its written health and safety
program and any required employee training records or certificates.
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10.1.3. CMAR shall provide certificates of insurance and meet indemnification
criteria.
10.2. Contract Requirements. CMAR will be required to attend a City safety briefing.
The safety briefing session shall address the following issues:
10.2.1. City Safety Rules and Expectations.
10.2.2. Contractor Tailgates. CMAR shall conduct tailgate safety meetings
regularly to ensure that safety on the job is given priority.
10.2.3. Accident/Injury/Illness Procedures. Engineer and the Risk Management
Division shall be contacted any time an accident, injury or illness occurs on
the Project.
10.2.4. Unsafe Acts. CMAR employees shall be empowered to stop an unsafe act
or condition at City facilities.
10.2.5. Safety Audits. City reserves the right to conduct safety audits at the job site
at any time. In addition, City shall be notified should an OSHA inspection
occur at a City job site.
10.2.6. Job and Site Specific Requirements. Site specific requirements such as
lockout/tagout rules and evacuation plans shall be covered during the safety
briefing as indicated by the Project exposures.
10.2.7. CMAR may have the following additional safety requirements based on the
exposures of the Project:
a. CMAR shall implement a permit-required confined space program as
required under federal and state statutes and/or regulations, and
amendments thereto, for all Work that encompasses a space that (1) is
large enough and so configured that an employee can bodily enter and
perform assigned Work; (2) has limited or restricted means for entry or
exit (for example, tanks, vessels, silos, storage bins, hoppers, vaults,
and pits are spaces that may have limited means of entry); and (3) is
not designed for continuous employee occupancy.
b. As a part of CMAR implementing a confined space program, it is the
responsibility of CMAR to provide trained attendant(s) and all
intrinsically safe confined space entry related equipment (for example,
ladders, gas detectors, safety harnesses, safety tripods, and electrical
devices) as needed for safe entry of a confined space.
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c. When any City employee is required to enter a confined space during
the construction phase of a Project, such as for the purpose of
inspection, it is the responsibility of CMAR to provide a trained
attendant and all necessary equipment required for safe entry of City
employee.
d. Safety will be a part of the agenda for the weekly construction
meetings. Items of discussion will be outstanding safety and health
issues, current safety meeting topics, environmental issues and any
accidents or injuries on the job. City reserves the right to request the
agendas, minutes of the meetings, and documentation of any safety
tailgate meetings held on the job site.
10.3. Temporary Barricades.
10.3.1. Temporary barricades shall be regulated in accordance with the City of
Phoenix Traffic Control and Barricade Manual, latest edition, with City of
Tempe revisions available through the City of Tempe Transportation
Division at 480-350-8219.
10.3.2. No additional payment will be made for temporary barricades. Temporary
barricades will be considered subsidiary items to those items for which
payment is made.
10.4. Protection of Finished or Partially Finished Work.
10.4.1. CMAR shall properly guard and protect all finished or partially finished
Work and shall be responsible for the same until that phase is completed
and accepted by the Engineer.
10.4.2. Estimate or partial payment of Work so completed shall not release CMAR
from such responsibility, but he shall turn over the entire Work in full
accordance with these Specifications before final payment can be made.
10.5. Arizona 811. CMAR is required to notify Arizona 811 at 602-263-1100 prior to
the excavation of any material in accordance with A.R.S. §§ 40-360.22-24, as
amended from time to time. CMAR shall directly contact City for the marking of
electrical underground apparatus for traffic signals, sprinkler, and irrigation
facilities.
10.6. Salt River Project Construction Clearance Agreement. Salt River Project requires
all contractors who will be working on its facilities to sign a standard form
“Construction Clearance Agreement” prior to issuance of a license. This agreement
sets forth the requirements to complete the proposed Work in an allotted time frame
or to pay full costs for others to complete. It also obligates the contractor to comply
with all applicable federal, state, and local laws, rules, regulations, and ordinances
20
including, but not limited to, the OSHA Permit Required Confined Space rules, as
amended. CMAR is responsible for executing a “Construction Clearance
Agreement” with Salt River Project, if required, and furnishing a copy to City prior
to proceeding with any construction on Salt River Project facilities.
10.7. Notification of Property Owners. All property owners that may be affected by the
proposed construction activities shall be notified of scope and duration of the
construction activities by CMAR prior to start of construction. CMAR shall submit
all notifications to City Engineer for approval prior to distributing such
notifications to property owners.
10.8. Access. Access shall be maintained to adjacent businesses at all times during
construction. Where property has more than one point of access, no more than one
access shall be restricted or closed at any one time. If only one driveway exists,
then access shall be maintained to at least one-half of the driveway at a time.
Access to adjacent private driveways shall be maintained during all non-working
hours.
10.9. Protection of Existing Facilities. CMAR is to protect all existing facilities during
construction. Utility poles that may be affected by the construction activities shall
be protected and/or braced by CMAR. CMAR shall notify the appropriate utility
company or agency of any construction that may affect its facilities and state the
course of action which will be taken to protect same.
10.10. Storm Water Pollution Prevention Plan and AZPDES Permit.
This Project is subject to Arizona Pollutant Discharge Elimination System
(AZPDES) General Permit requirements for discharge from construction activities
to waters of the United States. Under provisions of that permit, CMAR shall be
designated as permittee, and shall be responsible for providing necessary material
and taking appropriate measures to assure that all discharges authorized by the
General Permit shall be consistent with the terms and conditions of the General
Permit. The AZPDES Construction General Permit requirements for construction
and Storm Water Pollution Prevention Plan can be viewed at the City of Tempe
Engineering Division or downloaded from https://azdeq.gov/node/524
10.10.1. CMAR shall complete and submit the following:
a. Notice of Intent (NOI) for Coverage under AZPDES Permit No.
AZG2003-001 for Construction Activity Discharges to Waters of
the United States, including certification of the signature.
b. Storm Water Pollution Prevention Plan (SWPPP) for the Project.
c. Notice of Termination (NOT) of coverage under the AZPDES
Construction General Permit.
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10.10.2. All Subcontractors shall comply with all requirements of the AZPDES
Construction General Permit and the Project SWPPP. The SWPPP shall
be kept on the Project site at all times and shall be retained by the
permittee for three (3) years following Project completion.
10.10.3. CMAR shall submit completed and signed NOI forms PRIOR TO THE
PROJECT PRECONSTRUCTION CONFERENCE to the following
address: Stormwater Program – Water Permits Section/NOI, Arizona
Department of Environmental Quality, 1110 West Washington, Phoenix
5415B-3, Arizona 85007. Copies shall be transmitted to the Engineer at
the time of the preconstruction meeting. CMAR shall prepare a final
SWPPP and submit it at the preconstruction meeting for discussion and
approval.
10.10.4. Failure by CMAR (or any of its appropriate Subcontractors) to submit the
NOI forms within this time frame (or to promptly make revisions to those
forms as requested by the City) which prevents submittal of the forms to
the Arizona Department of Environmental Quality within the mandated
deadline of forty-eight (48) hours prior to start of construction will result
in delay of the start of construction. CMAR will not be entitled to any
claim for additional compensation for additional costs resulting from such
a delay in the construction start date. The NOI shall be posted on the
construction site along with the SWPPP.
10.10.5. It is CMAR’s responsibility to perform inspections of all storm water
pollution prevention control devices on the Project on a monthly basis and
following each significant rainfall (0.50 inches or more). CMAR is
responsible for maintaining those devices in proper working order,
including cleaning and/ or repair.
10.10.6. All SWPPP reports required under this Contract shall be available to the
public in accordance with the requirements of the AZPDES Construction
General Permit No. AZG2003-001. CMAR, as the permittee of
construction activities with storm water discharges covered by the
AZPDES Construction General Permit, shall make plans available to the
public upon request through the Arizona Department of Environmental
Quality.
10.10.7. No condition of the AZPDES Construction General Permit as well as the
SWPPP shall release CMAR from any responsibilities or requirements
under other environmental statutes or regulations.
10.10.8. Upon total Project completion, acceptance, and de-mobilization, CMAR
shall submit its completed, signed Notice of Termination (NOT) form to
Stormwater Program – Water Permits Section/NOT, Arizona Department
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of Environmental Quality, 1110 West Washington 5415B-3, Phoenix,
Arizona 85007 with a copy to the City’s construction Project manager
thereby terminating all AZPDES Construction General Permit coverage
for the Project.
10.10.9. The unit prices for the proposal items shall include all material, labor, and
other incidental costs relating to the preparation and submittal of all
AZPDES Construction General Permit related forms to Arizona
Department of Environmental Quality; preparation, revision, and
maintenance of the SWPPP; and provision, installation, operation, and
maintenance of all pollution control devices. The cost of the activities
and items within this provision as provided by CMAR is considered
incidental to other items and no extra payment will be made for these
incidental costs. Such incidental costs shall include CMAR costs in order
to assure proper operation of the pollution control devices installed,
including all maintenance, cleaning, and disposal costs associated with
clean-up and repair following storm events or other runoff or releases on
the Project.
11.
HEAT SAFETY STANDARDS FOR OUTDOOR WORKERS
If Contractor's employees or contract workers will perform work under this Contract in an
outdoor environment for a substantial period of time, the Contractor must have and
implement a written plan listing the preventative and proactive measures that Contractor
will take to protect those employees and contract workers from heat hazards (the "heat
safety plan") while performing that work. The City may request a copy of this heat safety
plan and documentation of all heat safety and mitigation efforts currently implemented by
the Contractor to prevent heat-related illnesses and injuries for work done under this
Contract. The heat safety plan must also be posted where it is accessible to employees.
At a minimum, the heat safety plan must include each of the following elements as it relates
to heat safety:
(1)
The heat safety plan shall address the requirements of Section 13A-102.
(2)
Effective acclimatization practices to promote the physiological adaptation
of employees or contract workers newly assigned or reassigned to work in
an outside environment. An employee who has been newly assigned to a
high heat area shall be closely observed by a supervisor or designee for the
first ten (10) days of the employee's employment. Employers may follow the
Arizona Division of Occupational Safety and Health (ADOSH)
acclimatization recommendations, which prescribe starting with twenty
percent (20%) of a normal workload and progressively increasing it by
twenty percent (20%) each subsequent day.
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(3)
Close monitoring and observation of employees working in heat, potentially
including a 'buddy system' where employees are partnered together.
(4)
Communication and emergency response protocols: specifically, a means of
communication between supervisors and employees in the event of a heat-
related emergency.
(5)
Training of employees and contract workers, no later than one (1) week prior
to being deployed to work in an outdoor environment, on heat illness and
injury that focuses on environmental and personal risk factors, prevention,
how to recognize and report signs and symptoms of heat illness and injury
and how to report heat illness and injury to emergency medical personnel.
Employees shall receive at least one (1) additional training session annually
thereafter.
(6)
The posting of signage at the job site that contains information, in both
English and Spanish, explaining how to (a) recognize and report signs and
symptoms of heat illness and injury; (b) administer appropriate first aid
measures, and (c) report heat-related illness and injury to emergency medical
personnel. The signage must also include a phone number for reporting heat
violations to OSHA/ADOSH. The signage must also include a phone
number for reporting heat violations to Occupational Safety and Health
Administration (OSHA), Arizona Division of Occupational Safety and
Health (ADOSH). The signage must indicate that reports may be made
anonymously.
(7)
Providing written notification to all employees and contract workers
regarding their new worker protections under this provision. This
notification shall be provided to existing employees and during the
onboarding process for new employees. The notification shall be provided
to each worker in the language preferred by that worker and must be posted
in the workplace. Contractors will incorporate this section in all subcontracts
with subcontractors or other entities or individuals who may perform work
under this Contract, including the requirement that those subcontractors
impose the same obligations under any sub- subcontractors. It is the
obligation of the Contractor to ensure compliance with this provision by its
subcontractors. City may terminate this Contract for failure to comply with
this provision.
12.
COMMENCEMENT, PROSECUTION AND PROGRESS
12.1. Start of Work. Work shall start as soon as practical, and in no case later than seven
Calendar Days after the Notice to Proceed is issued by City.
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12.2. Contract Completion Date. The date established in the Notice to Proceed is for
completion of all or specified portions of the Work. This includes items of Work
to be completed under an owner allowance or as part of a contingency item. The
stated Contract completion date will include weather conditions that are not
unusually severe for the area and time of year. This date may be expressed as a
calendar date or a number of Calendar Days after issuance of the Notice to Proceed.
12.3. CMAR’s Construction Schedule. Prior to the start of Work, a construction progress
schedule shall be required and shall comply with the requirements of MAG
Specification 108.4. In addition, a schedule update comparing actual progress with
scheduled progress will be required with the submission of each monthly pay
request.
12.4. Hindrances and Delays.
12.4.1. Except as provided in Section 22, no charge shall be made by CMAR for
hindrances or delays from any cause during the progress of any portion of
the Work embraced in this Contract; but such delays, if due to no fault or
neglect of CMAR, may entitle CMAR to a time extension sufficient to
compensate for the delays. The amount of the delay shall be determined by
the Engineer provided CMAR gives Engineer immediate notice in writing
of the cause of such delay.
12.4.2. The parties agree to negotiate for the recovery of actual costs related to
expenses incurred by CMAR for a delay under the following circumstance:
a. If City is solely responsible for the delay which is unreasonable under
the circumstances,
b. Which delay was not within the contemplation of the parties to the
Contract at the time the Contract was entered into, and;
c. CMAR can show the impact of the delay on the critical path of the
construction activity as indicated in an approved Construction Progress
Management schedule.
12.4.3. Unless specifically provided for or otherwise stated herein, the maximum
compensation for delays, shall not exceed CMAR’s actual cost.
12.4.4. This section shall not be construed to void any provisions of this Contract,
which require notice of delays, which provide for alternative dispute
resolution or other procedures for settlement, or which provide for
liquidated damages.
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12.5. Liquidated Damages. Unless otherwise specified, liquidated damages will be
applied in accordance with MAG Specification 108.9. Completion of the Work as
stated in this Contract is the same as completion of the Work as stated in MAG
Specification 108.9. Damages will be applied at the amounts specified in Table
108.1.
13.
SUBCONTRACTOR AND SUPPLIER SELECTIONS
13.1. CMAR shall select Subcontractors as set forth in A.R.S. § 34-603. CMAR hereby
warrants that it has complied with the applicable provisions of A.R.S. § 34-603 in
its selection of any Subcontractor and agrees to hold harmless and indemnify City
for any statutory noncompliance.
13.2. If City objects to any nominated Subcontractor or supplier or to any self-performed
Work for good reason, CMAR will nominate a substitute Subcontractor or supplier.
This provision shall in no way be deemed to diminish CMAR’s responsibility for
Subcontractor or impose liability upon City for contracting with any Subcontractor.
13.3. All Subcontractors doing Work in excess of Thirty Thousand Dollars ($100,000.00)
shall maintain, during the course of the Contract, health insurance for all employees
working on this Project and will offer health insurance coverage to eligible
dependents of such employees as required by the City of Tempe Guidelines for
Implementation of Health Insurance, and Resolution No. 2000.73.
13.4. CMAR will distribute Drawings and Specifications, and when appropriate, conduct
a pre-bid conference with prospective Subcontractors.
13.5. City reserves the right to request a completed bid tabulation from CMAR within a
reasonable time after the closing of the bid opening proceedings.
13.6. If after award of Subcontractors or suppliers, City objects to any nominated
Subcontractor or supplier, or to any self-performed Work for good cause, CMAR
will nominate a substitute Subcontractor or supplier, preferably if such option is
still available, from those who submitted bids for the Work identified.
13.7. CMAR, upon opening of bids for Subcontractors will evaluate them including, but
not limited to, the evaluation of lower tier Subcontractors, Subcontractor
qualification submittals and prospective suppliers selected by each apparent low
bidder. CMAR will resolve any bid withdrawal, protest, or disqualification in
connection with the award at no increase in the Cost of the Work.
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13.8. Within 15 Calendar Days after Subcontractor bid opening, CMAR will deliver to
City a written notice of intent to award, itemizing the Subcontractors and suppliers
selected by CMAR. The notice of intent to award will detail: (a) for each
Subcontractor agreement, the amount of the bid and the corresponding
Subcontractor or supplier; (b) the sum of bids received for all intended
Subcontractor agreements; and (c) trade work that CMAR intends to self-perform,
if any.
14.
WARRANTY
CMAR warrants to City that the construction, including all materials and equipment
furnished as part of the construction, shall be new unless otherwise specified in the
Specifications and Contract, of good quality, in conformance with the Specifications and
the other CMAR Contract and free of defects in materials and workmanship. CMAR’s
warranty obligation excludes defects caused by abuse, alterations, or unreasonable failure
to maintain the construction by persons other than CMAR, Subcontractors or others under
CMAR control. Nothing in this warranty shall limit any manufacturer’s warranty which
provides City with greater warranty rights than set forth in herein or in the Contract.
CMAR will provide City with all manufacturers’ warranties and operation and
maintenance manuals upon substantial completion of the Work. CMAR’s warranty shall
be for one (1) year 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.
15.
INSURANCE
15.1. Without limiting any of their obligations or liabilities, CMAR, at its own expense,
shall purchase and maintain the minimum insurance specified below with
companies duly licensed or otherwise approved by the State of Arizona,
Department of Insurance, and with forms reasonably satisfactory to City. Each
insurer shall have a current A.M. Best Company, Inc. rating of not less than A-VII.
Use of alternative insurers requires prior approval from City.
15.2. General Clauses.
15.2.1. Additional Insured. This insurance coverage, except for workers
compensation and professional liability coverage, required by this Contract,
shall name the City, its agents, representatives, directors, officials,
employees, and officers, as additional insureds, and shall specify that
insurance afforded the Contractor shall be primary insurance. This
provision and the naming of the City as an additional insured shall in no
way be construed as giving rise to responsibility or liability of the City for
applicable deductible amounts under such policy(s).
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15.2.2. Coverage Term. All insurance required herein shall be maintained in full
force and effect until the services required to be performed under the terms
of this Contract are satisfactorily completed and formally accepted; failure
to do so may constitute a material breach of this Contract, at the sole
discretion of City.
15.2.3. Primary Coverage. CMAR’s insurance shall be primary insurance as
respects City and any insurance or self-insurance maintained by City shall
be in excess of CMAR’s insurance and shall not contribute to it.
15.2.4. Claim Reporting. CMAR shall not fail to comply with the claim reporting
provisions of the policies or cause any breach of a policy warranty that
would affect coverage afforded under the policy to protect City.
15.2.5. Waiver. The policies for workers’ compensation and general liability shall
contain a waiver of transfer rights of recovery (subrogation) against City,
its agents, representatives, directors, officers, and employees for any claims
arising out of the Work of CMAR.
15.2.6. Deductible/Retention. The policies may provide coverage which contain
deductibles or self-insured retentions. Such deductible or self-insured
retentions shall not be applicable with respect to the coverage provided to
City under such policies. CMAR shall be solely responsible for deductible
or self-insured retentions and City may require CMAR to secure the
payment of such deductible or self-insured retentions by a surety bond or
an irrevocable and unconditional letter of credit.
15.2.7. Policies and Endorsements. City reserves the right to request and to receive,
within 14 Calendar Days, information on any or all of the above policies or
endorsements.
15.2.8. Certificates of Insurance. Prior to commencing services under this
Contract, CMAR shall furnish City with Certificates of Insurance or formal
endorsements as required by the Contract issued by CMAR’s insurer(s), as
evidence that policies providing the required coverages, conditions and
limits required by this Contract are in full force and effect. Such certificates
shall identify this Contract number and shall provide for not less than 30
Calendar Days advance written notice by certified mail of cancellation or
termination.
15.2.9. Subcontractors. CMAR shall include all Subcontractors as insured
under its policies or shall maintain separate certificates and
endorsements from each Subcontractor.
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15.3. Workers’ Compensation.
15.3.1. CMAR shall carry workers’ compensation insurance to cover obligations
imposed by federal and state statutes having jurisdiction of CMAR
employees engaged in the performance of the services and employer’s
liability insurance of not less than $100,000 for each accident, $100,000
disease coverage for each employee, and $500,000 disease policy limits.
15.3.2. In case services are subcontracted, CMAR will require the Subcontractor to
provide workers’ compensation and employer’s liability to at least the same
extent as provided by CMAR.
15.4. Automobile Liability.
CMAR shall carry commercial/business automobile liability insurance with a
combined single limit for bodily injury and property damages of not less than
$1,000,000, each occurrence, regarding any owned, hired and non-owned vehicles
assigned to or used in performance of CMAR’s services. Coverage will be at least
as broad as coverage Code 1 “any auto” (Insurance Service Office policy form
CA 00 01 or any replacements thereof). Such coverage shall include coverage for
loading and unloading hazards.
15.5. Commercial General Liability.
15.5.1. CMAR shall carry commercial general liability insurance with unimpaired
limit of not less than $1,000,000 for each claim with a $2,000,000 general
aggregate limit. The general aggregate limit shall apply separately to the
Services under this Contract or the general aggregate shall be twice the
required per claim limit. The policy shall be primary and include coverage
for bodily injury including death, property damage, personal injury,
products, completed operations and blanket contractual covering, but not
limited to, the liability assumed under the indemnification provisions of this
Contract, which coverage shall be at least as broad as Insurance Service
Office policy form CG 00 01 or any replacement thereof.
15.5.2. In the event the general liability insurance policy is written on a claims made
basis, coverage shall extend for two (2) years past Final Acceptance of the
services as evidenced by annual certificates of insurance.
15.5.3. Such policy shall contain a severability of interest provision (also known as
cross-liability and separation of insured).
15.6. Property Coverage. CMAR shall purchase and maintain, in a company or
companies lawfully authorized to do business in the jurisdiction in which the
Project is located, property insurance written on a builders risk “all-risk” or
equivalent policy form in the amount of the initial Contract sum, plus value of
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subsequent Contract modifications and cost of materials supplied or installed by
others, comprising total value for the entire Project at the site on a replacement cost
basis. This insurance shall include interests of the City, the CMAR, Subcontractors
and its subcontractors in the Project, and shall include insurance against the perils
of fire and physical loss or damage including, without duplication of coverage,
theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm,
falsework, testing and startup, temporary buildings and debris removal, including
demolition occasioned by enforcement of any applicable legal requirements and
coverage for valuable papers.
City and CMAR waive all rights against each other and against all Subcontractors,
sub-Subcontractors, material Suppliers, and the Design Professional, for damages
caused by fire or other perils covered by Builder’s Risk or any other property
insurance, except such rights as they may have to the proceeds of such insurance.
Such insurance may be subject to an amount deductible from the sums otherwise
payable thereunder and the burden of such deduction shall be borne by the CMAR.
The Owner or CMAR, as appropriate, shall require of the Design Professional,
Design Professional’s consultants, separate contractors, if any, and the
Subcontractors, sub-Subcontractors, agents and employees of any of them, by
appropriate agreements, written where legally required for validity, similar waivers
each in favor of other parties enumerated herein.
15.7. Health Insurance Requirements.
All consultants and general contractors, who bid on projects or enter into public
works contracts, in excess of $100,000 or the current Council approval contract limit
in place at the time the contract is executed, with the City of Tempe, after January
1, 2001, are required to sign an affidavit in the form attached hereto. The general
contractor shall be responsible for ensuring that the subcontractors comply with the
health insurance requirements.
Health insurance is required for all employees, except for those employees who work
less than one hundred and twenty (120) days in any calendar year. A “workday”
consists of any time within a twenty-four-hour period, regardless of number of
hours, that the individual is paid.
The level of health insurance provided shall be determined by each employer but
should be no less than that provided by the Arizona Cost Containment Health
System.
All complaints concerning violations of the health insurance requirements shall be
filed, in writing, with the Public Work's Department, within five (5) days from
discovery of the violation. An administrative hearing will be held before the Public
Works Director, and a written decision of findings will be provided to the parties to
the hearing within ten (10) days thereafter. Appeal from the decision of the Public
Works Director may be made within ten (10) days of the date of the decision by filing
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a notice of appeal in writing with the Public Works Department. If an appeal is timely
filed, an administrative hearing will be held before an administrative hearing officer
appointed by the City Manager. The decision of the administrative hearing officer
shall be final.
In the event of a finding of violation of the insurance provisions, the company in
violation of the provision shall be barred from bidding on, or entering into, any
public works contract with the City for a period of three (3) years.
All consultants and contractors subject to the health insurance requirements shall
post, in English and Spanish, notice of the health insurance requirements at the job
site. Signs for posting will be provided by the City.
16.
BONDS
16.1. CMAR shall execute a bond for any and all Work or services performed hereto, in
accordance with A.R.S. § 34-221. Personal or individual bonds are not acceptable.
Bonding companies and liability and excess insurance carriers shall be “Best Rated
A-VII” or better as currently listed in the most recent “Best’s Key Rating Guide
(Property/Casualty)” published by the A.M. Best Company.
16.2. Each such bond shall be executed by a surety company, or companies duly licensed
to do business in the State of Arizona. The bonds shall 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 and the bonds shall
have attached thereto a certified copy of power of attorney of the signing official.
16.3. Prior to execution of the Contract, CMAR shall provide a performance bond and a
payment bond, each in an amount equal to the full amount (100%) of the Contract
amount. Each bond shall meet the requirements of Arizona Revised Statutes.
17.
MEASUREMENTS AND PAYMENTS
17.1. Contract Price Adjustments. The increase or decrease in Contract price resulting
from a change in City requested change in Work shall be determined by one or
more of the following methods:
17.1.1. Unit prices set forth in the Contract or as subsequently agreed to between
the parties;
17.1.2. A mutually accepted, lump sum, properly itemized and supported by
sufficient substantiating Data to permit evaluation by City; and
17.1.3. Costs, fees and any other markups.
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17.2. The markups that shall be allowed on such changes shall be no greater than the
markups delineated in the approved GMP as shown on Exhibit “A”.
17.3. If an increase or decrease cannot be agreed to as set forth in items 16.1.1 through
16.1.3, above, and City issues a change order, the cost of the change of the Work
shall be determined by the reasonable expense and savings in the performance of
the Work resulting from the change, including a reasonable overhead and profit, as
may be set forth in the Contract. CMAR shall maintain a documented, itemized
accounting evidencing the expenses and savings associated with such changes.
17.4. If unit prices are set forth in the Contract or are subsequently agreed to by the
parties, but application of such unit prices will cause substantial inequity to City or
CMAR because of differences in the character or quantity of such unit items as
originally contemplated, such unit prices shall be adjusted, in City’s discretion.
17.5. If City and CMAR disagree upon whether CMAR is entitled to be paid for any
services required by City, or if there are any other disagreements over the scope of
Work or proposed changes to the Work, City and CMAR shall resolve the
disagreement pursuant to MAG Specification 110.
17.6. As part of the negotiation process, CMAR shall furnish City with a good faith
estimate of the costs to perform the disputed services in accordance with City’s
interpretations.
17.7. If the parties are unable to agree and City expects CMAR to perform the services
in accordance with City’s interpretations, CMAR shall proceed to perform the
disputed services, conditioned upon City issuing a written order to CMAR (i)
directing CMAR to proceed and (ii) specifying City’s interpretation of the services
that are to be performed.
18.
RECORD KEEPING AND FINANCE CONTROLS
18.1. Records of CMAR’s direct personnel payroll, reimbursable expenses pertaining to
this Project and records of accounts between the City and CMAR shall be kept on
a generally accepted accounting basis.
18.2. City, its authorized representative, and/or the appropriate federal agency, reserve(s)
the right to audit CMAR’s records to verify the accuracy and appropriateness of all
pricing Data, including Data used to negotiate Contract and any change orders.
18.3. City reserves the right to decrease Contract price and/or payments made on this
Contract if, upon audit of CMAR’s records, the audit discloses CMAR has provided
false, misleading, or inaccurate cost and pricing Data.
18.4. CMAR shall include a similar provision in all of its contracts with sub-consultants
and Subcontractors providing services under the Contract to ensure City, its
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authorized representative, and/or the appropriate federal agency, has/have access to
the sub-consultants’ and Subcontractors’ records to verify the accuracy of cost and
pricing Data.
18.5. City reserves the right to decrease Contract Price and/or payments made on this
Contract if the above provision is not included in sub-consultant’s and
Subcontractor’s contracts, and one or more sub-consultants and/or Subcontractors
do not allow City to audit its records to verify the accuracy and appropriateness of
pricing Data.
19.
MISCELLANEOUS REMOVAL AND RELOCATIONS
Miscellaneous removals and relocations shall be construed to mean the removal of all
unsuitable materials whether designated or implied by the Plans and Specifications; and
shall include but not be limited to the removal of such items as pipes, concrete, asphalt,
block, brick, rock, metal, and other comparable items of every nature and description,
unless such items are specifically designated in a separate bid item. Also, certain items
require temporary removal and reinstallation such as mailbox stands, signposts, survey
monument frames and covers, and other comparable items, and are included in this
category.
20.
APPROXIMATE QUANTITIES
20.1. It is expressly understood and agreed by the parties hereto that the quantities of the
various classes of Work to be done and material to be furnished under this Contract,
which have been estimated, as stated in the Proposal, are only approximate and are
to be used solely for the purpose of comparing, on a consistent basis, the proposals
offered for the Work under this Contract. CMAR further agrees that City will not
be held responsible if any claim for damages or for loss of profits is made due to a
difference between the quantities of the various classes of Work herein estimated
and the Work actually performed.
20.2. If any error, omission, or misstatement is found to occur in the estimated quantities,
the same shall not invalidate this Contract or release CMAR from the execution and
completion of the whole or any part of the Work in accordance with the Plans and
Specifications herein mentioned, and for the prices herein agreed upon and fixed
therefore, or excuse CMAR from any of the obligations or liabilities hereunder, or
entitle CMAR to any damages or compensation except as may be provided for in
this Contract.
21.
MISCELLANEOUS WORK AND ALLOWANCES
21.1. Unless previously approved by the City in writing, the following items are
considered to be included in the Work and CMAR’s Compensation as set forth
herein, with no direct or additional payment allowed. Payment for the following
shall be included in the payment for other items for which direct payment is made.
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21.1.1. CMAR’s expenses for, but not limited to: mobilization, job site office,
storage facilities, traffic control and public safety devices, sanitary
facilities, utilities and telephone.
21.1.2. Cleanup including day-to-day cleanup.
21.1.3. Notification to residents adjacent to this Project prior to start of
construction which would affect them.
21.1.4. Water required for compaction or dust control.
21.1.5. Miscellaneous removals and relocations not otherwise specified in the
technical specifications.
21.1.6. Power pole bracing.
21.1.7. Removal of trees twelve inches (12”) or less in diameter.
21.1.8. Removal, relocation and/or modification of existing walls and fences.
21.1.9. Trimming of trees and bushes.
21.1.10. Replacement of plant material and repair of irrigation equipment to meet
or exceed conditions existing prior to CMAR beginning Work.
22.
SPECIAL TERMS AND CONDITIONS
22.1. Permits.
Except as otherwise provided in the Contract documents, it is the duty of CMAR to
procure all its own permits and licenses necessary for the Project. CMAR shall
assist the City with obtaining any necessary permits. Should the CMAR purchase
the necessary permits, the reimbursement will be at cost with no mark-up. There
will be no charge to CMAR for any necessary City permits and inspections. CMAR
shall abide by all stipulations of all licenses and permits issued for this Project.
22.2. Key Contacts.
Arizona 811
602-263-1100
22.3. Uniformed Police Officers.
During the course of construction, City may require a uniformed police officer
present to facilitate traffic control per the Tempe Barricade Manual and the Traffic
Engineer’s direction.
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22.4. Open Trenching and Steel Plates.
The maximum amount of open trench in any state of trenching or backfilling shall
be limited to five hundred feet (500’). All trenches shall be completely backfilled
or covered using steel plates at the end of each working day. The use of steel plates
shall not exceed seventy-two (72) hours between completion of Work in trench and
final patch. Steel plates are to be installed according to Detail T-450 of the Tempe
Supplement to the MAG Details. All steel plates installed will be recessed into the
existing pavement by milling until the top of the plate is flush with the top of the
pavement.
22.5. Confidentiality of Plans and Specifications.
22.5.1. Any Plans or Specifications CMAR receives regarding this Project are for
official use only. CMAR may not share them with others except as required
to fulfill the obligations of its Contract with City.
22.5.2. All record documents, Shop Drawings and other plans or drawings prepared
or submitted by CMAR shall include the following language: “Per City of
Tempe Guidelines, these Plans are official use only and may not be shared
with others except as required to fulfill the obligations of CMAR’s Contract
with the City of Tempe”.
22.6. Irrigation and Landscape Repair.
CMAR shall repair all sprinkler and irrigation systems that are disturbed in the
course of the Work. There will be no separate payment for irrigation and landscape
repair, the cost of which will be incidental to other bid items. It is highly
recommended that CMAR meet with owner(s) of irrigation systems prior to
construction and note existing operating systems to minimize impact and repair
costs.
22.7. Sequence of Construction.
CMAR shall submit a Project sequencing schedule to the Engineer for review at
the pre-construction conference. CMAR is on notice that City will review the
proposed schedule to insure limited community impact.
22.8. Coordination with Other Contractors.
22.8.1. Other projects located on or near the site of Work may be under construction
during the Contract period. Coordination between contractors may be
required.
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22.8.2. Should CMAR cause damage to the Work or property of any separate
contractor at the site, or should any claim arising out of or resulting from
CMAR’s performance of the Work at the site be made by any separate
contractor against CMAR, Design Professional, or Construction Manager
Professional or any other person, CMAR shall promptly attempt to settle
with such other contractor by agreement, or to otherwise resolve the dispute
by mediation, arbitration, or at law.
22.8.3. CMAR shall, to the fullest extent permitted by laws and regulations,
indemnify and hold City, Design Professional and Construction Manager
Professional and the officers, directors, employees, agents and other
consultants of each and any of them harmless from and against all claims,
costs, losses and damages, (including, but not limited to, all fees and charges
of engineers, architects, attorneys and other professionals, and all court
arbitration or other dispute resolution costs) arising directly, from any
action, legal or equitable, brought by a separate contractor against City,
Design Professional or Construction Manager Professional of the officers,
directors, employees, agents or other consultants of each and any of them to
the extent based on a claim to the extent caused by CMAR’s performance of
the Work.
22.8.4. Should a separate contractor cause damage to the Work or property of
CMAR or should the performance of Work by any separate contractor at
the site give rise to any other claim, CMAR shall not institute any action,
legal or equitable against City, Design Professional, or Construction
Manager Professional or the officers, directors, employees, agents, or other
consultants of each and any of them or permit any action against any of
them to be maintained and continued in its name or for its benefit in any
court or before any mediator or arbitrator which seeks to impose liability on
or to recover damages from City, Design Professional, or Construction
Manager Professional or the officers, directors, employees, agents, or other
consultants of each and any of them on account of such damage or claim.
22.8.5. If CMAR is delayed at any time in performing or furnishing Work by any
act or neglect of a separate contractor and City and CMAR are unable to
agree as to the extent of any adjustment in completion time attributed
thereto, CMAR may make a claim for an extension of time. An extension
of the completion time shall be CMAR’s exclusive remedy with respect to
City, Design Professional, or Construction Manager Professional or the
officers, directors, employees, agents, or other consultants of each and any
of them for activities that are its respective responsibilities.
22.8.6. Cooperation between contractors shall be in accordance with MAG
Specification 105.7.
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22.9. Secure Facility Access: Contracts that call for work to be done in any of the City’s
secure facilities are subject to the City’s Engineering Secure Facilities Access
Guidelines, which are incorporated herein by reference.
23.
CORRECTION OF DEFECTIVE WORK
23.1. If any portion of the Work is covered over contrary to the request of City or as
required by the Contract or the applicable building standards, it must be uncovered
for observation at CMAR’s expense if requested by City in writing.
23.2. If any portion of the Work, other than those portions required to be inspected or
observed by City or others, prior to being covered, has been covered over, City may
request that it be uncovered for inspection or observation, as applicable. If such
portion is found to be in accordance with the requirements of the Specifications and
other Contract, the cost of uncovering it shall be charged to the City as a change
order. If such portion is found not to be in accordance with the requirements of the
Specifications and other CMAR Contract, CMAR shall bear such costs.
23.3. CMAR agrees to promptly correct any Work that is found not to be in conformance
with the Specifications and other CMAR Contract, whether previously inspected or
observed by City’s representatives or not unless a specific written waiver of such
nonconformance has been provided to CMAR by City. This obligation shall
continue for a period of one (1) year from the date of Final Acceptance of the entire
Work. Nothing in this Section 22 shall waive any rights that City may have under
Arizona law or under Section 13 herein.
23.4. CMAR, upon receipt of notice from City delivered through the City’s PMWeb
Software System that the Work is not in conformance with the Specifications or
other Contract provisions, shall, within seven (7) Calendar Days (except in the case
of an emergency or item on the schedule critical path, which will require immediate
response) commence correction of such nonconforming Work, including, without
limitation, the other parts of the Work affected by the nonconforming Work. If
CMAR fails to commence the necessary steps within seven Calendar Days, City,
in addition to any other remedies provided under the Contract, may at the end of
the seven Calendar Day period provide CMAR with notice that City will commence
to correct such nonconforming Work with its own or other forces. CMAR shall be
responsible for all costs and expenses that City incurs in remedying any Work not
in conformance with the Specifications or the other Contract, including, without
limitation, at the City’s sole discretion any of City’s own staff time costs and all
fees incurred by City. City will notify CMAR of its intent to make such corrections
at or before the commencement of the corrective Work.
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23.5. The one-year warranty period referenced in Section 13 applies only to CMAR’s
obligation to correct Work not in conformance with the Contract and shall not
constitute a period of limitations with respect to any other rights or remedies the
City may have with respect to CMAR’s other obligations under the Contract or
under applicable law.
24.
WITHHOLDING PAYMENT
City may withhold payment from any Progress Payment Application to the extent
necessary to protect City from loss because of:
24.1. Unsatisfactory job progress as determined by City;
24.2. Disputed Work or materials;
24.3. Defective Work not remedied;
24.4. Claims or other encumbrances filed or reasonable evidence indicating probable
filing of claims or other encumbrances by Subcontractors;
24.5. Failure of CMAR to make payment to any Subcontractors within seven Calendar
Days after receipt of each progress payment;
24.6. CMAR’s failure to perform any of its contractual obligations under the Contract or
any other agreement with City;
24.7. Deficiencies or claims asserted by City against CMAR arising from any other
project;
24.8. Damage to City or a separate CMAR caused by the fault or neglect of CMAR or
any Subcontractor to the extent not covered by insurance;
24.9. Reasonable evidence that the entire Work or portion of the Work that City has
agreed to accept separately will not be substantially complete within the Contract
time(s) due to delay for which CMAR is responsible, or that the unpaid balance of
the Guaranteed Maximum Price will not be adequate to cover completion of the
entire Work and liquidated damages for any anticipated unexcused delay for which
CMAR is responsible; or
24.10. Any other reason which in City’s reasonable judgment disqualified CMAR from
receiving the full amount of the application for payment.
24.11. City, pursuant to and in accordance with A.R.S. § 34-601 et seq., reserves the right
to withhold funds from the CMAR’s progress payments up to the amount equal to
resolve claims City may have against CMAR, until such time as the settlement on
those claims is reached.
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If the above basis for withholding payment is remedied, payment shall be made within
fourteen Calendar Days for amounts previously withheld. Prior to any withholding
pursuant to this section, City shall meet with CMAR to discuss potential withholding and
attempt in good faith to resolve such issues without the need for withholding.
25.
TERMINATION
25.1. In addition to MAG Specifications 108.11 and A.R.S. § 38-511, City, at its sole
discretion, may terminate this Contract for convenience or abandon any portion of
the Project for which services have not been performed by the CMAR.
25.2. In the event of such termination or abandonment, City will so notify the CMAR in
writing, and the CMAR will immediately after receiving such notice discontinue
advancing the Work specified under this Contract and mitigate the expenditure, if
any, of costs resulting from such abandonment or termination. The CMAR shall
deliver to City all Drawings, special provisions, field survey notes, reports,
estimates, and any and all other documents or Work product generated by the
CMAR under the Contract, entirely or partially completed, together with all unused
materials supplied by City.
25.3. If City terminates or abandons the Contract due to no fault of the Contractor, the
CMAR will receive compensation in full for services satisfactorily performed to
the date of such termination. The fee will be paid in accordance with Section 4 of
this Contract. However, in no event will the fee exceed that set forth in Section 4
or as amended in accordance with Paragraph 31, “Alteration in Character of Work”.
City shall make final payment within 60 Calendar Days after the CMAR has
delivered the last of the completed items and City has approved and determined the
final fee.
26.
PROJECT DOCUMENTS AND COPYRIGHTS
26.1. City Ownership of Project Documents. All Work products (electronically or
manually generated) prepared in the performance of this Contract including but not
limited to, plans, drawings, specifications, cost estimates, tracings, studies, design,
analysis, CADD files and related products, are the property of City and are to be
delivered to City before the final payment is made to CMAR. Only if previously
approved in writing by City, CMAR may retain originals and supply City with
reproducible copies of the Work.
26.2. Documents to Bear Seal. When applicable and as required by law, CMAR and its
Subcontractors will endorse by professional seal all plans, works, and Deliverables
prepared by them for this Contract.
27.
CONFLICT OF INTEREST
27.1. CMAR agrees to disclose any financial or economic interest in the Project property,
or any property affected by the Project, existing prior to the execution of this
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Contract. Further, CMAR agrees to disclose any financial or economic interest
with the Project property, or any property affected by the Project, if CMAR gains
such interest during the course of this Contract. Only if previously approved in
writing by City, CMAR may retain originals and supply City with reproducible
mylar copies of the Work.
27.2. If CMAR gains financial or economic interest in the Project during the course of
this Contract, this may be grounds for terminating this Contract at the sole
discretion of City.
27.3. CMAR shall not engage the services on this Contract of any present or former 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.
27.4. To evaluate and avoid potential conflicts of interest, CMAR will provide written
notice to the City, as set forth in this section, of any Work or services performed by
CMAR for third parties that may involve or be associated with any real property or
personal property owned or leased by City.
27.5. Actions considered to be adverse to City under this Contract include but are not
limited to:
27.5.1. Using Data as defined in the Contract, acquired in connection with this
Contract, to assist a third party pursuing administrative or judicial action
against City.
27.5.2. Testifying or providing evidence on behalf of any person in connection with
an administrative or judicial action against City.
27.5.3. Using Data to produce income for CMAR or its employees independently
of performing the services under this Contract, without the prior written
consent of City.
27.6. CMAR represents that except for those persons, entities and Projects previously
identified in writing to City, the services to be performed by CMAR under this
Contract are not expected to create an interest with any person, entity or third party
Project that is or may be adverse to the interests of the City.
27.7. CMAR’s failure to provide a written notice and disclosure of the information as set
forth in this section will constitute a material breach of this Contract.
28.
COVENANT AGAINST CONTINGENT FEES
CMAR affirms that it has not employed or retained any company or person, other than a
bona fide employee working for CMAR, to solicit or secure this Contract, and that it has
not paid or agreed to pay any company or person, other than a bona fide employee, any
40
fee, commission, percentage, brokerage fee, gift or any other consideration contingent upon
or resulting from the award or making of the Contract. For breach or violation of this
clause, City shall terminate this Contract or in its discretion may deduct from the Contract
price or otherwise recover, the full amount of such fee, commission, percentage brokerage
fee, gift or contingent fee from CMAR.
29.
INDEMNIFICATION
To the fullest extent permitted by law, CMAR shall indemnify and hold harmless City, its
officers, and its employees, from liabilities, damages, losses, and costs, including
reasonable attorney fees and court costs, to the extent caused by the negligence,
recklessness or intentional wrongful conduct of CMAR, its subcontractors, design
professionals, or other persons employed or used by CMAR in the performance of the
contract or subcontract. Nothing in this section shall prohibit the requirement of insurance
coverage that complies with this section, including the designation of any person as an
additional insured on a general liability insurance policy or as a designated insured on an
automobile liability policy. The amount and type of insurance coverage requirement set
forth herein will in no way be construed as limiting the scope of the indemnity in this
paragraph.
30.
DISPUTE RESOLUTION
In the event of a dispute between the parties to this Contract regarding any provision of
this Contract, a party’s performance of its obligations as stated in this Contract or any other
matter governed by the terms of this Contract, the parties will meet in good faith to attempt
to resolve the dispute. If the parties fail to resolve the dispute, then the City may pursue
any and all remedies provided by law or in equity. The exercise of any one of City’s
remedies shall not preclude subsequent or concurrent exercise of further or additional
remedies.
31.
ADDITIONAL SERVICES
Additional services which are outside the scope of basic services contained in this Contract
shall not be performed by CMAR without prior written authorization from City. Additional
services, when authorized by an agreement or an amendment to this Contract shall be
compensated for by a fee mutually agreed upon between City and CMAR.
32.
ALTERATION IN CHARACTER OF WORK
In the event an alteration or modification in the character of Work or Deliverable results in
a substantial change in this Contract, thereby materially increasing or decreasing the scope
of services, costs of performance or Project schedule, the Work or Deliverable will
nonetheless be performed as directed by City. However, before any altered or modified
Work begins, a Change Order or Amendment must be approved and executed by the City
and executed by CMAR. Such Change Order or Amendment will not be effective unless
approved by the City. Additions to, modifications or deletions from the Project provided
herein may be made, and the compensation to be paid to CMAR may be adjusted
41
accordingly solely at the discretion of City. No claim for extra Work done or materials
furnished by CMAR will be allowed by City except as provided herein, nor will CMAR
do any Work or furnish any material(s) not covered by this Contract unless such Work or
material is previously authorized in writing by City. Work or material(s) furnished by
CMAR without such prior written authorization shall be at CMAR’s sole jeopardy, cost
and expense, and CMAR hereby agrees that without prior written authorization no claim
for compensation for such Work or materials furnished will be made.
33.
SUCCESSORS AND ASSIGNS
This Contract shall not be assignable except by the prior written approval of City, and it
shall extend to and be binding upon the heirs, executors, administrators, successors and
assigns of the parties hereto.
34.
COMPLETENESS AND ACCURACY OF CMAR’S WORK
CMAR is solely responsible for the completeness and accuracy of all reviews, reports,
supporting Data and other design phase Deliverables prepared or compiled pursuant to its
obligations under this Contract, and will at its sole expense correct its Work or
Deliverables. Acceptance or approval of CMAR’s Work or Deliverables by the City does
not relieve or diminish CMAR’s responsibilities under the Contract nor does this
requirement to correct the Work or Deliverable constitute a waiver of any claims or
damages otherwise available by law or in equity to City.
35.
DISSEMINATION OF DATA
35.1. The parties agree that all Data, including originals, images and reproductions
prepared by, obtained by or transmitted to CMAR in connection with CMAR’s
performance of this Contract is the sole property of City.
35.2. CMAR shall not divulge Data to any third party without prior written consent of
City. CMAR will not use the Data for any purposes except to perform the services
required under this Contract. However, these prohibitions do not apply to the
following Data, provided CMAR first provides the required notice to City:
35.2.1. Data which was known to CMAR prior to its performance under this
Contract unless such Data was acquired in connection with Work performed
for City;
35.2.2. Data which was acquired by CMAR in its performance under this Contract
and which was disclosed to CMAR by a third party, who to the best of
CMAR’s knowledge and belief had the legal right to make such disclosure
and CMAR is not otherwise required to hold such Data in confidence; or
35.2.3. Data which is required to be disclosed by CMAR by law, regulation, or
court order.
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35.3. In the event a third party requires or requests CMAR to disclose Data or any other
information to which CMAR became privy as a result of any other Contract with
City, CMAR will first notify City as set forth in this section of the request or
demand for such Data. CMAR will timely give City sufficient facts such that City
has a meaningful opportunity to either first give its consent or take such action that
City may deem appropriate to protect such Data from disclosure.
35.4. CMAR, unless prohibited by law, within 14 Calendar Days after completion of
services for a third party on real or personal property owned or leased by City, will
promptly deliver, as set forth in this section, a copy of all work products and Data
to the City. All Data will continue to be subject to the provisions of this section.
35.5. CMAR assumes all liability for maintaining the Data in its possession and agrees
to compensate and indemnify City if any of the provisions of this section are
violated by CMAR, its employees, agents, authorized assigns, subconsultants or
Subcontractors. A breach of this section shall be deemed to cause irreparable harm
to City that justifies injunctive relief.
35.6. GIS Data Disclaimer. CMAR UNDERSTANDS THE CITY OF TEMPE DOES
NOT WARRANT THE ACCURACY, COMPLETENESS, CONDITION,
SUITABILITY, PERFORMANCE, OR CURRENCY OF THE GIS DATA
PROVIDED UNDER THIS CONTRACT. AREAS DEPICTED BY GIS DATA
ARE APPROXIMATE, AND NOT GUARANTEED TO BE ACCURATE TO
STANDARDS FOR MAPPING, SURVEYING OR ENGINEERING. THIS
DATA IS FOR ILLUSTRATIVE PURPOSES ONLY AND SHOULD NOT BE
RELIED UPON FOR SITE-SPECIFIC PURPOSES. THE DATA HEREIN IS
SUBJECT TO CONSTANT CHANGE AND MAY NOT BE COMPLETE,
ACCURATE OR UP TO DATE. THE CITY OF TEMPE IN NO WAY
ASSUMES LIABILITY OR RESPONSIBILITY FOR ANY INCORRECT DATA
OR
ANY
INFORMATION
PROVIDED
HEREIN.
THE
CMAR
ACKNOWLEDGES AND AGREES THAT THE CITY OF TEMPE ASSUMES
NO LIABILITY FOR DAMAGES INCURRED DIRECTLY OR INDIRECTLY
RESULTING
FROM
INCOMPLETE,
INCORRECT
OR
MISSING
INFORMATION; INCLUDING ANY DIRECT, INDIRECT, SPECIAL OR
CONSEQUENTIAL DAMAGES, HOWEVER CAUSED OR UNDER ANY
THEORY OF LIABILITY, WHETHER IN TORT, CONTRACT, STRICT
LIABILITY OR OTHERWISE. BY WAY OF THE SIGNATURE ON THIS
CONTRACT, THE CMAR ASSUMES ALL LIABILITY FOR ANY AND
ALL DEPENDENCE AND/OR RELIANCE UPON THIS INFORMATION
AND ASSUMES ALL RESPONSIBILITY RELATING THERETO. ANY
AND ALL EXPRESSED OR IMPLIED WARRANTIES, INCLUDING BUT
NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY
AND FITNESS FOR A PURPOSE ARE SPECIFICALLY AND EXPRESSLY
DISCLAIMED. CMAR SHOULD NOT RELY UPON THE GIS DATA
WITHOUT PROPER FIELD VERIFICATION FOR ANY PURPOSE.
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36.
PROJECT STAFFING
CMAR will maintain an adequate number of competent and qualified persons, to ensure
acceptable and timely completion of the scope of Services described in this Contract
throughout the period of those services. If City objects, with reasonable cause, to any of
CMAR’s staff, CMAR will take prompt corrective action and, if required, remove such
personnel from the Project and replace with other personnel.
37.
INDEPENDENT CONTRACTOR
CMAR is and shall be an independent contractor and whatever measure of control City
exercises over the Work or Deliverable pursuant to the Contract will be as to the results of
the Work only. No provision in this Contract will give or be construed as establishing an
employer/employee relationship, partnership, or joint venture, between City and CMAR,
or cause City to be responsible in any way for the debts or obligations of CMAR. CMAR
is to comply with all applicable laws and ordinances pertaining thereto.
38.
SUBCONTRACTORS
Prior to beginning any Work or Deliverables, CMAR will furnish to City the names of all
Subcontractors to be used on this Project by completing (Exhibit 65.1). This provision
shall in no way be deemed to diminish CMAR’s responsibility for Subcontractor or impose
liability upon City for the contracting with any Subcontractor.
39.
LABOR
CMAR agrees and covenants to use only licensed Subcontractors in the making and/or
installation of any and all repairs, alterations, improvements or other Work of CMAR on
the Project. CMAR shall be liable to City for any losses and liabilities associated with any
violation of this provision, and the Contract shall immediately be terminated upon any
violation hereof by CMAR.
40.
RECORDS/AUDIT
39.1
Records of CMAR’s direct personnel payroll and reimbursable expenses pertaining
to this Project and records of accounts between City and CMAR will be kept
following generally accepted accounting principles, for a period of five years after
completion of the Contract. City, its authorized representative and or the
appropriate federal agency, reserve the right to audit CMR’s records to verify the
accuracy and appropriateness of all pricing Data, including Data used to negotiate
this Contract and any attendant Change Orders, for a period of five years after
completion of this Contract. City reserves the right to decrease Contract amount
and or payments made on this Contract if, inter alia, upon audit of CMAR’s
records, the audit discloses that CMAR has provided false, misleading, or
inaccurate cost and or pricing Data.
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39.2
CMAR will include a provision in all of its agreements with sub-consultants,
Subcontractors and Suppliers providing services under this Contract to ensure City,
its authorized representative and/or the appropriate governmental agency, has
access to the sub-consultants’, Subcontractors’ and Suppliers’ records. City
reserves the right to decrease Contract amount and/or payments made on this
Contract if the above provision is not included in sub-consultant, Subcontractor and
Supplier contracts and one or more of those parties do not allow City to audit their
records to verify the accuracy and appropriateness of pricing Data.
41.
NOTICES
Unless otherwise provided herein, notices and/or demands under this Contract shall be in
writing and will be deemed to have been duly given and received either (a) on the date of
service if personally served on the party to whom notice is to be given, or (b) on the third
day after the date of the postmark of deposit by first class United States mail, registered or
certified, postage prepaid, and properly addressed as follows:
To City:
Jodie Inman, P.E.
Deputy Public Works Director/City Engineer
Public Works Department
Engineering Division
31 E. 5th Street, Mail Stop 0108
Tempe, Arizona 85281
To CMAR:
(Printed Name of Signatory)
B&F Contracting, Inc.
11011 N. 23rd Avenue
Phoenix, Arizona 85029
42.
COMPLIANCE WITH STATE AND FEDERAL LAWS
42.1. Lawful Presence in the United States. Pursuant to A.R.S. §1-502, any
individual/sole proprietor who applies for local public benefits by signing this
Contract shall also sign a sworn affidavit (Exhibit 65.8) and present one of the
documents listed on the affidavit to verify lawful presence in the United States.
This Contract shall not be fully executed by the City if the individual/sole proprietor
fails to sign the affidavit and present one of the listed documents.
42.2. Specially Designated Nationals and Blocked Persons List. CMAR represents and
warrants to City that neither CMAR nor any affiliate or representative of CMAR
(i) is listed on the Specially Designated Nationals and Blocked Persons List
maintained by the Office of Foreign Asset Control, Department of the Treasury
(OFAC) pursuant to Executive Order No. 13224, 66 Fed. Reg. 49079 (“Order”);
(ii) is listed on any other list of terrorists or terrorist organizations maintained
pursuant to the Order, the rules and regulations of OFAC or any other applicable
45
requirements contained in any enabling legislation or other related Order(s); (iii) is
engaged in activities prohibited in the Order; or (iv) has been convicted, pleaded
nolo contendre, indicted, arraigned or custodially detained on charges involving
money laundering or predicate crimes to money laundering.
42.3. Antidiscrimination. CMAR shall not refuse to hire or employ or bar or discharge
from employment any person, or discriminate against such person in compensation,
conditions, or privileges of employment because of race, color, gender, gender
identity, sexual orientation, religion, national origin, familial status, age, disability,
or United States military veteran status. CMAR shall provide a copy of its anti-
discrimination policy to City to confirm compliance with this requirement or attest
in writing to compliance based upon the criteria outlined in (Exhibit 65.9).
42.4. Employment Laws. CMAR agrees and covenants that it will comply with any and
all applicable governmental restrictions, regulations and rules of duly constituted
authorities having jurisdiction insofar as the performance of the Work and services
pursuant to the Contract, and all applicable safety and employment laws, rules and
regulations, including but not limited to, the Fair Labor Standards Act, the Walsh-
Healey Act, and the Arizona Fair and Legal Employment Act, and any amendments
thereto, along with all attendant laws, rules and regulations. CMAR acknowledges
that a breach of this warranty is a material breach of this Contract and CMAR is
subject to penalties for violation(s) of this provision, including termination of this
Contract. City retains the right to inspect the documents of any and all contractors,
Subcontractors and sub-subcontractors performing work and/or services relating to
the Contract to ensure compliance with this warranty. Any and all costs associated
with City inspection are the sole responsibility of CMAR. CMAR hereby agrees
to indemnify, defend and hold City harmless for, from and against all losses and
liabilities arising from any and all violations thereof.
42.5. Equal Opportunity. City is an equal opportunity, affirmative action employer. CMAR
hereby covenants that it shall not discriminate unlawfully against any employee or
applicant for employment, nor shall it deny the benefits of this Contract, to any person
on the basis of race, color, national origin, physical or mental disability, age, gender
or veteran status. CMAR covenants and agrees that it will comply in all respects with
the applicable provisions of the Executive Order 11246, Title VII of the Civil Rights
Act of 1964, the Americans with Disabilities Act, the Age Discrimination in
Employment Act, the Vietnam Era Veterans’ Readjustment Assistance Act, the
Rehabilitation Act, and any other applicable state and federal statutes governing equal
opportunity. CMAR agrees to post hereinafter in conspicuous places, available for
employees and applicants for employment, notices to be provided by the
contracting officer setting for the provisions of this clause.
42.6. Boycott. CMAR certifies that it is not currently engaged in and agrees for the duration
of this Contract/Agreement that it will not engage in, a boycott of Israel, as that term
is defined in A.R.S. § 35-393.
46
42.7. Compliance with Ariz. Rev. Stat. § 35-394. Contractor hereby certifies that it does
not currently, and agrees for the duration of this Agreement, that Contractor will
not, use: 1. The forced labor of ethnic Uyghurs in the People’s Republic of China;
2. Any goods or services produced by the forced labor of ethnic Uyghurs in the
People’s Republic of China; or 3. Any contractors, subcontractors or suppliers that
use the forced labor or any goods or services produced by the forced labor of ethnic
Uyghurs in the People’s Republic of China. Contractor hereby agrees to indemnify
and hold harmless the City, its officials, employees, and agents from any claims or
causes of action relating to the City’s action based upon reliance upon this
representation, including the payment of all costs and attorney fees incurred by the
City in defending such as action.
CMAR further agrees to include the provisions of this section in any and all subcontracts
hereunder. Any violation of such provisions shall constitute a material breach of this
Contract.
42.8. Burial and Cultural Discoveries. Personnel working on projects involving ground-
disturbing activity are required to comply with the Salt River Pima-Maricopa Indian
Community (SRPMIC) Statement on Burials and Cultural Resource Discoveries
(the “Statement”), a copy of which can be obtained from the City of Tempe
Historical Preservation Office upon request at 480-350-8870. To comply with the
Statement, Contractor and its’ agents are prohibited from publicly releasing
information about archeological findings or recording (through photos, video, or
other imaging) archaeological resources, including human remains, funerary
objects, or other discoveries.
43.
CONTRACTOR’S LICENSE AND FEDERAL EMPLOYER I.D. NUMBER
Prior to award of the Contract, CMAR must provide to the City’s Public Works
Department/Engineering Division, its Contractor’s license classification and number its
Federal Employer I.D. number/ Tax Payer I.D. Number.
44.
FORCE MAJEURE
If either party is delayed or prevented from the performance of any service, in whole or
part, required under this Contract by reason of acts of God or other cause beyond the control
and without fault of that party, financial inability excepted, performance of that act may be
excused at City’s discretion, but only for the period of the delay. The time for performance
of the act will be extended for a period equivalent to the period of delay.
45.
NON-WAIVER PROVISION
The failure of either party to enforce any of the provisions of this Contract or to require
performance by the other party of any of the provisions of this Contract shall not be
construed as a waiver of such provisions nor will it affect the validity of this Contract or
any part thereof or the right of either party to thereafter enforce each and every provision.
47
46.
JURISDICTION
This Contract is 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. An action to enforce any provision of this Contract or to obtain any remedy with
respect hereto will 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.
47.
ATTORNEYS’ FEES AND COSTS
In the event of any legal action or proceeding arising out of this Contract, the prevailing
party shall be entitled to recover its reasonable attorney’s fees and costs incurred in such
legal action or proceeding, and such fees and costs shall be included in any judgment
rendered as determined by the Court. In addition, if any person should institute a claim or
action against CMAR in which City is made a party defendant, CMAR shall indemnify,
defend and hold City harmless for, from and against all liability by reason thereof,
including reasonable attorney’s fees and all costs incurred by City in such action.
48.
SURVIVAL
All warranties, representations and indemnifications by CMAR will survive the completion
or termination of this Contract.
49.
MODIFICATION
No supplement, modification or amendment of any term of this Contract will be deemed
binding or effective unless in writing and signed by the parties hereto and in conformation
with provisions of this Contract except as expressly provided herein to the contrary.
50.
SEVERABILITY
If any provision of this Contract or the application thereof to any person or circumstance
is held invalid, illegal or unenforceable to any extent, the remainder of this Contract and
the application thereof will not be affected and will be enforceable to the fullest extent
permitted by law.
51.
INTEGRATION
This Contract contains the full agreement of the parties hereto. Any prior or
contemporaneous written or oral agreement between the parties regarding the subject
matter hereof is merged and superseded hereby.
52.
TIME IS OF THE ESSENCE
Time of each of the terms, covenants and conditions of this Contract is hereby expressly
made of the essence.
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53.
THIRD PARTY BENEFICIARY
This Contract will not be construed to give any rights or benefits in the Contract to anyone
other than City and CMAR. All duties and responsibilities undertaken pursuant to this
Contract will be for the sole and exclusive benefit of City and CMAR and not for the benefit
of any other party.
54.
COOPERATION AND FURTHER DOCUMENTATION
CMAR agrees to provide City such other duly executed documents as may be reasonably
requested by City to implement the intent of this Contract.
55.
EXHIBITS
The parties agree that all references to this Contract include all exhibits designated in and
attached to this Contract, such exhibits being incorporated into and made an integral part
of this Contract for all purposes.
56.
CONFLICT IN LANGUAGE
All Work and Deliverables will conform to all applicable City codes, ordinances, and
requirements. If there is a conflict in interpretation between provisions in this Contract and
any exhibits thereto, the provisions in this Contract will prevail.
57.
HEADINGS
The headings used in the Contract are for ease of reference only and shall not in any way
be construed to limit or alter the meaning of any provision.
58.
NON-APPROPRIATION
City is a government agency that relies upon appropriation of funds by its governing
body to satisfy its obligations. In the event that (1) funds are not appropriated by the City
Council to perform the Work; or (2) funds appropriated or otherwise allocated to perform
the Work become unavailable for payment by City under this Contract, City may either
(a) cancel this Contract without further obligation of City; or (b) delay the Work for a
period of six (6) months, In case of any such delay by City, Consultant/Contractor may
suspend performance of work or services as applicable. The parties retain all rights
available under this Contract to the extent permitted under Arizona law, in the event of
termination or cancellation of this Contract due to lack of funding on the part of the City.
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59.
ASSIGNMENT OF CLAIMS
City and CMAR recognize that in actual economic practice overcharges resulting from
antitrust violations are in fact borne by City. Therefore, CMAR hereby assigns City any
and all claims for such overcharges. CMAR in all subcontracts shall require all
Subcontractors to likewise assign all claims for overcharges to the City.
60.
DISPUTES
Any failure of City to make a decision within the time limit set forth shall not be construed
as acquiescence in all or any part of any CMAR claim for relief.
61.
SEXUAL HARASSMENT
CMAR shall comply with the City’s current policy regarding sexual harassment. City
prohibits sexual harassment by any person on City’s premises or at any City affiliated
functions.
62.
AMENDMENTS
The Contract may not be changed, altered, or amended in any way except in writing signed
by duly authorized representatives of CMAR and City.
The Contract may not be changed, altered, or amended in any way except in writing signed
by duly authorized representatives of CMAR and City. Contractor shall maintain a
Certification by the Contractor Authorizing Employees to Sign Binding Agreements on
file with the City. That Certification shall identify all individuals authorized by Contractor
to execute documents necessary to carry out the terms of this Contract or to amend this
Contract.
If the Contractor already has a Certification on file with the City, that Certification, along
with any future amendments, is incorporated herein by reference. If the contractor does
not already have a Certification on file with the City, it shall submit one with the City upon
receipt of a Notice to Proceed, and that Certification, along with any future amendments,
shall be incorporated herein by reference. In either case, Contractor agrees that the
individuals listed on its most recent Certification by the Contractor Authorizing Employees
to Sign Binding Agreements shall have authority to execute documents necessary to carry
out the terms of the Contract or to amend this Contract.
63.
CMAR RECORDS
CMAR agrees to retain all records relating to the Contract pursuant to A.R.S. § 35-214, as
amended from time to time. CMAR agrees to make those records available at all
reasonable times for inspection and audit by City during the term of the Contract and for a
period of five (5) years after the completion of the Contract. The records shall be provided
50
at City Public Works Department, Engineering Division, Tempe, Arizona, or another
location designated by City upon reasonable notice to CMAR.
64.
NO CONSTRUCTION AGAINST DRAFTING PARTY
Each party acknowledges that it has had an opportunity to review the Contract with
counsel, and such documents shall not be construed against any party that is determined to
have been the drafter of the documents.
65.
INTERPRETATION OF CONTRACT DOCUMENTS
65.1. In the event of omissions in the Contract documents, the following shall apply.
65.1.1. If the Contract is not complete as to any minor detail of a required
construction system or with regard to the manner of combining or installing
of parts, materials, or equipment, but there exists an accepted trade standard
for good and skillful construction, pursuant to MAG Specifications or
otherwise, such detail shall be deemed to be an implied requirement of the
Contract in accordance with such accepted trade standard.
65.1.2. The quality and quantity of parts or materials supplied shall conform to
trade standards and be compatible with the type, composition, strength, size
and profile of the parts of materials otherwise specified in the Contract
documents.
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66.
EXHIBITS
The parties agree that all references to this Contract include all exhibits designated in and
attached to this Contract, such exhibits being incorporated into and made an integral part
of this Contract for all purposes.
65.1. LIST OF SUBCONTRACTORS
65.2. STATUTORY PERFORMANCE BOND
65.3. STATUTORY PAYMENT BOND
65.4. CERTIFICATION BY THE CONTRACTOR AUTHORIZING
EMPLOYEES TO SIGN BINDING AGREEMENT
65.5. CONTRACTOR’S PAYMENT AND SETTLEMENT OF CLAIMS
65.6. AFFIDAVIT OF GENERAL CONTRACTOR/PRIME CONSULTANT
REGARDING HEALTH INSURANCE
65.7. CITY OF TEMPE GUIDELINES FOR IMPLEMENTATION OF HEALTH
INSURANCE
65.8. AFFIDAVIT DEMONSTRATING LAWFUL PRESENCE IN THE UNITED
STATES
65.9. COMPLIANCE WITH TEMPE CITY CODE ON ANTIDISCRIMINATION
65.10. ACKNOWLEDGEMENT REGARDING LETTER IN GOOD STANDING
65.11. CITY OF ENGINEERING SECURE FACILITIES ACCESS GUIDELINES
[SIGNATURE PAGE TO FOLLOW]
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SIGNATURE PAGE
Joint Tempe-Mesa Sewer Rehabilitation-2025, GMP 1
Project No. 3221025B
DATED this 5th day of March
2026.
CITY OF TEMPE, ARIZONA
By:
Corey D. Woods, Mayor
By:
Public Works Director
ATTEST:
Recommended By:
Kara A. DeArrastia, City Clerk
Deputy Public Works Director/
City Engineer
APPROVED AS TO FORM:
Eric C. Anderson, City Attorney
CMAR warrants that the person who is signing this Contract on behalf of CMAR is authorized to
do so and to execute all other documents necessary to carry out the terms of this Contract.
CMAR CONTRACTOR:
B&F Contracting, Inc.
Signature
Printed Name
Title
Email Address
Federal I.D. No./Tax Payer I.D. No.
65.1
LIST OF SUBCONTRACTORS
In accordance with the provisions of Section 108.2 of the MAG Specifications, CMAR shall
provide the information listed below regarding proposed Subcontractors which are subject to
approval by the City.
Joint Tempe-Mesa Sewer Rehabilitaion-2025, GMP 1
Project No. 3221025B
Name
Name
Location
Location
ROC No./Exp.
ROC No./Exp.
ROC Classification
ROC Classification
Federal ID No./Exp.
Federal ID No./Exp.
Type of Work
Type of Work
Amount $
Amount $
Name
Name
Location
Location
ROC No./Exp.
ROC No./Exp.
ROC Classification
ROC Classification
Federal ID No./Exp.
Federal ID No./Exp.
Type of Work
Type of Work
Amount $
Amount $
Name
Name
Location
Location
ROC No./Exp.
ROC No./Exp.
ROC Classification
ROC Classification
Federal ID No./Exp.
Federal ID No./Exp.
Type of Work
Type of Work
Amount $
Amount $
Name
Name
Location
Location
ROC No./Exp.
ROC No./Exp.
ROC Classification
ROC Classification
Federal ID No./Exp.
Federal ID No./Exp.
Type of Work
Type of Work
Amount $
Amount $
65.2
STATUTORY PERFORMANCE BOND
PURSUANT TO TITLE 34,
CHAPTER 6, OF THE ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Contract amount)
KNOW ALL MEN BY THESE PRESENTS:
That
(“Principal”) and
,
a corporation organized and existing under the laws of the State of
, with its
principal office in the City of
(“Surety”), are held and firmly bound unto
(“Obligee”) in the amount of
Dollars
($
), for the payment whereof, the said 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 5th day of March 2026, to complete Project No. 3221025B, 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 said
Principal shall faithfully perform and fulfill all the undertakings, covenants, terms, conditions and
agreements of said Contract during the original term of said Contract and any extension thereof,
with or without notice to the Surety, and during the life of any guaranty required under the
Contract, and shall also perform and fulfill all the undertakings, covenants, terms, conditions, and
agreements of any and all duly authorized modifications of said Contract that may hereafter be
made, notice of which modifications to the Surety being hereby waived; then the above obligation
shall be void, otherwise to remain in full force and effect.
Provided, however, that this bond is executed pursuant to the provisions of Title 34,
Chapter 6, of the Arizona Revised Statutes, and all liabilities on this bond shall be determined in
accordance with the provisions of said Title and Chapter, to the extent as if it were copied at length
herein.
The prevailing party in a suit on this bond shall recover as part of the judgment
reasonable attorney fees that may be fixed by the Court. The performance under this bond is
limited to the construction to be performed under this Contract and does not include any design
services, preconstruction services, finance services, maintenance services, operations services or
any other related services included in the Contract.
DATED this day of 2026.
PRINCIPAL
SEAL
BY:
**
SURETY
SEAL
BY:
AGENCY ADDRESS
** Surety hereby acknowledges they are licensed to do business in the State of Arizona **
65.3
STATUTORY PAYMENT BOND
PURSUANT TO TITLE 34,
CHAPTER 6, OF THE ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Contract amount)
KNOW ALL MEN BY THESE PRESENTS:
That
(“Principal”) and
,
a corporation organized and existing under the laws of the State of
,
with its principal office in the City of
(“Surety”), as held and firmly
bound unto
(“Obligee”) in the amount of
Dollars ($
), for the payment whereof, the said 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 5th day of March 2026, to complete Project No. 3221025B, 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 said
Principal shall promptly pay all monies due to all persons supplying labor or materials to the
Principal or the Principal’s Subcontractors in the prosecution of the construction provided for the
Contract, then this obligation shall be void, otherwise to remain in full force and effect;
Provided, however, that this bond is executed pursuant to Title 34, Chapter 6,
Arizona Revised Statutes, and all liabilities on this bond shall be determined in accordance with
the provisions, conditions and limitations of said Title and Chapter to the same extent as if it were
copied at length in this Contract.
The prevailing party in a suit on this bond shall recover as a part of the judgment
reasonable attorney fees that may be fixed by the Court.
DATED this day of 2026.
PRINCIPAL
SEAL
BY:
**
SURETY
SEAL
BY:
AGENCY ADDRESS
** Surety hereby acknowledges they are licensed to do business in the State of Arizona **
65.4
CERTIFICATION BY THE CONTRACTOR AUTHORIZING
EMPLOYEES TO SIGN BINDING AGREEMENTS
Joint Tempe-Mesa Sewer Rehabilitation-2025, GMP 1
Project No. 3221025B
Contractor hereby certifies that the following employees in its organization are duly authorized to sign
binding agreements necessary to carry out the terms of its contract(s) or amend the terms of its contract(s)
on behalf of the Contractor, its owner(s), partner(s), and/or principal(s) of a corporation, or the manager(s)
and/or member(s) of a limited liability company. Such agreements include, but are not limited to, pay
requests, change orders, required certifications, etc.
In submitting this Certification, Contractor acknowledges this Certification is incorporated by reference
into any active contract(s) between Contractor and the City and will be incorporated by reference into any
future contract(s) between Contractor and the City. Contractor further acknowledges it understands the
City will rely on the representations contained herein concerning authority to execute documents.
Type or Print Name
Signature
Contractor Name:
Signed By:
Printed Name:
Title:
Date:
65.5
CITY OF TEMPE PUBLIC WORKS DEPARTMENT
CONDITIONAL WAIVER AND RELEASE
FOR CONTRACTOR’S FINAL PAYMENT
AND SETTLEMENT OF CLAIMS
The undersigned:
Contractor’s Name: ____________________________________
Contractor’s Address: _______________________________________________
On receipt by the undersigned of a check from City of Tempe in the sum of $ (dollar
amount for final payment) and when the check has been properly endorsed and has been paid by
the bank on which it is drawn, this document becomes effective to release any mechanic's lien, any
state or federal statutory bond right, any private bond right, any claim for payment and any rights
under any similar ordinance, rule or statute related to claim or payment rights for persons in the
undersigned's position, the undersigned has on the job of the City of Tempe (Owner) for JOINT
TEMPE-MESA SEWER REHABILITATION-2025, GMP 1 and PROJECT NO. 3221025B
at the location of US-60 and Mill Avenue. This release covers the final payment to the
undersigned for all labor, services, equipment or materials furnished to the jobsite, except for
disputed claims in the amount of $ . Before any recipient of this document relies
on it, the person should verify evidence of payment to the undersigned.
The undersigned, in consideration of the payment acknowledged, hereby warrants that he has
already paid or will pay using the monies received from this final payment to promptly pay in full
all his contractors, subcontractors, laborers, materialmen and suppliers for all work, materials,
equipment or services provided to the above-referenced project.
_________________________________________
______________________
Contractor Signature
Date
_________________________________________
By (Print Name and Title)
65.6
CITY OF TEMPE
TEMPE, ARIZONA
PUBLIC WORKS DEPARTMENT
DIVISION OF ENGINEERING
AFFIDAVIT OF GENERAL CONTRACTOR/PRIME CONSULTANT
REGARDING HEALTH INSURANCE
, Arizona
Date
JOINT TEMPE-MESA SEWER REHABILITATION-2025, GMP 1
PROJECT NO. 3221025B
I hereby certify that ______________________________________________ (name of company) currently has, and
all of its major Subcontractors/subconsultants, defined as doing work in excess of $100,000 will have, during the
course of this Contract, health insurance for all employees working on this Project and will offer health insurance
coverage to eligible dependents of such employees, as defined in the accompanying Guidelines. The company’s
health insurance is as follows:
Name of Insurance Company:_____________________________________________________
Type of Insurance (PPO, HMO, POS, INDEMNITY): __________________________________
Policy No.: ___________________________________________
Policy Effective Date (MM/DD/YY): ______________________________________
Policy Expiration Date (MM/DD/YY): _____________________________________
Signed and dated at
, this
day of
2026.
General Contractor/Prime Consultant
By:
STATE OF ARIZONA
)
) ss
COUNTY OF MARICOPA
)
SUBSCRIBED AND SWORN to before me this ___________ day of _____________________ 2026.
Notary Public
[Notary Seal]
My commission expires:
____________________________
65.7
CITY OF TEMPE
GUIDELINES FOR IMPLEMENTATION OF RESOLUTION NO. 2000.73
These Guidelines are provided for purposes of implementing Resolution No. 2000.73 which
requires that health insurance be provided by all consultants, general contractors and major
subcontractors, as determined at the start of each project, for employees and dependents of
employees. Questions regarding this procedure should be addressed to Tara Ford, Public Works
Director for the City of Tempe.
1. All consultants and general contractors, who bid on projects or enter into public works
contracts, in excess of $100,000 or the current Council approval contract limit in place at the
time the contract is executed, with the City of Tempe, after January 1, 2001, are required
to sign an affidavit in the form attached hereto. The general contractor shall be responsible
for ensuring that the subcontractors comply with the health insurance requirements.
2. Health insurance is required for all employees, except for those employees who work less
than one hundred and twenty (120) days in any calendar year. A “workday” consists of
any time within a twenty-four-hour period, regardless of number of hours, that the
individual is paid.
3. The level of health insurance provided shall be determined by each employer but should
be no less than that provided by the Arizona Cost Containment Health System.
4. All complaints concerning violations of the health insurance requirements shall be filed,
in writing, with the Public Work's Department, within five (5) days from discovery of the
violation. An administrative hearing will be held before the Public Works Director, and
a written decision of findings will be provided to the parties to the hearing within ten
(10) days thereafter. Appeal from the decision of the Public Works Director may be
made within ten (10) days of the date of the decision by filing a notice of appeal in writing
with the Public Works Department. If an appeal is timely filed, an administrative hearing
will be held before an administrative hearing officer appointed by the City Manager.
The decision of the administrative hearing officer shall be final.
5. In the event of a finding of violation of the insurance provisions, the company in violation
of the provision shall be barred from bidding on, or entering into, any public works contract
with the City for a period of three (3) years.
6. All consultants and contractors subject to the health insurance requirements shall post, in
English and Spanish, notice of the health insurance requirements at the job site. Signs for
posting will be provided by the City.
March 24, 2025
Tara Ford, Public Works Director
65.8.
AFFIDAVIT DEMONSTRATING LAWFUL
PRESENCE IN THE UNITED STATES
A.R.S. § 1-501 and § 1-502 require any individual person or sole proprietor who applies to the City for a local public benefit (including the award of a
contract) to demonstrate his or her lawful presence in the United States. An individual person or sole proprietor who submits a bid for this contract
must complete this Affidavit and submit it with the bid, along with a copy of one of the documents listed below.
ALL VIOLATIONS OF FEDERAL IMMIGRATION LAW SHALL BE REPORTED TO 1-866-347-2423
LAWFUL PRESENCE IN THE UNITED STATES CAN BE DEMONSTRATED BY
PRESENTATION OF ONE (1) OF THE DOCUMENTS LISTED BELOW.
Please present the document indicated below to the City. If mailing the document, attach a copy of the document to this Affidavit.
(If the document may not be copied, present the document in person to the City for review and signing of the affidavit.)
1.
An Arizona driver license issued after 1996.
Print first 4 numbers/letters from license:
___ ___ ___ ___
2.
An Arizona non-operating identification License.
Print first 4 numbers/letters:
___ ___ ___ ___
_______
3.
A birth certificate or delayed birth certificate issued in any state, territory or possession of the United
States.
Year of birth:
: Place of birth:
4.
A United States Certificate of Birth abroad.
Year of birth:
: Place of birth:
5.
A United States passport.
Print first 4 numbers/letters on Passport:
___ ___ ___ ___
6.
A foreign passport with a United States Visa.
Print first 4 numbers/letters on Passport
___ ___ ___ ___
Print first 4 numbers/letters on Visa
___ ___ ___ ___
7.
An I-94 form with a photograph.
Print first 4 numbers on I-94:
___ ___ ___ ___
_______
8.
A United States Citizenship and Immigration Services Employment Authorization Document (EAD).
Print first 4 numbers/letters on EAD:
___ ___ ___ ___
9.
Refugee travel document.
Date of Issuance:
Refugee Country:
10.
A United States Certificate of Naturalization.
Print first 4 digits of CIS Reg. No.:
___ ___ ___ ___
11.
A United States Certificate of Citizenship.
Date of Issuance:
Place of Issuance:
12.
A tribal Certificate of Indian Blood.
Date of Issuance:
Name of Tribe:
13.
A tribal or Bureau of Indian Affairs Affidavit of Birth.
Year of Birth:
Place of Birth:
I DO SWEAR OR AFFIRM UNDER PENALTY OF LAW THAT I AM LAWFULLY PRESENT IN THE UNITED STATES
AND THAT THE DOCUMENT I PRESENTED ABOVE AS VERIFICATION IS TRUE.
Signature
Business/Company (if applicable)
Print Name
Address
Date:
STATE OF ARIZONA
City, State, Zip Code
COUNTY OF MARICOPA
SUBCRIBED AND SWORN to before me this ___________ day of _____________________ 2026.
[Notary Seal]
Notary Public ______________________________________
65.9.
COMPLIANCE WITH TEMPE CITY CODE
CHAPTER 2 ARTICLE VIII SECTION 2-603(5)
_________________________________________________
Per Tempe City Code Chapter 2 Article VIII Section 2-603(5), it is unlawful for a city vendor or city contractor,
because of race, color, gender, gender identify, sexual orientation, religion, national origin, familial status, age,
disability, or United States military veteran status, to refuse to hire or employ or bar or discharge from
employment any person, or to discriminate against such person in compensation, conditions, or privileges or
employment.
City vendors and contractors of fifteen (15) or more employees shall provide a copy of its antidiscrimination
policy to the city’s procurement officer to confirm compliance with this article. Employers having fourteen (14)
or less employees may attest in writing to compliance with this article.
CONTRACTOR means any person who has a contract with the City.
VENDOR means a person or firm in the business of selling or otherwise providing products, materials, or
services.
CONTRACTOR/VENDOR, select one:
Current copy of antidiscrimination policy attached.
OR
_____ I hereby certify _________________________________ (contractor/vendor) to be in compliance
with Tempe City Code Chapter 2 Article VIII Section 2-603(5).
____________________________________
Date: _____________________
Signature
____________________________________
__________________________
Print Name
Title
____________________________________
Company
65.10.
ACKNOWLEDGEMENT REGARDING LETTER IN GOOD STANDING
JOINT TEMPE-MESA SEWER REHABILITATION-2025, GMP 1
PROJECT NO. 3221025B
Signing
this
document
acknowledges
contractor’s
understanding
of
the
requirements
outlined
in
the
Contract
(Section 6.1 referencing taxes) stating the following:
6.1.
CMAR Requirements and Conditions.
6.1.1 Licenses, Taxes and Permits
Prior to execution of this Contract, CMAR must ensure all applicable taxes due by Contractor are paid in
full. At all times, the determination of applicable taxes and rates, and remitting taxes owed, shall be the
sole responsibility of Contractor.
It is the sole responsibility of the Contractor and any subcontractors to obtain a Letter of Good
Standing from the Arizona Department of Revenue prior to Contract award. Go to
https://azdor.gov/forms/collections-forms/tax-clearance-application
and
obtain
directions
regarding how to submit for the Letter of Good Standing. Submit a copy of the Letter of Good
Standing to contractor_support@tempe.gov. The Letter of Good Standing must have been issued
within the last 90 Calendar Days from the award date of the contract.
In the event a “denial” letter is received from the Arizona Department of Revenue, should any taxes owed
by the Contractor not be remitted in full prior to award along with the receipt of a Letter of Good Standing
from the Contractor, the award of the contract will not move forward.
I hereby acknowledge _________________________________ (contractor/vendor) will be in
compliance with section 6.1 at the time of a contract award.
____________________________________
Date: _____________________
Signature
____________________________________
__________________________
Print Name
Title
____________________________________
Company
65.11.
CITY ENGINEERING SECURE FACILITIES ACCESS GUIDELINES
These guidelines are applicable to all contracts that call for work to be done in any of the City’s secure facilities
and are incorporated by reference into said contracts. Contractors should be advised that there are separate
requirements for General Secure Facilities and Water Utilities Department Secure Facilities.
I.
GENERAL SECURE FACILITIES ACCESS REQUIREMENTS
The Contractor and Third-Party Construction Manager shall provide the City with a 10-year background check
for all employees, including subcontractors, working in any of the City’s secure facilities which include, but are
not limited to, the Tempe Transportation Center, East Valley Bus Operations and Maintenance Facility, Police
Department/Courts Headquarters, and Police Department substations. Background checks shall be performed by
an authorized company capable of conducting a nationwide search. Background checks shall include, at a
minimum, information regarding state and national criminal and sexual offender information, and a 5-year driving
record search. The Contractor and Third-Party Construction Manager shall be responsible for the cost of all their
employee background checks. Below is a list of automatic and discretionary disqualifiers which may disqualify
or make an individual ineligible to work at any of the City’s secure facilities. The Contractor and Third-Party
Construction Manager shall submit all employee background checks to the City of Tempe for review and
authorization before the contractor employees or subcontractors are issued a Contractor Identification Badge and
before being allowed to work at any of the City’s secure facilities. All authorized contractor, subcontractor and
third-party construction manager employees shall coordinate with the respective facility supervisor to obtain a
contractor identification badge. Contractor and Third-Party Construction Manager employees must wear their
contractor identification badge at-all-times while working at the City’s secure facility.
AUTOMATIC DISQUALIFIERS
The following will disqualify any individual who has, at any time:
•
Has known affiliations with gangs, gang members, terrorist groups and/or individuals,
•
Outstanding felony warrants,
•
Conviction for selling, producing, cultivating, or transporting marijuana for sale,
•
Conviction for producing, cultivating, or transporting any dangerous drugs or narcotics for sale.
DISCRETIONARY DISQUALIFIERS
The following may, upon review by the Tempe Police Department, make an individual ineligible to work in or
around secure areas of City Facilities:
•
Unlawful sexual misconduct;
•
DUI conviction or suspension of your Arizona driver’s license due to a DUI;
•
Commission of a felony;
•
Conviction of a felony or any offense that would be a felony if committed in Arizona;
•
Outstanding misdemeanor warrants;
•
Any other conduct or offense that could jeopardize the safety of City employees or the public; or,
•
Insufficient information.
II.
WATER UTILITIES DEPARTMENT SECURE FACILITIES ACCESS REQUIREMENTS
The Contractor and Third-Party Construction Manager shall verify that a 10-year background check has been
completed within the last 5 years for all employees, including subcontractors, working in any of the City’s Water
Utilities Department secure facilities which include, but are not limited to, the Johnny G. Martinez Water
Treatment Plant, South Tempe Water Treatment Plant, and Kyrene Water Reclamation Facility. The background
check shall include state and national criminal and sexual offender information as well as driving record
information outlined in Secure Facility Access Requirements. Background checks shall be performed by an
authorized company capable of conducting a nationwide search. Background checks shall include, at a minimum,
information regarding state and national criminal and sexual offender information, and a 5-year driving record
search. The Contractor and Third-Party Construction Manager shall be responsible for the cost of all their
employee background checks.
Contractor and Third-Party Construction Manager shall disclose any knowledge of employee criminal history
status involving the following:
•
Any felony offense;
•
Any offense involving assault or threats of violence;
•
Any theft, fraud or financial crimes offense;
•
Any arson offense;
•
Any sexual misconduct offense;
•
Any offense of misconduct involving a deadly weapon
SECURE FACILITY VERIFICATION REQUIREMENTS
The Contractor and Third-Party Construction Manager shall verify that all employee background checks have
been completed before the contractor employees or subcontractors are issued a Contractor Identification Badge
and before being allowed to work at any of the City’s Water Utilities Department secure facilities. All
authorized contractor, subcontractor and third-party construction manager employees shall coordinate with the
respective facility supervisor to obtain a contractor identification badge. Contractor and Third-Party
Construction Manager employees must wear their contractor identification badge at-all-times while working at
the City’s secure facility.
ROC-089744 | BFCONTRACTING.COM | 11011 N. 23rd Avenue| Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
December 15, 2025
Barrett Jurgemeyer, PE, Principal Civil Engineer
City of Tempe – Engineering CIP Construction, Public Works Dept
31 E Fifth Street, Garden Level
Tempe, AZ 85281
RE: Name: Joint Tempe-Mesa Sewer Rehabilitation 2025
Project No.:
3221025B
SUBJECT: Construction Manager at Risk – 100% Guaranteed Maximum Price (GMP) Rev 1
Dear Mr. Jurgemeyer,
B&F Contracting, Inc. respectfully submits, for your review and approval, our 100% Guaranteed Maximum
Price Proposal, dated 12/15/2025 for the Joint Tempe-Mesa Sewer Rehabilitation 2025 Project No.
3221025B. The following items in the below table will be completed under this 100% GMP to rehabilitate 7
manholes, CIPP line 761 LF of existing 36” sewer, CIPP line 469 LF of existing 42” sewer, and provide three
separate bypass systems to complete the work.
Item
Description
Unit
Total Quantity
1
Mobilization/Demobilization
LS
1
2
Potholing
DY
10
3
Priest & Southern Bypass System Installation And Removal
LS
1
4
College Ave Bypass System Installation And Removal
LS
1
5
Priest & 16th St. Bypass Installation And Removal
LS
1
6
Bypass Operation Priest & Southern
DY
34
7
Bypass Operation College Ave
DY
36
8
Bypass Operation Priest & 16th St.
DY
17
9
Bypass Piping Trenching & Removal
LF
973
10
Cleaning Of Existing 36" Pipe
LF
761
11
Cleaning Of Existing 42" Pipe
LF
469
12
Man Entry T-Lock Removal 42" Pipe
LF
469
13
Install 36" CIPP Lining
LF
761
14
Install 42" CIPP Lining
LF
469
15
Post-CIPP Pano Inspection
LF
1230
16
Modify & Repair Bench/Throat Interface For CIPP Installation Det 1 Sht 15
EACH
4
17
Modify & Repair Manhole Cone For CIPP Installation
EACH
1
18
Rehabilitate Manhole (Epoxy Coat)
SF
1747
19
Rehabilitate Manhole (PVC T-Lock NW31N5MH0079)
EACH
1
20
Rehab Bench & Channel Interface W/ FRP Det 2 Sht 15
EACH
2
21
Install 60-inch Diameter Polymer Concrete Insert
EACH
1
22
CCTV Manholes
EACH
7
23
Asphalt Replacement Priest (10" Thick)
SY
1245
24
Asphalt Replacement College Ave/Mill Ave (6" Thick)
SY
176
25
Replace Concrete Sidewalk
SF
75
26
Replace Concrete Scupper
SF
90
27
Replace Valley Gutter
SF
60
28
Replace Concrete Curb And Gutter
LF
30
29
General Conditions
MO
10
EXHIBIT A
···
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
2
This 100% GMP proposal was developed based on the following Project documents:
•
Project Drawings: City of Tempe Public Works Department Engineering Division, Joint Tempe-Mesa
Sewer Rehabilitation – 2025, Project No. 3221025B, Dated 10/27/25
•
Technical Specifications: Joint Tempe-Mesa Sewer Rehabilitation – 2025, Project No. 3221025B,
Dated October 27, 2025
•
Rehabilitation Design Memorandum: Joint Tempe-Mesa Sewer Rehabilitation-2025, Project No.
3221025B, Dated November 10, 2025
Project construction duration for this 100% GMP is anticipated to take 318 calendar days from project NTP
to final completion.
B&F proposes to complete the work associated with this 100% GMP for a not-to-exceed amount of
$4,943,673,81. Due to the estimating software not having rounding function, the Schedule of Values
(SOV) will be the superseding document that has been adjusted to 2 decimals for simplicity during
construction and limiting lengthy rounding errors. The cost/estimate detail included in this package is
meant for back up and will vary slightly from the SOV because of the rounding adjustments made.
Description
Amount
Contractor’s Cost
$3,364,987.71
Overhead & Profit
$403,798.53
Insurance, Bond, and Sales Tax
$278,167.57
Allowances
$896,720.00
GMP Grand Total
$4,943,673.81
B&F’s project personnel involved in the development of this 100% GMP and the proposed team for the
construction phase consists of the following personnel:
Description
Name
Email
Phone
Contract Signer
Josh Onstott
jonstott@bfcontracting.com
623-238-3792
Project Manager
Andrea Groak
Andrea.groak@bfcontracting.com 623-258-6051
Project Engineer
Mike Vicuna
Mike.vicuna@bfcontracting.com
480-528-0269
Superintendent
Oscar Chacon
ochacon@bfcontracting.com
623-687-4261
Estimator
Travis Monk
tmonk@bfcontracting.com
602-326-9282
···
ROC089744 | BFCONTRACTING.COM | 11011 North 23rd Avenue | Phoenix, AZ 85029
P: 623.582.1170 | F: 623.582.3761
3
Included in this 100% GMP package are the following documents:
•
Scope of Work, Clarifications, Assumptions, and Exclusions
•
City of Tempe GMP Proposal Form
•
Project Schedule of Values
•
Cost Detail
•
Project Schedule
•
Vendor Solicitation Summaries & Quotes
•
Project Drawings & Technical Specifications
•
Sewer Bypass Plans/Documents
We are excited about the opportunity to work with the City of Tempe and look forward to a successful
project. If you or your team have any questions or comments regarding the above items, please contact
Travis Monk at (602) 326-9282.
Sincerely,
Travis Monk – Preconstruction Manager
Tmonk@bfcontracting.com
B&F Contracting, Inc.
Travis Monk
SCOPE OF WORK
PROJECT OVERVIEW
The 100% GMP scope of work includes trenchless rehabilitation of approximately 469 linear feet of 42-inch
sewer pipe and 761 linear feet of 36-inch sewer pipe using Cured-in-Place Pipe (CIPP) lining methods.
Additionally, 7 existing manholes within the project area will be rehabilitated to restore structural integrity
and extend service life. Temporary bypass pumping will be required to divert flow during construction to
ensure uninterrupted sewer service.
SCOPE OF WORK ITEMS:
1. Mobilization / Demobilization
1. Mobilization and demobilization of equipment.
2. Setup/takedown yard, site control measures, and security fencing.
3. Water meter purchase.
4. Steel plate delivery and pickup.
5. Temporary fence delivery, pickup, and associated fuel surcharge fees.
6. Furnishing and installing 2 each project signs on spring stands to be relocated to different site
locations as required.
7. Delivery of CMP tanks for bypass suction pits.
8. Dust Permit Fee
2. Potholing
1. Includes labor and equipment costs for hydro excavation crew to perform utility locating for the
bypass trenching alignments, Priest and Southern subcut excavation, and any other
excavations that require utility locating.
3. Priest & Southern Bypass Installation and Removal
1. Setup and teardown of a flow management system designed to bypass an existing 42-inch
segment of pipe on Priest Drive south of Southern.
2. Flow management system to be installed is based on flow data from previous Western Canal
bypass system upstream. The bypass for this project is designed for a peak flow rate of 22.80
MGD (design flow rate of 34.20 MGD).
3. Existing rim to invert is approximately 25.5 feet. In order for the bypass pumps to prime and
operate appropriately B&F will need to take measures to reduce the suction lift. The flow
management system is designed and priced for B&F to surcharge flows 3.5 feet above the
existing 42-inch pipe and perform a subcut excavation of 5 feet to lower pumps closer to flow
line.
4. This bid item includes costs for performing an excavation subcut of 5 feet deep for two suction
pit setups. One subcut excavation will be approximately 80 feet long by 30 feet wide and 5 feet
deep. The second subcut area will be approximately 40 feet long by 30 feet wide and 5 feet
deep. If existing utility locations allow, suction pits will be combined into one large pit.
5. Includes haul-off and dump fees for subcut excavation and suction pit installation.
6. Includes backfilling and compacting MAG spec ABC in subcut excavation.
7. Pricing includes cutting coupons in existing 42-inch pipe for suction ports and performing
coupon repairs upon bypass completion.
8. Includes installing concrete cap over coupon repairs.
9. Includes furnishing and installing 2 each CMP tanks for suction pits and removing and
backfilling suction pits with ½ sack ABC slurry.
10. Includes setting 6 each 14” pumps at the 2 each suction pits; fusing and installing 4 each 18”
discharge pipes; all necessary manifolds, valves, appurtenances; hydro static testing of
discharge lines; and flushing and disinfecting pipe upon completion.
11. Removing and repairing discharge manhole cone.
12. Milling and recessing plates at discharge manhole.
13. Engineered stamped bypass calculations.
14. Installation and removal of manhole plugs at suction and discharge manholes.
4. College Avenue Bypass System Installation and Removal
1. Setup and teardown of a flow management system designed to bypass existing 36-inch pipe
segments along College Ave and under Highway 60.
2. Flow management system is designed for a peak flow rate of 6.072 MGD (design flow rate of
9.11 MGD) and includes bypassing the existing 36-inch sewer and existing 12-inch sewer
lateral.
3. Includes setting 3 each 12” pumps and 2 each 6” pumps; fusing and installing 1 each 18”
discharge pipe; installing and removing all necessary manifolds, valves, appurtenances; hydro
static testing of discharge lines; and flushing and disinfecting pipe upon completion.
4. Removing and repairing 1 suction manhole cone and 1 discharge manhole
5. Milling and recessing plates at discharge manhole.
6. Engineered stamped bypass calculations.
7. Installation and removal of manhole plugs at suction manholes.
5. Priest & 16th Street Bypass Installation and Removal
1. Setup and teardown of a flow management system designed to bypass an existing 48-inch
segment of pipe on Priest Drive south of 14th Street in order rehabilitate existing manhole
SW21N4MH0077.
2. Flow management system to be installed is based on flow data provided by the City of Tempe,
Preconstruction Discussions, and a Project Team agreement of designing and pricing the
bypass for a design flow rate of 20 MGD.
3. Includes haul-off and dump fees for 2 each suction pit excavations and CMP installations.
4. Pricing includes cutting coupons in existing 48-inch pipe for suction ports and performing
coupon repairs upon bypass completion.
5. Includes installing concrete cap over coupon repairs.
6. Includes furnishing and installing 2 each CMP tanks for suction pits and removing and
backfilling suction pits with ½ sack ABC slurry.
7. Includes setting 3 each 12” pumps and 3 each 8” pumps at the 2 each CMP suction pits and
existing manhole SW21N4MH0035; fusing and installing 2 each 18” discharge pipes; installing
all necessary manifolds, valves, appurtenances; hydro static testing of discharge lines; and
flushing and disinfecting pipe upon completion.
8. Removing and repairing suction manhole SW21N4MH0035’s cone and discharge manhole
SW21N4MH0001’s cone.
9. Milling and recessing plates at discharge manhole.
10. Engineered stamped bypass calculations.
11. Installation and removal of manhole plugs at suction and discharge manholes.
6. Bypass Operation – Priest & Southern
1. Includes all pump watch labor and equipment necessary to perform 24/7 bypass operations,
monitoring, spill containment, basic odor control efforts (tarping pits), and maintenance of
bypass for Priest and Southern bypass system during lining operations.
7. Bypass Operation – College Avenue
1. Includes all pump watch labor and equipment necessary to perform 24/7 bypass operations,
monitoring, spill containment, basic odor control efforts (tarping pits), and maintenance of
bypass at the College Avenue bypass system during lining operations.
8. Bypass Operation – Priest & 16th Street
1. Includes all pump watch labor and equipment necessary to perform 24/7 bypass operations,
monitoring, spill containment, basic odor control efforts (tarping pits), and maintenance of
bypass for Priest and 16th Street bypass system during lining operations.
9. Bypass Piping Trenching & Removal
1. Trenching for installation of temporary bypass discharge piping for crossings identified on
supplemental bypass exhibits.
2. Installation of traffic-rated plates for access and road crossings.
3. Includes sawcutting, asphalt removal, milling and recessing steel plates, trucking and haul-off,
and dump fees.
4. Removal of discharge piping after bypass and backfill with ½ sack ABC slurry backfill prior to
pavement restoration.
5. Estimate units based on preliminary bypass routing. Will be validated in the field prior to billing.
10. Cleaning of Existing 36” Pipe
1. Vactor cleaning crew to complete three passes with large diameter pipe cleaner and vacuum
of debris.
2. Debris removal and disposal.
11. Cleaning of Existing 42” Pipe
1. Vactor cleaning crew to complete three passes with large diameter pipe cleaner and vacuum
of debris.
2. Debris removal and disposal.
12. Man Entry T-Lock Removal 42” Pipe
1. Confined-space manual entry to remove existing deteriorated PVC T-Lock liner in the 42-inch
pipeline from MH NE32N4MH0019 to NE32N4MH0012.
2. Includes certified confined space crew, atmospheric monitoring, and rescue plan.
3. Surface prep for CIPP installation, ensuring complete removal of loose or delaminated liner.
13. Install 36” CIPP Lining
1. Installation of cured-in-place pipe (CIPP) UV liner for 36-inch sewer segments.
14. Install 42” CIPP Lining
1. Installation of cured-in-place pipe (CIPP) UV liner for 42-inch sewer segment.
15. Post CIPP Panoramic Inspection
1. Conduct post-lining panoramic (Panoramo) CCTV inspection for 36-inch and 42-inch
segments.
2. Provide high-definition inspection deliverables with electronic submittals.
16. Modify & Repair Bench/Throat Interface For CIPP Installation Det 1 Sht 15
1. Demolition of manhole bench and throat sections as necessary to accommodate CIPP liner
insertion and termination.
2. Sawcut manhole flat tops to widen the channel and then rebuild them to their original
dimensions with approved cementitious material.
3. FRP wrap manholes per Project Documents.
17. Modify & Repair Manhole Cone for CIPP Installation
1. Includes removal and replacement of the manhole cone, frame, cover, grade rings, and
reconstruction of the manhole cone.
2. Reinstalling frame, cover, grade rings, and a new collar post-CIPP lining efforts.
18. Rehabilitate Manhole (Epoxy Coat)
1. Clean and prepare substrate for new epoxy.
2. Bring manhole back to smooth profile.
3. Epoxy coat with approved vendor.
4. Qualified applicators.
5. Testing of manhole.
19. Rehabilitate Manhole (PVC T-Lock NW31N5MH0079)
1. Cleaning of existing PVC T-Lock lined manhole and preparation of substrate.
2. Preparing existing manhole by removing any loose/deteriorated material
3. Repair of damaged liner sections or joint repairs using PVC patch strips and adhesive system.
20. Rehab Bench & Channel Interface W/ FRP Det 2 Sht 15
1. Prep substrate of bench and channel interface for FRP installation.
2. FRP wrap manholes per Project Documents.
21. Install 60-inch Diameter Polymer Concrete Insert
1. Sawcutting asphalt for excavation
2. Crew to excavate and remove cone, set trench box, and mill asphalt for asphalt restoration.
3. Haul-off and dump fees.
4. Crew to install manhole insert, grout annular space, pull manhole box, and backfill excavation
with ½ sack ABC slurry.
5. Manhole adjustment crew and concrete for collar (existing manhole frame and cover to reused)
6. Composite Polymer Manhole insert material.
22. CCTV Manholes
1. CCTV inspection of 7 each manholes post rehabilitation.
23. Asphalt Replacement Priest (10" Thick)
1. Asphalt replacement for the Priest and Southern bypass trenching, suction pit subcut
excavations, discharge manhole pull location, and CIPP insertion cone pull location; and Priest
and 16th Street bypass trenching, suction pit locations, suction manhole cone pull location, and
discharge manhole pull location.
2. Includes subcontractor costs for installing 1,245 square yards of 2” surface course asphalt and
917 square yards of 8” base course asphalt to match existing asphalt thickness.
24. Asphalt Replacement College Ave/Mill Ave (6" Thick)
1. Asphalt replacement for the 36” College Ave bypass trenching for crossings, suction manhole
pull location, discharge pull location, and replacement for the NW34N4MH0048 manhole
insert installation location.
2. Includes subcontractor costs for installing 176 square yards of 2” surface course asphalt and
97 square yards of base course asphalt to match existing asphalt thickness.
25. Replace Concrete Sidewalk
1. Remove and replace existing concrete sidewalk in kind joint to joint for College Ave bypass
installation.
2. Includes costs for sawcutting, labor, equipment, forms, and concrete material.
26. Replace Concrete Scupper
1. Remove and replace existing concrete scupper in kind joint to joint for College Ave bypass
installation.
2. Includes costs for sawcutting, labor, equipment, forms, and concrete material.
27. Replace Valley Gutter
1. Remove and replace existing concrete valley gutter in kind joint to joint for College Ave bypass
installation.
2. Includes costs for sawcutting, labor, equipment, forms, and concrete material.
28. Replace Concrete Curb and Gutter
1. Remove and replace existing concrete curb and gutter in kind joint to joint for College Ave
bypass installation.
2. Includes costs for sawcutting, labor, equipment, forms, and concrete material.
29. General Conditions
1. Includes all indirect project costs to be billed monthly.
2. Costs include onsite office, yard rental, temporary facilities, utilities, trash dumpster and dump
fees, and portable toilets.
3. Drinking water and ice for the crew.
4. Field device communication (radios, phones, tablets, etc.)
5. Small tools (batteries, hand tools, saw blades, etc.)
6. Safety Supplies (hard hats, vests, glasses, gloves, masks, hearing protection, Fall protection,
Anchor Points etc.)
7. Covers project management, administration, software, permits.
8. Coordination with the City of Tempe and Mesa for site access, traffic control, and permit
approvals.
CLARIFICATIONS & ASSUMPTIONS
1. The 3 each sewer bypass systems – Priest and Southern, College Ave, and Priest and 16th
– all require 24 hours a day and 7 days week traffic control restrictions to remain in place
for the duration required to complete said scope of work.
2. Traffic control quantities and costs are based on recent comparable projects but may vary
based on unknown or changing City or ADOT requirements. Excess costs beyond
estimated value will be handled via allowance or contingency.
3. Police support is assumed for all work within 300 feet of signalized intersections or when
open trench activities impact arterial roads. Scheduling and coverage will be coordinated
with the City of Tempe. Excess costs beyond estimated value will be handled via
allowance or contingency.
4. The project is bid assuming a 5-day work week. Any deviation from this (e.g., night or
weekend work) not initiated by B&F will require compensation through allowance or
change order.
5. A dedicated team consisting of a half-time Project Manager, full-time Superintendent, and
three-quarter time Project Engineer will be assigned to this GMP scope.
6. Fuel costs are assumed at $4.00/gallon delivered. Any significant fluctuation above this
amount will be compensated through allowance or contingency.
7. All material and/or subcontractor price escalations shall be reimbursed via allowance or
contingency budgets.
8. Force majeure impacts due to economic conditions, supply chain interruptions, or inflation
that are demonstratable and validated will be reviewed for additional cost/time
compensation.
9. There are no SBE/DBE requirements associated with this GMP.
10. All indirect project costs (e.g., overhead, administrative costs, small tools, etc.) will be
invoiced monthly as part of the progress payment application process.
11. Bid pricing excludes additional traffic-rated protection measures such as K-rail, attenuator
trucks, or crash barriers unless noted. If required by the City or ADOT, costs will be added
through allowance.
12. Three stamped engineer bypass plans are included. Modifications required by agencies
after submittal may result in additional costs.
13. Dust permit fee is included in the bid. All other permits required for the work will be cost-
reimbursable via the project contingency and are not included in the base bid.
14. GMP pricing does not include 36-inch pipe man entry PVC T-Lock lining or man entry
cleaning of the pipe since existing pipe from MH SW34N4MH0015 to SW34N4MH0006 and
MH SW34N4MH0006 to NW34N4MH0055 are 36-inch VCP sewer lines.
15. One mobilization and one demobilization are included in this GMP.
16. Water for construction, including but not limited to, dust control and bypass operations,
will be reimbursed through “Construction Water” allowance appropriate backup and detail
in payment request (e.g. volume of water used for specific items and tasks.)
17. Asphalt replacement is limited to a maximum of 10” thickness on arterial streets and 6”
thickness on collector streets, unless noted otherwise. Increases due to poor base
conditions or agency request will be handled through change order or allowance.
18. GMP pricing includes cost for asphalt replacement with conventional EVAC asphalt mixes
and not rubberized asphalt mixes.
19. Bypass systems will be pressure tested to the maximum anticipated operating pressure
before live flow diversion.
20. ADOT permits for traffic control within ADOT right-of-way are assumed to be provided at
zero cost.
21. Yard/staging area rental is included as part of the General Conditions/Indirect Costs. If
additional laydown space is required due to city restriction, costs may increase.
22. Final deliverables (as-builts, O&M documentation, test reports, etc.) will be submitted
within 30 days of final acceptance by the Owner.
23. All quantities and scope are assumed accurate per the bid documents and plans. Any
quantity overages will be billed at approved unit rates via allowance or contingency.
24. Additional flow management days beyond quantities outlined in schedule of values will be
billed through allowances or change order.
25. Allowance items (e.g., police, traffic control, construction water, etc.) will be tracked,
documented, and billed only upon Owner or delegated representative’s written approval
prior to execution of additional work.
26. Bypass pipe alignment is based on preliminary field walk and best estimate, and price as
depicted in conceptual bypass exhibits provided. Changes due to unknown buried utilities,
site conditions, or other constraints will be handled via allowance, contingency, or change
order.
27. All unused portions of any project allowance will be credited back to the Owner at the end
of the project.
28. Traffic loops, if disturbed, will be reimbursed through allowance or contingency budgets.
29. CIPP Lining
1. For CIPP lining segments, no sewer laterals are identified on drawings, thus no lateral
reinstatements or connections are anticipated or included in GMP.
2. GMP does not include any point repairs to fix offset joints. If offset joints are incurred,
such as the offset joint in segment SW34N4MH0006 to NW34N4MH0055, B&F intends
on CIPP lining through offset joints. Note, slight wrinkle may occur at offset joints.
30. GMP pricing is based on all work associated with manhole inserts and/or reconstruction
will be given 24-hour traffic closures. Limited traffic control setups will increase schedule,
reduce production, and increase traffic control costs not included in proposal.
31. Unit Price Contract Administration: This GMP will be administered as a Measured
Quantity/Unit Price, Guaranteed Not‐to‐Exceed Contract. The Schedules of Values is
defined by the individual work/pay items plus fee structure, and markups. 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 will apply to Change
Orders and/or Extra Work, allowances, and contingencies. Pay Item under‐runs and/or
unused items shall fall to Project contingency 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 Contingency or Change Orders.
32. Miscellaneous Allowance of $200,000.00 shall be utilized for, but not limited to:
1. Bypass discharge piping alignment changes that differ from B&F’s conceptual bypass
plans due to utility conflicts, traffic control/pedestrian access constraints, etc.
2. If required, utility relocations required for construction of any of the three bypasses,
and specifically for the 5’ deep subcut excavation for the Priest and Southern bypass
suction pit locations.
3. The Priest and 16th Street bypass, if flows are determined to be more than the agreed
upon 20 MGD, additional efforts associated with bypass setup, suction pits, discharge
piping installation, bypass pumping equipment, bypass teardown, etc.
EXCLUSIONS
1. Scope growth in manholes post cleaning.
2. Multiple mobilization to and from the project
3. Manhole ring and covers unless.
4. Asphalt outside of the proposed quantities detailed on Schedule of Values, Project
Drawings, and Bypass Plans.
5. Lateral bypasses not identified on the plans.
6. Flow Monitoring
7. Public outreach
8. Nightwork above beyond watching pumps.
9. Railroad permits
10. Pre video of manhole rehabilitation
11. SRP permits
12. Survey
13. Engineering
14. Temporary Construction Easements
15. AOC or ATC acquisition
16. Temporary traffic signals
17. Replacement of Traffic loops
18. Material testing is excluded per 90% GMP review meeting. Material testing to be performed
by City of Tempe.
19. Utility conflicts and changes to the design and direct impacts to schedule, direct costs, and
overhead.
20. SBE Requirements
21. Any costs associated with Permits, Paving Permit/Fees, Waterline and Trench
Permit/Fees and Haul Permit/Fees are not included in the GMP, except for the dust
control permit fee.
JOC/CMAR Proposal Calculations
ENTRY IN YELLOW FIELDS ONLY
Proposal/General Conditions
3,364,987.71
$
(Cost of work, labor, material and equipment)
(1)
Subtotal
3,364,987.71
$
(1)
Overhead & Profit *(Construction Fee) % 12.00%
403,798.53
$
multiply with (1)
(2)
Add (2) +(1)
3,768,786.24
$
Subtotal (3)
Insurance * %
1.00%
37,687.86
$
multiply with (3)
(4)
add (3) + (4)
3,806,474.10
$
Subtotal (5)
Pay and Performance Bond %
1.00%
38,064.74
$
multiply with (5)
(6)
[Add (5) + (6)]
3,844,538.84
$
(7)
Taxes 5.265%
202,414.97
$
(where applicable)
(8)
multiply or enter - tax on Mat and Eqp only
Add (7) + (8)
4,046,953.81
$
Subtotal (9)
Traffic Control (Allowance)
336,000.00
$
Off Duty Police (Allowance)
227,000.00
$
Heavy Cleaning (Allowance)
13,720.00
$
Construction Water (Allowance)
25,000.00
$
Odor Control (Allowance)
75,000.00
$
Striping (Allowance)
20,000.00
$
Misc (Allowance)
200,000.00
$
896,720.00
$
Subtotal (10)
Project Total
4,943,673.81
$
[add 9+10]
Item
Description
Unit
Total Quantity
Unit Price
Total Price
1
Mobilization/Demobilization
LS
1
44,361.20
$
44,361.20
$
2
Potholing
DY
10
2,608.56
$
26,085.60
$
3
Priest & Southern Bypass System Installation And Removal
LS
1
500,364.12
$
500,364.12
$
4
College Ave Bypass System Installation And Removal
LS
1
179,575.48
$
179,575.48
$
5
Priest & 16th St. Bypass Installation And Removal
LS
1
240,923.43
$
240,923.43
$
6
Bypass Operation Priest & Southern
DY
34
12,030.59
$
409,040.06
$
7
Bypass Operation College Ave
DY
36
8,765.81
$
315,569.16
$
8
Bypass Operation Priest & 16th St.
DY
17
9,836.64
$
167,222.88
$
9
Bypass Piping Trenching & Removal
LF
973
200.88
$
195,456.24
$
10
Cleaning Of Existing 36" Pipe
LF
761
9.74
$
7,412.14
$
11
Cleaning Of Existing 42" Pipe
LF
469
10.84
$
5,083.96
$
12
Man Entry T-Lock Removal 42" Pipe
LF
469
12.13
$
5,688.97
$
13
Install 36" CIPP Lining
LF
761
211.33
$
160,822.13
$
14
Install 42" CIPP Lining
LF
469
262.25
$
122,995.25
$
15
Post-CIPP Pano Inspection
LF
1230
9.00
$
11,070.00
$
16
Modify & Repair Bench/Throat Interface For CIPP Installation Det 1 Sht 15
EACH
4
33,579.60
$
134,318.40
$
17
Modify & Repair Manhole Cone For CIPP Installation
EACH
1
13,626.68
$
13,626.68
$
18
Rehabilitate Manhole (Epoxy Coat)
SF
1747
91.09
$
159,134.23
$
19
Rehabilitate Manhole (PVC T-Lock NW31N5MH0079)
EACH
1
25,696.51
$
25,696.51
$
20
Rehab Bench & Channel Interface W/ FRP Det 2 Sht 15
EACH
2
32,736.05
$
65,472.10
$
21
Install 60-inch Diameter Polymer Concrete Insert
EACH
1
40,493.28
$
40,493.28
$
22
CCTV Manholes
EACH
7
385.00
$
2,695.00
$
23
Asphalt Replacement Priest (10" Thick)
SY
1245
96.91
$
120,652.95
$
24
Asphalt Replacement College Ave/Mill Ave (6" Thick)
SY
176
81.29
$
14,307.04
$
25
Replace Concrete Sidewalk
SF
75
80.02
$
6,001.50
$
26
Replace Concrete Scupper
SF
90
69.93
$
6,293.70
$
27
Replace Valley Gutter
SF
60
68.68
$
4,120.80
$
28
Replace Concrete Curb And Gutter
LF
30
105.63
$
3,168.90
$
29
General Conditions
MO
10
37,733.60
$
377,336.00
$
PROPOSAL/GENERAL CONDITIONS:
3,364,987.71
$
30
Overhead & Profit @ 12%
LS
1
403,798.53
$
403,798.53
$
PROPOSAL/GENERAL CONDITIONS + OH&P:
3,768,786.240
$
31
Insurance (1%)
LS
1
37,687.86
$
37,687.86
$
PROPOSAL/GENERAL CONDITIONS + OH&P + INSURANCE:
3,806,474.100
$
32
Payment and Performance Bond (1%)
LS
1
38,064.74
$
38,064.74
$
PROPOSAL/GENERAL CONDITIONS + OH&P + INSURANCE + BOND:
3,844,538.84
$
33
Sales Tax (5.265%)
LS
1
202,414.97
$
202,414.97
$
PROPOSAL/GENERAL CONDITIONS + OH&P + INSURANCE + BOND + TAX:
4,046,953.81
$
34
Traffic Control (Allowance)
AL
1
336,000.00
$
336,000.00
$
35
Off Duty Police (Allowance)
AL
1
227,000.00
$
227,000.00
$
36
Heavy Cleaning (Allowance)
HR
20
686.00
$
13,720.00
$
37
Construction Water (Allowance)
AL
1
25,000.00
$
25,000.00
$
38
Odor Control (Allowance)
AL
1
75,000.00
$
75,000.00
$
39
Striping (Allowance)
AL
1
20,000.00
$
20,000.00
$
40
Misc (Allowance)
AL
1
200,000.00
$
200,000.00
$
PROJECT TOTAL:
4,943,673.81
$
JOINT TEMPE MESA SEWER REHABILITATION - 2025
SCHEDULE OF VALUES
CITY OF TEMPE PROJECT NO - 3221025B
ID
Task Name
Duration
Start
Finish
1
3221025B JOINT TEMPE-MESA SEWER REHABILITATION - 2025
224 days
Mon 2/9/26
Wed 12/23/26
2
ADMINISTRATION & CLOSEOUT
224 days
Mon 2/9/26
Wed 12/23/26
3
NTP
0 days
Mon 2/9/26
Mon 2/9/26
4
SUBMITTALS
15 days
Mon 2/9/26
Fri 2/27/26
5
SUBSTANTIAL COMPLETION
0 days
Wed 12/9/26
Wed 12/9/26
6
STRIPING REPAIRS
3 days
Thu 12/10/26
Mon 12/14/26
7
PUNCHLIST
10 days
Thu 12/10/26
Wed 12/23/26
8
FINAL COMPLETION
0 days
Wed 12/23/26
Wed 12/23/26
9
MANHOLE REHAB SW21N4MH0077 - PRIEST DR & 16TH ST
61 days
Mon 3/2/26
Tue 5/26/26
10
MOBILIZE EQUIMENT & BYPASS
5 days
Mon 3/2/26
Fri 3/6/26
11
INSTALL SUCTION PITS
6 days
Wed 3/4/26
Wed 3/11/26
12
POTHOLE BYPASS TRENCHING ALIGNMENT
3 days
Fri 3/6/26
Tue 3/10/26
13
SAWCUT, MILL PLATES, & BYPASS TRENCHING
4 days
Thu 3/12/26
Tue 3/17/26
14
HDPE FUSION & INSTALLATION
16 days
Wed 3/4/26
Wed 3/25/26
15
DISHCHARGE MANHOLE PIPING SETUP
2 days
Thu 3/26/26
Fri 3/27/26
16
SET PUMPS & SUCTION STINGER ASSEMBLIES
8 days
Mon 3/30/26
Wed 4/8/26
17
TEST 18" HDPE DISCHARGE PIPING
2 days
Thu 4/9/26
Fri 4/10/26
18
SET PLUGS
1 day
Mon 4/13/26
Mon 4/13/26
19
REHABILITATE MH SW21N4MH0077
9 days
Tue 4/14/26
Fri 4/24/26
20
TEST MANHOLE
1 day
Mon 4/27/26
Mon 4/27/26
21
POST PANO MANHOLE FOR INSPECTION
1 day
Tue 4/28/26
Tue 4/28/26
22
REMOVE PLUGS & SHUT DOWN BYPASS
1 day
Wed 4/29/26
Wed 4/29/26
23
REMOVE BYPASS
10 days
Thu 4/30/26
Wed 5/13/26
24
BACKFILL BYPASS TRENCHES
2 days
Wed 5/6/26
Thu 5/7/26
25
RESTORE SUCTION MANHOLE CONE AND DISCHARGE MANHOLE
CONE
2 days
Fri 5/8/26
Mon 5/11/26
26
REPAIR COUPONS
3 days
Tue 5/12/26
Thu 5/14/26
27
CONCRETE CAP COUPONS
2 days
Thu 5/14/26
Fri 5/15/26
28
REMOVE CMP & BACKFILL SUCTION PITS
4 days
Mon 5/18/26
Thu 5/21/26
29
ASPHALT PREP & PAVE
2 days
Fri 5/22/26
Tue 5/26/26
30
MANHOLE REHAB
31 days
Wed 5/27/26
Wed 7/8/26
31
SW21N4MH0091 (EPOXY COAT)
7 days
Wed 5/27/26
Thu 6/4/26
32
SW21N4MH0049 (EPOXY COAT)
7 days
Fri 6/5/26
Mon 6/15/26
33
NW16N4MH0006 (EPOXY COAT)
11 days
Tue 6/16/26
Tue 6/30/26
34
NW31N5MH0079 (PVC T-LOCK)
5 days
Wed 7/1/26
Tue 7/7/26
35
POST PANO MANHOLE INSPECTIONS
1 day
Wed 7/8/26
Wed 7/8/26
36
COLLEGE AVE CIPP LINING
63 days
Thu 5/14/26
Tue 8/11/26
37
MOBILIZE EQUIPMENT & BYPASS
3 days
Thu 5/14/26
Mon 5/18/26
38
HDPE FUSION & INSTALLATION
13 days
Tue 5/19/26
Fri 6/5/26
39
POTHOLE BYPASS TRENCHING ALIGNMENT
4 days
Tue 5/19/26
Fri 5/22/26
40
SAWCUT, MILL PLATES, & BYPASS TRENCHING
4 days
Tue 5/26/26
Fri 5/29/26
41
REMOVE SUCTION MANHOLE CONE
2 days
Mon 6/1/26
Tue 6/2/26
42
REMOVE DISCHARGE MANHOLE
2 days
Wed 6/3/26
Thu 6/4/26
43
SET PUMPS & STINGER ASSEMBLIES
5 days
Fri 6/5/26
Thu 6/11/26
44
TEST BYPASS DISCHARGE PIPING
2 days
Fri 6/12/26
Mon 6/15/26
45
SET PLUGS
1 day
Tue 6/16/26
Tue 6/16/26
46
NW34N4MH0048 INSERT INSTALLATION
10 days
Wed 6/17/26
Tue 6/30/26
2/9
SUBMITTALS
12/9
STRIPING REPAIRS
PUNCHLIST
12/23
MOBILIZE EQUIMENT & BYPASS
INSTALL SUCTION PITS
POTHOLE BYPASS TRENCHING ALIGNMENT
SAWCUT, MILL PLATES, & BYPASS TRENCHING
HDPE FUSION & INSTALLATION
DISHCHARGE MANHOLE PIPING SETUP
SET PUMPS & SUCTION STINGER ASSEMBLIES
TEST 18" HDPE DISCHARGE PIPING
SET PLUGS
REHABILITATE MH SW21N4MH0077
TEST MANHOLE
POST PANO MANHOLE FOR INSPECTION
REMOVE PLUGS & SHUT DOWN BYPASS
REMOVE BYPASS
BACKFILL BYPASS TRENCHES
RESTORE SUCTION MANHOLE CONE AND DISCHARGE MANHOLE CONE
REPAIR COUPONS
CONCRETE CAP COUPONS
REMOVE CMP & BACKFILL SUCTION PITS
ASPHALT PREP & PAVE
SW21N4MH0091 (EPOXY COAT)
SW21N4MH0049 (EPOXY COAT)
NW16N4MH0006 (EPOXY COAT)
NW31N5MH0079 (PVC T-LOCK)
POST PANO MANHOLE INSPECTIONS
MOBILIZE EQUIPMENT & BYPASS
HDPE FUSION & INSTALLATION
POTHOLE BYPASS TRENCHING ALIGNMENT
SAWCUT, MILL PLATES, & BYPASS TRENCHING
REMOVE SUCTION MANHOLE CONE
REMOVE DISCHARGE MANHOLE
SET PUMPS & STINGER ASSEMBLIES
TEST BYPASS DISCHARGE PIPING
SET PLUGS
NW34N4MH0048 INSERT INSTALLATION
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Qtr 1, 2026
Qtr 2, 2026
Qtr 3, 2026
Qtr 4, 2026
Qtr 1, 2027
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: 3221025B Joint Tempe
Date: Mon 12/15/25
ID
Task Name
Duration
Start
Finish
47
NW34N4MH0052 REHAB
8 days
Wed 7/1/26
Fri 7/10/26
48
CIPP CHANNEL & BENCH MODIFICATONS
5 days
Wed 6/17/26
Tue 6/23/26
49
CLEAN & CCTV TWO 36-INCH SEWER SEGMENTS
2 days
Wed 6/24/26
Thu 6/25/26
50
CCTV REVIEW & ACCEPTANCE OF SEWER SEGMENT TO CIPP
1 day
Fri 6/26/26
Fri 6/26/26
51
CIPP LINE 761 LF OF 36-INCH SEWER
4 days
Mon 6/29/26
Thu 7/2/26
52
REBUILD CHANNEL AND BENCHES FOR CIPP MANHOLES
5 days
Fri 7/3/26
Thu 7/9/26
53
BENCH/THROAT INTERFACE REPAIRS @ 2 CIPP MANHOLES
8 days
Tue 7/7/26
Thu 7/16/26
54
POST PANO CIPP & MANHOLES
1 day
Fri 7/17/26
Fri 7/17/26
55
CIPP PANO REVIEW AND ACCEPTANCE
1 day
Mon 7/20/26
Mon 7/20/26
56
REMOVE PLUGS AND SHUTDOWN BYPASS
1 day
Tue 7/21/26
Tue 7/21/26
57
REMOVE BYPASS
9 days
Wed 7/22/26
Mon 8/3/26
58
BACKFILL BYPASS TRENCHES
3 days
Fri 7/24/26
Tue 7/28/26
59
RESTORE SUCTION MANHOLE & DISCHARGE CONE
4 days
Wed 7/29/26
Mon 8/3/26
60
CONCRETE RESTORATION
4 days
Tue 8/4/26
Fri 8/7/26
61
ASPHALT PREP & PAVE
2 days
Mon 8/10/26
Tue 8/11/26
62
PRIEST & SOUTHERN CIPP LINING
89 days
Tue 8/4/26
Wed 12/9/26
63
MOBILIZE EQUIMENT & BYPASS
5 days
Tue 8/4/26
Mon 8/10/26
64
SUBCUT 5' DEEP FOR BYPASS SUCTION PITS
10 days
Thu 8/6/26
Wed 8/19/26
65
INSTALL SUCTION PITS & CMP
8 days
Thu 8/20/26
Mon 8/31/26
66
POTHOLE BYPASS TRENCHING ALIGNMENT
2 days
Thu 8/20/26
Fri 8/21/26
67
SAWCUT, MILL PLATES, & BYPASS TRENCHING
4 days
Mon 8/24/26
Thu 8/27/26
68
HDPE FUSION & INSTALLATION
16 days
Wed 8/12/26
Wed 9/2/26
69
DISHCHARGE MANHOLE & PIPING SETUP
2 days
Thu 9/3/26
Fri 9/4/26
70
SET PUMPS & SUCTION STINGER ASSEMBLIES
9 days
Tue 9/8/26
Fri 9/18/26
71
TEST 18" HDPE DISCHARGE PIPING
4 days
Mon 9/21/26
Thu 9/24/26
72
SET PLUGS
1 day
Fri 9/25/26
Fri 9/25/26
73
CIPP MH CHANNEL & BENCH MODIFICATONS
4 days
Mon 9/28/26
Thu 10/1/26
74
CLEAN 42-INCH SEWER SEGMENT
1 day
Fri 10/2/26
Fri 10/2/26
75
MAN ENTRY T-LOCK CLEANING & REMOVAL
2 days
Mon 10/5/26
Tue 10/6/26
76
POST-CLEANING CCTV
1 day
Wed 10/7/26
Wed 10/7/26
77
CCTV REVIEW & ACCEPTANCE OF PIPE CLEANING/PREP
1 day
Thu 10/8/26
Thu 10/8/26
78
CIPP LINE 469 LF OF 36-INCH SEWER
2 days
Fri 10/9/26
Mon 10/12/26
79
REBUILD CHANNEL AND BENCHES AT CIPP MANHOLE
4 days
Tue 10/13/26
Fri 10/16/26
80
BENCH/THROAT INTERFACE REPAIRS
7 days
Thu 10/15/26
Fri 10/23/26
81
RESTORE CIPP INSERTION MANHOLE CONE
1 day
Mon 10/26/26
Mon 10/26/26
82
POST PANO CIPP & MANHOLES
1 day
Tue 10/27/26
Tue 10/27/26
83
CIPP PANO REVIEW & ACCEPTANCE
1 day
Wed 10/28/26
Wed 10/28/26
84
REMOVE PLUGS & SHUT DOWN BYPASS
1 day
Thu 10/29/26
Thu 10/29/26
85
REMOVE BYPASS
16 days
Fri 10/30/26
Fri 11/20/26
86
BACKFILL BYPASS TRENCHES
3 days
Wed 11/4/26
Fri 11/6/26
87
REPAIR COUPONS
4 days
Mon 11/9/26
Thu 11/12/26
88
CONCRETE CAP COUPONS
4 days
Wed 11/11/26
Mon 11/16/26
89
REMOVE CMP & BACKFILL SUCTION PITS
6 days
Fri 11/13/26
Fri 11/20/26
90
BACKFILL BYPASS SUCTION PIT SUBCUT AREAS
8 days
Mon 11/23/26
Fri 12/4/26
91
ASPHALT PREP & PAVE
3 days
Mon 12/7/26
Wed 12/9/26
NW34N4MH0052 REHAB
CIPP CHANNEL & BENCH MODIFICATONS
CLEAN & CCTV TWO 36-INCH SEWER SEGMENTS
CCTV REVIEW & ACCEPTANCE OF SEWER SEGMENT TO CIPP
CIPP LINE 761 LF OF 36-INCH SEWER
REBUILD CHANNEL AND BENCHES FOR CIPP MANHOLES
BENCH/THROAT INTERFACE REPAIRS @ 2 CIPP MANHOLES
POST PANO CIPP & MANHOLES
CIPP PANO REVIEW AND ACCEPTANCE
REMOVE PLUGS AND SHUTDOWN BYPASS
REMOVE BYPASS
BACKFILL BYPASS TRENCHES
RESTORE SUCTION MANHOLE & DISCHARGE CONE
CONCRETE RESTORATION
ASPHALT PREP & PAVE
MOBILIZE EQUIMENT & BYPASS
SUBCUT 5' DEEP FOR BYPASS SUCTION PITS
INSTALL SUCTION PITS & CMP
POTHOLE BYPASS TRENCHING ALIGNMENT
SAWCUT, MILL PLATES, & BYPASS TRENCHING
HDPE FUSION & INSTALLATION
DISHCHARGE MANHOLE & PIPING SETUP
SET PUMPS & SUCTION STINGER ASSEMBLIES
TEST 18" HDPE DISCHARGE PIPING
SET PLUGS
CIPP MH CHANNEL & BENCH MODIFICATONS
CLEAN 42-INCH SEWER SEGMENT
MAN ENTRY T-LOCK CLEANING & REMOVAL
POST-CLEANING CCTV
CCTV REVIEW & ACCEPTANCE OF PIPE CLEANING/PREP
CIPP LINE 469 LF OF 36-INCH SEWER
REBUILD CHANNEL AND BENCHES AT CIPP MANHOLE
BENCH/THROAT INTERFACE REPAIRS
RESTORE CIPP INSERTION MANHOLE CONE
POST PANO CIPP & MANHOLES
CIPP PANO REVIEW & ACCEPTANCE
REMOVE PLUGS & SHUT DOWN BYPASS
REMOVE BYPASS
BACKFILL BYPASS TRENCHES
REPAIR COUPONS
CONCRETE CAP COUPONS
REMOVE CMP & BACKFILL SUCTION PIT
BACKFILL BYPASS SUCTION PIT SU
ASPHALT PREP & PAVE
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Qtr 1, 2026
Qtr 2, 2026
Qtr 3, 2026
Qtr 4, 2026
Qtr 1, 2027
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 2
Project: 3221025B Joint Tempe
Date: Mon 12/15/25
TRADE/ MATERIAL
COMPANY
PRICE
SELECTED
CIPP LINING
B&F (Self-Perform)
$ 269,889.27
Selected as Lowest Bidder
Insituform
$ 482,968.00
SAK
$ 693,760.00
EPOXY COATING
B&F (Self-Perform)
$ 159,138.42
Selected as Lowest Bidder
JPCI
$ 176,000.00
FRP REHAB
B&F (Self-Perform)
$ 162,873.54
Selected as Lowest Bidder
JPCI
$ 169,500.00
PVC T-LOCK MANHOLE REHAB
Sonco
$ 23,250.00
Only qualified bidder
ASPHALT REPLACEMENT
P1 Paving
$ 148,678.00
Selected as lowest bidder
YSC
$ 177,840.65
Vortex
$ 177,941.04
COMPOSITE MANHOLE INSERT
Armorock
$ 16,070.00
Only Bidder
Rock Hard by P3 Polymers
No Bid
READY-MIX
AZ Materials
$ 120,468.91
Selected
Martin Marietta
$ 127,424.00
Desert Ready Mix
$ 127,361.75
Selected
MAG SPEC ABC
Desert Ready Mix
$22.50/Ton
Selected as Lowest Bidder
Insearch
$22.95/Ton
Cemex
$23.65/Ton
VENDOR SOLICITATION & SELECTION SUMMARY
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Total Price
Priest & Southern Scope of Work
882
SY
83.00
$
73,206.00
$
102.36
$
90,280.81
$
-
$
-
$
2" AC Surface Course
882
SY
-
$
-
$
-
$
-
$
23.76
$
20,956.32
$
8" AC Base Course
713
SY
-
$
-
$
-
$
-
$
78.56
$
56,013.28
$
Finegrading/Prep
713
SY
-
$
-
$
-
$
-
$
6.94
$
4,948.22
$
College Ave Scope of Work
169
SY
73.00
$
12,337.00
$
100.19
$
16,932.00
$
-
$
-
$
2" AC Surface Course
169
SY
-
$
-
$
-
$
-
$
40.86
$
6,905.34
$
4" AC Base Course
86
SY
-
$
-
$
-
$
-
$
72.12
$
6,202.32
$
Finegrading/Prep
86
SY
-
$
-
$
-
$
-
$
33.36
$
2,868.96
$
Priest & 16th St Scope of Work
690
SY
91.50
$
63,135.00
$
102.36
$
70,627.84
$
-
$
-
$
2" AC Surface Course
690
SY
-
$
-
$
23.56
$
16,256.40
$
8" AC Base Course
523
SY
-
$
-
$
86.97
$
45,485.31
$
Finegrading/Prep
523
SY
-
$
-
$
12.15
$
6,354.45
$
Mobilizations
3
EA
-
$
-
$
-
$
-
$
2,997.00
$
8,991.00
$
Crack Seal
2508
LF
-
$
-
$
-
$
-
$
1.18
$
2,959.44
$
148,678.00
$
177,840.65
$
177,941.04
$
TOTAL PRICE
BID RESULTS: ASPHALT REPLACEMENT
P1 Paving
YSC
Vortex
Unit Price
Unit Price
Unit Price
ACCEPTED:
The above prices and scope of work are accepted
Buyer:
Signature:
Date:
CONFIRMED:
P1 PAVING AND CONSTRUCTION, LLC.
Matt Tormey
Signature:
Date:
10/16/2025
P1 Paving and Construction LLC.
8550 n 91st ave, Suite 65
Peoria AZ, 85345
P1Paving.com
To: TRAVIS MONK
Company: B&F CONTRACTING
Address: TEMPE CMAR
Project: TEMPE CMAR
Matt Tormey
602-359-1393
Matt@p1paving.com
Item Description
Quantity
Unit
Total price
1 Priest and Southern - May 2026
Furnish, place and compact 10" depth AC
720 SY at 8" depth and 878 SY at 2" depth
878
SY
$83.00
$72,874.00
2 College Ave & Baseline - July 2026 - Asphalt price good till end of July
Furnish, place and compact 6" depth AC
78 SY at 4" depth and 159 SY at 2" depth
159
SY
$73.00
$11,607.00
3 Priest and Southern - November 2026 - Asphalt price good till end of Nov.
Furnish, place and compact 10" depth AC
512 SY at 8" depth and 656 SY at 2" depth
656
SY
$91.50
$60,024.00
Total Bid Price:
$144,505.00
• Final invoice will be for the above quantity, if quantity is reduced P1 Paving must be notified and will need to re-bid
• Should the actual asphalt thickness exceed the asphalt thickness included in this proposal, the owner will be responsible for additional
costs
• Final quantitys greater than the above proposal will be billed at the same unit price
• Saw cutting is NOT included unless specifically stated in the above proposal
• Price is based on water being available on-site
• Any pre-existing ADA compliance issues are excluded
• Work performed on weekends WILL incur additional costs unless specifically stated in proposal
• P1 Paving is not responsible for ponding water where the grade is less than 2%
• P1 Paving is not responsible for pedestrian / bicycle / any traffic that travels through fresh concrete
• P1 Paving is not responsible for any utility lines that could be damaged through normal work
• Overlay projects are subject to reflective cracking and are not warrantied
• This proposal is valid for 30 days from submittal. After 30 days all proposals must be reviewed by P1 Paving and Construction
Young, Swenson Cross Paving, Inc.
1329 E. Gibson Lane, Phoenix, AZ 85034
Phone: 602-254-7474, Fax 602-254-7476
License #: ROC299308
Bid To:
B&F Contracting, Inc.
Date:
Travis Monk
Estimate #:
11011 N. 23rd Ave.
Phoenix, AZ. 85029
Project Name:
Tempe/Mesa Sewer Rehab CMAR
Phone:
Project Address:
Various Locations
e-mail: tmonk@bfcontracting.com
Tempe/Mesa, AZ.
Bid Detail
Assuming 10" Thick
A.
Install 10" of Asphalt to (12) areas that total approximately 1,534 SY.
$157,019
1. Apply tack to existing saw cut edges.
2. Install new 3/4" EVAC Gyratory hot mix asphalt to a depth of 3", and compact to proper density.
3. Install new 3/4" EVAC Gyratory hot mix asphalt to a depth of 2.5", and compact to proper density.
4. Install new 3/4" EVAC Gyratory hot mix asphalt to a depth of 2.5", and compact to proper density.
5. Saw cut asphalt in prepartation for removal.
6. Demo, remove, and haul away exisiting asphalt for T-top.
7. Apply tack to existing asphalt surface .
8. Install new 1/2" EVAC Gyratory hot mix asphalt to a depth of 2", and compact to proper density.
9. Use hot rubber sealant to seal all joints of the newly installed asphalt.
NOTE:
Includes (2) weekday mobilizations.
NOTE:
Asphalt to be installed in (4) lifts.
NOTE:
Area is to be at proper grade (+/- 0.25") and base compacted to proper density by others.
NOTE:
Additional paving mobilization charges will be at $3,800 each.
Assuming 6" Thick
B.
Install 6" of Asphalt to (5) areas that total approximately 159 SY.
$16,932
1. Apply tack to existing saw cut edges.
2. Install new 3/4" EVAC Gyratory hot mix asphalt to a depth of 3.5", and compact to proper density.
3. Saw cut asphalt in prepartation for removal.
4. Demo, remove, and haul away exisiting asphalt for T-top.
5. Apply tack to existing asphalt surface .
6. Install new 1/2" EVAC Gyratory hot mix asphalt to a depth of 2.5", and compact to proper density.
7. Use hot rubber sealant to seal all joints of the newly installed asphalt.
NOTE:
Includes (1) weekday mobilization.
NOTE:
Asphalt to be installed in (2) lifts.
NOTE:
Area is to be at proper grade (+/- 0.25") and base compacted to proper density by others.
NOTE:
Additional paving mobilization charges will be at $3,800 each.
NOTE:
YSC Paving, Inc. will not be held responsible for any settling of asphalt due to
subgrade/ABC preparation by OTHERS.
NOTE:
Includes demo and removal of existing materials for T-top.
NOTE:
Any additional square yards patched back will be billed via change order.
NOTE:
Excludes traffic control / barricades, Slurry Seal, Fog Seal, Engineering, Survey, Testing, Permits, or any
other items not specified above.
NOTE:
Changes in the asphalt thickness will require a signed change order prior to paving.
Total: $173,951
ESTIMATE
10/28/2025
CC25112
623-582-1170
WHERE SUCCESSFUL PROJECTS BEGIN.
Pricing is valid until 3/30/2026, if we receive a subcontract by 11/28/2025.
Page 1 of 2
Young, Swenson Cross Paving, Inc.
1329 E. Gibson Lane, Phoenix, AZ 85034
Phone: 602-254-7474, Fax 602-254-7476
License #: ROC299308
TERMS AND CONDITIONS:
Price includes (unless otherwise stated) 1 weekday mobilization, equipment, labor, license, and materials. Weekend work is extra.
Sprinkler and irrigation water to be turned off for the duration of projects by owner.
A two(2) year warranty on all workmanship, labor, and materials (except ordinary wear/abuse, failure due to work placed by Others)
is standard.
Price EXCLUDES engineering, testing, inspection, permits, bonds, utility adjustments, utility asphalt repairs, stripes, sawcut,
prime coat, soil sterilant, colored concrete, Rip Rap, spillways, extruded curb, parking blocks, encasements, drywells, trenches,
demolition, environmental controls, ABC, private utility locators, traffic control plans, or any other items unless specifically noted.
Seal Coat and Slurry Seal adhesion cannot be guaranteed on heavily oil contaminated areas.
Tire marks due to hard steering, hot weather, abuse are normal and unavoidable and should not be concern.
YSC is not responsible for drainage on projects with less than 1% fall, subgrade deficiencies, damage to underground utilities
or survey monuments not located by Blue Stake "811" or for private lines by owner prior to start of work.
Material prices are good for 30 days from the date on the estimate unless otherwise stated. ****See Market Volatility note above.
Unless stated specifically in the above scope YSC Paving, Inc. is not responsible for making any site conditions or improvements
ADA compliant. It is recommended that the client use a certified ADA consultant for site evaluations and recommendations as
required by applicable Federal and State laws. YSC Paving will then make the recommended changes and additional charges will
apply.
PRELIMINARY / LIEN PROCEDURES: A preliminary notice will be mailed within 20 days, from the start of the project. This is
NOT A LIEN and is NOT RECORDED AGAINST YOUR PROPERTY.
This notice will be mailed to the owner, construction lender, general contractor, and/or owner/owner's agent in order to preserve the
claimant's right to later file a mechanic's lien or make claim against a payment bond if he or she is not paid. This Pre-lien is also
for your protection. It informs you, at the outset of the claimant's work, of the type and dollar range of the materials or services
to be provided to your project. This allows you to track payments downstream to the claimant, and in return, collect partial and
final lien waivers throughout the project. The Pre-lien enables you to make sure the appropriate parties are paid, and to minimize
the chance of a mechanic's lien or a bond claim at the conclusion of the project. NOTE: You may also receive other Pre-liens
from other subcontractors, suppliers, or similar entities involved in you project.
Any deviations from the specifications involving extra costs will become an extra charge above the estimate.
The above proposal is not intended to be used as specifications for other vendors or contractors.
All sales tax included in total.
Payment terms to be - 50% Down and Balance due upon completion of project.
Payment can be made by Check, ACH transfer, or Credit Card (Visa, Mastercard). A processing fee of 3% will be applied to
all credit card payments.
Total: $173,951
The above prices, specifications, and conditions
are satisfactory and are hereby accepted. You
Date:
Print Name & Title:
are authorized to do the work as specified.
Signature:
CC25112
Acceptance of Estimate #
Submitted By:
Chris Cathcart
602-254-7474
chris@yscpaving.com
Page 2 of 2
Date:
Bid #:
Item #
Description
Quantity
Unit
Unit Price
Total
1
Priest and Southern - Arterial Street (Finegrade ABC)
720
SY
6.94
$
4,996.80
$
2
Priest and Southern - Arterial Street (Base Course 8")
720
SY
78.56
$
56,563.20
$
3
Priest and Southern - Arterial Street (Surface Course 2")
878
SY
23.76
$
20,861.28
$
4
College Ave n/o Baseline – Collector Street (Finegrade ABC)
78
SY
33.36
$
2,602.08
$
5
College Ave n/o Baseline – Collector Street (4" Base Course)
78
SY
72.12
$
5,625.36
$
6
College Ave n/o Baseline – Collector Street (2" Surface Course)
159
SY
40.86
$
6,496.74
$
7
Priest and Southern – Arterial Street (Finegrade ABC)
512
SY
12.15
$
6,220.80
$
8
Priest and Southern – Arterial Street (8" Base Course)
512
SY
86.97
$
44,528.64
$
9
Priest and Southern – Arterial Street (2" Surface Course)
656
SY
23.56
$
15,455.36
$
10
Crack Seal Joints using Crafco Poly III
2,508
LF
1.18
$
2,959.44
$
11
Mobilization
3
EA
2,997.00
$
8,991.00
$
Total:
$175,300.70
Notes:
1
2
Accepted By:______________________________________________Date:_______________
BID PROPOSAL
10/16/2025
AZ ROC # 346003
Client:
Job:
Excludes: Bonds, Permits, Sales Tax, Quality Control Testing, Survey, Water Buy (Hydrants to be Provided by Owner), Inspection
Fees, Unsuitable Subgrade, Removals from other trades, Temp. Fencing, Pedestrian Access, Portable Toilets, Private Locating,
Potholing, Layout, AC Material Escalations after 12/31/26, Slurry Seal, Asphalt and ABC Escalations after 12/31/26, Special
Inspections and Insurance, Certified Payroll or Prevailing wages, SWPPP, Dust Permit, Hazardous Materials, Landscaping or
Decorative Rock, Sawcutting or Removal of Sawcuts
Asphalt Priced to Utilize EVAC PG 70-10 Conventional Mix. ABC to be turned over to Vortex within .1'. Each Site to be completed in
1 Mobilization for Consecutive Finegrading and Paving Operation. Vortex to mobilize to site when entire area is within .1' per
email from Travis Monk. Unit Pricing Based on 3 Mobilizations.
B&F Contracting
COT - COM Joint Sewer MH Rehab
Joint Tempe - Mesa Sewer Rehab CMAR
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Total Price
36" Mobilization
1
LS
30,000.00
$
30,000.00
$
13,000.00
$
13,000.00
$
12,466.87
$
12,466.87
$
Furinsh & Install 36" CIPP Liner
761
LF
500.00
$
380,500.00
$
325.00
$
247,325.00
$
183.06
$
139,308.66
$
42" Mobilization
1
LS
30,000.00
$
30,000.00
$
13,000.00
$
13,000.00
$
9,666.87
$
9,666.87
$
Furinsh & Install 42" CIPP Liner
469
LF
540.00
$
253,260.00
$
447.00
$
209,643.00
$
231.23
$
108,446.87
$
693,760.00
$
482,968.00
$
269,889.27
$
TOTAL PRICE
BID RESULTS: CIPP LINING
SAK Construction
Insituform
B&F Contracting
Unit Price
Unit Price
Unit Price
CONTRACTOR LICENSE & REGISTRATION NUMBERS: AZ – 277787 UT – 6981198-5501 NM – 374011
CA – 758411 OR – 133115 WA – INSITTL883CW NV – 0048110 HI – 21894 AK – 25830
9/25/2025
Project Proposal
Re:
Joint Tempe – Mesa Sewer Rehabilitation Project – 2025 – CIPP Lining
Project No. 3221025B
Tempe, AZ
Attn:
Travis Monk
B&F Contracting, Inc.
INSITUFORM TECHNOLOGIES, LLC herein proposes to furnish a Proposal for the labor, materials, equipment, and
services set forth below to reconstruct the referenced project. The following prices should be considered
confidential.
PROPOSAL PRICING
Bid
Item
Description
Quantity Unit
Unit Cost
Amount
1
Mobilization 36” CIPP Liner
1
LS
$ 13,000.00
$ 13,000.00
2
Furnish & Install 36” CIPP Liner
761
LF
$ 325.00
$ 247,325.00
3
Mobilization 42” CIPP Liner
1
LS
$ 13,000.00
$ 13,000.00
4
Furnish & Install 42” CIPP Liner
469
LF
$ 447.00
$ 209,643.00
TOTAL
$ 482,968.00
Lining only (See full list of Inclusions &
Exclusions below)
ASSUMPTIONS AND QUALIFICATIONS
Insituform Technologies, LLC (Insituform) have based this proposal on a nominal wall thickness for the Insitutube
as shown in the specifications or derived from general, industry accepted specifications and design criteria. This is
based on the best available information at the time of this proposal. Existing pipe deterioration in excess of the
conditions assumed, ground water loads in excess of those assumed, or other loads or conditions may increase
the recommended thickness for all or portions of the work. Final recommendations may be submitted to you
following the completion of the preliminary TV phase of the project. Stated prices are subject to adjustment if
design changes are agreed upon.
Insituform is a NON-union shop, is considered a specialty contractor, and shall not be subject to any union
requirements or project labor agreements.
Water shall be provided at no cost to Insituform for all construction phases of this project. Insituform will follow all
required deposit, backflow prevention, and metering procedures. We estimate that 135,000 gallons of water will be
required for the 36” CIPP installation, and 110,000 gallons of water will be required for the 42” CIPP installation.
Access requirements for existing pipeline to be rehabilitated shall be provided by Owner and/or Prime Contractor –
includes entry and exit access approved from Insituform Project Manager and/or Field Engineer. This includes
manhole cone removal and bench opening at manholes MH 0012 and MH 0015, which will be our two installation
locations.
Insituform Proposal
Page 2 of 3
We anticipate 4 days for installation of the 36” CIPP liner and 3 days for installation of the 42” liner. We anticipate a
lead time of 4 to 6 weeks for procurement of the CIPP liner after the pre-installation CCTV inspection and pipe
diameter measurements are completed. We have crews and resources available, and will coordinate with B&F to
meet the project schedule.
Specific service connections, if encountered, will not be reconnected only when written directions are received
from the Owner. The Owner will indemnify and hold Insituform harmless from all claims arising from backups and
other effects of such actions or inactions from services not opened at the Owner’s request. In the event that
Insituform is unable to locate or reconnect a service lateral internally, the Prime Contractor will externally
reconnect the service and repair any damages to the CIPP at no cost to Insituform.
PROPOSAL INCLUSIONS
Insituform proposal pricing includes only the items listed below; other items, scope of work, and/or project
requirements are not part of the Insituform proposal pricing:
1. Two mobilizations and demobilizations - based on a mutually agreeable schedule between Insituform
and the Owner and/or Prime Contractor. The Owner and/or Prime Contractor needs to give Insituform
at least one-week advance notice of any changes to the mutually agreed upon schedule. If through no
fault of Insituform the mutually agreed upon schedule changes with less than one-week notice, then
Insituform may charge the Owner and/or Prime Contractor an additional mobilization charge and any
potential lost materials including but not limited to tube already “wetout”.
2. Installation of Cured-In-Place Pipe (CIPP) lining per ASTM F1216 Cured-In-Place Pipe Lining including
inversion, curing, and finishing. Insituform will utilize a polyester resin system.
3. CCTV, post-installation.
4. Confined space safe entry practices.
5. As specified standard construction warranty.
6. Certificate of insurance with a standard coverage.
PROPOSAL EXCLUSIONS
Insituform proposal pricing excludes all items and scope of work listed below. These items, if needed or found to
be applicable, would be provided by Insituform at your additional cost; or would be furnished by others, at your
direction, at no cost to Insituform:
1. Bypass Pumping
2. Traffic Control
3. Cleaning and CCTV, pre-installation.
4. Heavy cleaning, mechanical cleaning.
5. T-Lock PVC Liner Repair
6. Removal/installation of fittings or valves
7. Internal lateral reinstatement.
8. Lateral Sealing – Top Hats by others
9. Manhole installation, rehabilitation, and/or replacement
10. Manhole cone removal and bench widening.
11. FRP sealing at manholes per Detail 1 on Sheet 14 of the project drawings.
12. Point repairs, if required, prior to lining
13. Excavation of any kind
14. Filling of annular space between casing and host pipe
15. Water for curing of CIPP installation
16. Trenchless point repairs or sectional liners
17. Removal of manhole cones for access to sewer pipe – none are expected
18. Restorations, finished surface repairs (e.g. landscaping, sidewalk, road repairs), or any finished surface
repairs required by the owner.
19. Archaeological Monitoring
20. Owner or General Contractor to provide access to water from fire hydrants within a convenient distance
from each cleaning and inversion site location
21. If any hazardous or toxic materials are encountered during the project, the Owner will be responsible for
the removal and disposal of the materials.
22. Any special permits or licenses
23. State and local sales and/or use taxes are excluded, including gross receipts. If the project is exempt,
please submit the appropriate documentation.
Insituform Proposal
Page 3 of 3
24. Additional premiums for special insurance coverage(s) required by you or other parties particular to this
project.
25. Performance and payment bond not included but is available upon request. If required, please add 2.5%
to the total project cost.
26. Stamped Designs.
PROPOSAL TERMS AND CONDITIONS
a) When CIPP is required to negotiate bends or defects in the host pipe, there is a tendency to experience
wrinkling in the installed CIPP around the inside radius of the bend or in the area where the host pipe defect is
located. This is normal and should be expected. It will not affect the structural integrity of the finished product.
Insituform Technologies, LLC will not be liable for repairs or penalties due to wrinkles in the CIPP at the
locations of bends or defects in the host pipe.
b) Limits of Liability. In consideration of INSITUFORM TECHNOLOGIES, LLC agreement to maintain no less than
$5,000,000 of comprehensive general liability insurance in the form required by the Contract, INSITUFORM
TECHNOLOGIES, LLC liability to the Owner for any matter covered by such insurance will be limited to the extent
of such insurance and the Owner will indemnify and hold INSITUFORM TECHNOLOGIES, LLC harmless from any
third party claims covered by such insurance to the extent such claims exceed the limits of such insurance.
Neither party shall be liable to the other for consequential damages relating to the contract. In case of conflict
between this provision and any other provision in the Contract as ultimately executed, this provision shall
govern and prevail.
c) LIMITED WARRANTY. IN LIEU OF ALL OTHER EXPRESSED, IMPLIED AND/OR STATUTORY.
WARRANTIES, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR
PURPOSE, INSITUFORM AGREES TO CORRECT ANY DEFECTS IN THE MATERIALS OR SERVICES
PROVIDED BY INSITUFORM WHICH ARE BROUGHT TO THE ATTENTION OF INSITUFORM WITHIN
ONE YEAR FOLLOWING COMPLETION OF INSITUFORM'S WORK, PROVIDED OWNER AFFORDS
INSITUFORM SUITABLE ACCESS AND WORKING CONDITIONS TO ACCOMPLISH SUCH CORRECTION.
d) MUTUAL RELEASE OF CONSEQUENTIAL DAMAGES. Neither party shall be liable to the other for
consequential damages relating to or arising out of the Contract.
e) PROPOSAL SUBJECT TO NEGOTIATION OF OTHER STANDARD TERMS OF AGREEMENT. This
proposal is subject to agreement of the parties on other terms and conditions as are customary in contracts of
this nature.
f)
If actual quantities differ significantly from those stated in the proposal, then work will be renegotiated.
g) Payments are due at net within thirty days of invoice. Final payment is due within thirty days of completion of
project.
h) Monthly progress partial payments may be requested for the value of work in progress or completed, including
materials secured and on site.
i)
Prices stated are in effect for thirty days from the date of this proposal. The acceptance period may be
extended at the sole option of INSITUFORM TECHNOLOGIES, LLC.
j)
Conflicts. In case of conflict between the provision of the aforesaid paragraphs and any other provision in the
Contract as ultimately executed the provisions as set forth above shall govern and prevail.
OFFERED BY:
ACCEPTED BY:
INSITUFORM TECHNOLOGIES, LLC
BRAD CONDER
COMMERCIAL MANAGER
(801) 472-8472
bconder@azuria.com
ARIZONA OFFICE:
645 SOUTH 24TH STREET
TEMPE, AZ 85282
(480) 446-0620
__________________________________________
CONTRACTOR NAME OR ORGANIZATION
__________________________________________
SIGNATURE
__________________________________________
AUTHORIZED REPRESENTATIVE
__________________________________________
TITLE
__________________________________________
DATE
636.385.1000 tel
222 Seale Road
San Antonio, TX 78219
www.sakcon.com
PROPOSAL
FROM: Patrick Hale
COMPANY: SAK Construction, LLC
DATE: 09/24/25
RE:
Tempe/Mesa, AZ – Sewer Rehab 2025 Project # 3221025B
The following is our unit price quotation for the CIPP portion of the above referenced project:
*** SAK CONSTRUCTION IS A UNION CONTRACTOR ***
PROPOSAL INCLUSIONS:
1. One mobilization / demobilization to the project site for the CIPP lining crew. Any additional mobilizations
will be negotiated as extra work.
2. Provide installation of approximately 1,230 LF of cured-in-place pipe (CIPP) in the designated 42”, and 36”
sewer pipelines. The CIPP will utilize a polyester resin system and be installed per the project specification.
3. Provide 2-year construction warranty on CIPP materials and workmanship.
4. Provide certificate of insurance and endorsements evidencing typical coverage and limits for General
Liability ($1 million / $2 million), Automobile Liability ($1 million), Workers’ Compensation & Employer’s
Liability ($1 million), and if required, Excess Liability ($5 million). If insurance coverage above and beyond
this is required, the General Contractor will be responsible for securing any additional insurance coverage or
reimbursing SAK for the costs associated with obtaining the additional insurance.
5. When payment of prevailing wages is applicable, provide the required documentation showing workers on
this project have been paid in accordance with the relevant prevailing wage determination for the
appropriate laborer classification.
PROPOSAL EXCLUSIONS:
The following items are not included in this proposal, and when required, will be provided by the General
Contractor at no cost to SAK. If SAK is required to provide any of these items, the costs will be charged to the
General Contractor as extra work.
1. Provide any point repairs or other repairs necessary or required to repair or prepare the existing pipeline for
CIPP lining. This also includes any offset joint repairs that may need to be done internally.
2. Provide initial Cleaning and TV inspection of the CIPP-lined mainline pipe and provide videos to the
subcontractor at least 3 weeks prior to CIPP lining and provide required documentation of the inspection to
the Owner.
ITEM NO.
ITEM DESCRIPTION
QTY
U/M
UNIT PRICE
TOTAL PRICE
BASE BID
1
Mobe/Demobe - 36" Scope
1
LS
30,000.00
$
30,000.00
$
2
Furnish & Install 36" CIPP Liner
761
LF
500.00
$
380,500.00
$
3
Mobe/Demobe - 42" Scope
1
LS
30,000.00
$
30,000.00
$
4
Furnish & Install 42" CIPP Liner
469
LF
540.00
$
253,260.00
$
TOTAL BASE BID:
693,760.00
$
3. Provide any necessary traffic, parking, &/or pedestrian control. Traffic, parking, &/or pedestrian control
systems shall be coordinated to accommodate SAK’s operations and placed in a timely manner such that
SAK’s operations are not impeded or delayed. The General Contractor shall also be responsible for all
required traffic control plans.
4. Provide any necessary plugging, damming, diversion, shutdown, and/or bypass pumping of existing pipeline
flows, including providing any necessary dewatering of the pipelines, structures, access points, and liner
termination points once the plugs, dams, diversion, shutdown, &/or bypass systems are in place and
operating. Bypass or diversions systems shall be coordinated to accommodate SAK’s operations and
placed in a timely manner such that SAK’s equipment and personnel are not obstructed by suction &
discharge locations, or other components of the diversion or bypass system, and SAK’s operations are not
impeded or delayed. This shall also include providing any necessary odor control &/or monitoring work.
5. Provide any required installation of top hat type service connection seals at reinstated lateral connections,
when applicable.
6. Provide legal and physical access to the pipeline, manholes, structures, and other access points sufficient to
allow SAK’s operations to be conducted, and to allow large trucks and equipment to access the structures
and manholes directly when in streets, or as near as possible for easement locations. When applicable, this
shall include locating, exposing, and making accessible any manholes, structures, or other access points,
associated with SAK’s work, including any necessary alterations to fencing, trees and vegetation, and
providing any final restoration once SAK’s operations are complete. When necessary, this shall also include
providing expanded access by either staging construction of new structures or temporarily altering existing
structures where the existing or new structure configuration will impede SAK’s operations.
7. Provide any final repair, testing &/or inspection of CIPP-lined pipes when additional work has been
performed in or on those pipes by others subsequent to the completion of SAK’s work.
8. Provide access to a high-volume water supply at the project site either from the nearest fire hydrants, or
other high-volume on-demand sources, as designated by and coordinated with SAK. Access to the water
source must either be directly at each installation site or be within 500 feet of each installation site and able
to be piped directly to the installation site.
9. When needed, secure permissions and provide access to appropriate dump/discharge sites at the project
site for disposal of liquids and material collected from the pipelines during pipeline lining operations and
other waste materials from the project.
10. Any Styrene mitigation or odor control.
11. Provide access to a secure yard at or near site for staging and storage of equipment and materials, when
available.
12. Any and all required SWPPP and implements.
13. Provide all required notifications of agencies and other parties affected by the work. This shall include
providing any necessary community relations or public relations work.
14. Obtain and pay for all special licenses, permits, variances, or other fees required to perform the work.
OTHER CONDITIONS:
1. Work covered by this proposal will be performed under a mutually agreed upon subcontract agreement
which incorporates the terms and conditions contained in this proposal either by direct attachment, by
insertion, or by reference. In case of conflict, the terms and conditions of this proposal shall prevail. The
subcontract agreement shall not require either party to be liable to the other for consequential damages
arising out of or relating to the subcontract or contract.
2. Work covered by this proposal will be performed under a mutually agreed upon project schedule. No
material acquisition or mobilization will commence prior to the execution of a mutually agreed upon
subcontract agreement. Once crews have been mobilized to site, work covered under this proposal must be
able to proceed at an unrestricted pace without impediment or delay. If SAK’s operations are delayed by
the General Contractor or others, then standby costs &/or additional mobilization costs will be charged to the
General Contractor accordingly.
3. Normal working hours for installing CIPP are 24-hours a day due to the nature of the product, which requires
that once an install is started, it cannot be suspended until it is completed. To the extent that SAK will incur
overtime expenses due to this schedule, those costs have been anticipated and are covered in this
proposal. However, SAK will not be liable for any penalties, liquidated damages, overtime inspection costs,
or other fees that may result from these required working hours.
4. Progress and final payments are due within 30 days of invoice, or when applicable regulations require,
whichever is soonest. Release of any withheld retention shall be no later than 30 days from the completion
and acceptance of the work covered under this proposal, excluding any subsequent work required in the
warranty period, and regardless of whether the General Contractor’s retention has been released by the
Owner. If retention is not withheld from the General Contractor’s payments, then retention shall not be
withheld from SAK’s payments. Overdue amounts will be subject to interest at a rate of 1.5% monthly, 18%
annually.
5. This proposal covers only the scope of work specifically included above. It does not cover performing any
cleaning or inspection of pipe or structures not specifically included above; warranty inspections or testing;
verification of active/inactive status of laterals; alteration, repair, installation, or rehabilitation of manholes or
other structures; abandonment of any pipe or structures; bypassing, plugging, shutdown, damming,
diversion, or dewatering of existing pipe flows or structures; odor control &/or odor monitoring work or plans;
pedestrian control, parking control, or traffic control; sampling or testing of the installed CIPP liner not
specifically included above; sampling or testing of any substances or materials on the project not specifically
included above; alteration, testing, sealing, repair, replacement, or rehabilitation of any lateral pipes or
lateral connections, aside from any internal reinstatement specifically included above; grouting or repair of
obstructions, voids, or defects in the host pipe prior to or after lining; top hat type lateral service connection
seals; mandrel testing or other similar testing of the pipe; or any work requiring excavation. This proposal
also does not cover providing any field yards, meeting facilities, or office facilities for the project; phones,
cameras, computer software, or computer equipment for the use of the General Contractor or Owner;
photos or other documentation for record of pre- or post-construction site conditions; tree or vegetation
clearing, trimming, removal, protection or restoration; site grading; snow &/or ice removal; handling,
transportation, or disposal of hazardous materials; surveying or staking; engineered plans, designs, or
drawings, with the only exception being if the CIPP specification specifically requires engineered CIPP
thickness designs, then those designs will be provided; preparation or implementation of any pollution
control or environmental protection programs or plans; environmental stewardship; street sweeping;
security; fire control truck and operator; fencing of any kind; erosion or sedimentation control; community
relations or public relations work; project signs or advance notification signs; submission of information
beyond this proposal for escrow bid documentation; and any necessary archaeological, biological, or ground
settlement / movement monitoring and mitigation. If any of this type of work is required to be performed by
SAK, it will be considered to be extra work and charged accordingly.
6. For the purposes of this proposal, the General Contractor shall be defined to be the entity contracting with
SAK to perform the work covered under this proposal.
7. This proposal is valid for 120 days from the date of submission as indicated above.
SAK acknowledges receipt of Zero (0) addenda for this project
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Modify & Repair Bench/Throat Interface For CIPP
Installation Det 1 Sht 15
4
EA
26,475.36
$
105,901.44
$
27,500.00
$
110,000.00
$
Rehab Bench & Channel Interface W/ FRP Det 2 Sht 15
2
EA
28,486.05
$
56,972.10
$
29,750.00
$
59,500.00
$
162,873.54
$
169,500.00
$
TOTAL PRICE
BID RESULTS: FRP REHAB
B&F Contracting
JPCI
Unit Price
Unit Price
Joseph Painting Company, Inc.
4702 E. Virginia Street • Mesa, Arizona 85215-9101
(480) 986-1212 • Fax (480) 380-4461
License No. ROC197873 KE AZ • ROC199485 KE AZ • ROC242450 KE AZ • ROC218119 A AZ
ROC107144 CR34 AZ • CA Lic 280286 C-33 & A • NV Lic N0. 0058702-A15, No.0058579-C-4
TO:
PHONE:
623-582-1170
FAX:
623-582-3761
DATE:
CELL:
602-326-9282
RE:
ITEM #
1 :
Item #
1 Amount
ITEM #
2 :
Item #
2 Amount
ITEM #
3 :
Item #
3 Amount
ITEM #
4 :
Item #
4 Amount
ITEM #
5 :
Item #
5 Amount
ITEM #
6 :
Item #
6 Amount
ITEM #
7 :
Item #
7 Amount
TOTAL PROPOSAL AMOUNT:
*TPT TAX Paid on Materials at point of Purchase.
..........................................
$34,500.00
Manhole: NW34N4MH0052 - Rehab per spec 02760 and 09710 while under
bypass (Bench and Channel not included in item 3, refer to item 2)
..........................................
$26,750.00
We propose to complete the following work as described below;
..........................................
$59,500.00
Repair bench throat interface per detail 1 - sheet 15, quantity 4, $27,500.00
each
Rehabilitate bench and channel interface w/ FRP per Det 2 - sheet 15,
quantity 2, $29,750 each
$110,000.00
.......................................................................
$345,500.00
The above proposal amount is based on a standard wages, 40 hours per week work schedule. Extended hours,
weekend holiday work and Davis bacon wages will be an add to the contract amount. All work orders need to give
JPCI Services a minimum of two weeks notice before the start of the project. Price valid for 90 days from date of
proposal.
J P C I SERVICES
Manhole: SW21N14MH0077 - Remove existing coating and Rehab per spec
02760 and 09710 while under bypass
..........................................
$32,750.00
Manhole: MW16N4MH0006 - Remove existing coating and Rehab per spec
02760 and 09710 ( no bypass, supplied air required)
..........................................
Manhole: SW21N4MH0091 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
PROPOSAL
Travis Monk
B&F Contracting
November 13, 2025
Manhole: SW21N4MH0049 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
..........................................
$34,500.00
City of Tempe 3221025B Joint Tempe Mesa Sewer Rehab
..........................................
$47,500.00
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
Sincerely,
Superintendent
Accepted by:
Phone:
Job Superintendent:
Phone:
Estimated Start Date:
PO/Contract #:
Please notify Beckey Durfee at (480)986-1212 if there is a change in the start date.
If you accept this proposal, please complete the information requested below and fax to (480)380-4461, along with a
site map.
The cost of bonds, traffic control, bypass, permit fees, removal/relocation of existing utility lines/pipes, removal or
replacement of walls/interfering structures, third party inspections, concrete repairs where loss is > 3" and
dehumidification are excluded from the above proposal. Please do not hesitate to call should you need more
information.
NACE CIP Level 2 No. 72522
Damyon Carr
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
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:
October 1, 2025
Quote # :
29498
Expiration Date:
June 30, 2026
MAP/GRID
Item Code
Item Description
Est. Qty
Price
S500501
PHCLSM.5 (1/2 SK SLURRY COP)
1225
$105.00
A203051
MAG A 3000 NAT POZZ
30
$137.00
A204051
MAG AA 4000 NAT POZZ
10
$135.00
AG010003
MAG SPEC ABC (NON-LIME)
1200
$22.50
TC
TEMPERATURE CONTROL
$1.00
Ready Mix Fees Minimum Load Fee
Quoted By:
JUSTIN DAWSON
Customer:
B & F CONTRACTING INC
Customer Code:
BFCO001
Address:
11011 N 23RD AVE
PHOENIX, AZ 85029
Contact:
NANCY A/P
Phone:
623-582-1170 O
Fax:
Project:
JOINT TEMPE-MESA SEWER REHAB CMAR
Job Address:
SOUTHERN & PRIEST
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
ENV
PER YARD
$3.25
FSC
PER LOAD
TBD
Less than or equal to
UOM
Price
2
Load
0
3.5
Load
0
5.5
Load
0
•
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
•
Color added at no expressed guarantee.
•
Drivers do not accept 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 aggregate sales 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
•
All Aggregates and Concrete deliveries include a per load fuel surcharge.
QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
11/13/2025
Joint Tempe-Mesa Sewer Rehab CMAR
Southern and Priest, Tempe
149
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Travis Monk
B and F Contracting Inc.
P.O. Box 54785
Phoenix , AZ 85078-4785
Quote Expiration Date:
12/13/2025
Quote No. :
78466
Conditions:
1. B and F Contracting Inc. will assure accessibility (ingress/egress) to the job site without hindrance or delay.
3. B and F Contracting Inc. will place all orders for material at least five (5) business days before
2. Insearch Corporation will not be responsible for any dust control, track out, street sweeping on the job site.
4. Payment invoices will be due within 30 days of delivery date.
Exclusions :
1. Quoted prices DO NOT include Saturdays, Sundays, legal holidays, or nights. Additional charges MAY apply if
any of these conditions become prevelant.
2. Insearch Corporation will not be held responsible for traffic control, taxes, bonds, fees, flag personnel,
material testing, environmental analysis, erosion control, engineering and staking.
delivery is required.
Insearch Corporation :
B and F Contracting Inc. :
$26,340.00
Total :
5. Upon the issuance of your Purchase Order prior to the Quote Expiration Date, Insearch Corporation will guarantee
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void.
5. Upon the issuance of your Purchase Order prior to the Quote Expiration Date, Insearch Corporation will guarantee
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void.
5. Upon the issuance of your Purchase Order prior to the Quote Expiration Date, Insearch Corporation will guarantee
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void.
5. Upon the issuance of your Purchase Order prior to the Quote Expiration Date, Insearch Corporation will guarantee
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void.
5. Upon the issuance of your Purchase Order prior to the Quote Expiration Date, Insearch Corporation will guarantee
pricing not to increase as indicated in the Pricing Good Through Date column above. If the Purchase Order is not
issued to Insearch Corporation prior to the Quote Expiration Date, this Quote will be considered void.
3. B and F Contracting Inc. will place all orders for material at least five (5) business days before
6. B and F Contracting Inc. understands that quantities above are approximate and have been provided by B and F
Contracting Inc.. Actual quanties to be shipped will be determined in the field by a representative of B and F
Contracting Inc.. If actual ordered and delivered quantity exceeds the quantity on this quote, Insearch Corp. will
consider the act of ordering the material by B and F Contracting Inc. a Change Order and authorization for payment
from B and F Contracting Inc..
7. Unless otherwise specified: quoted price(s) are contingent on a 8 hour day in bottom dump trucks. Should the hours
of delivery be reduced or a change in equipment become neccesary a rate increase may apply.
MAG 702 Spec ABC
Purchase & deliver approx. 1200 Tons of
MAG Spec ABC to the jobsite in bottom
dump trucks. Add $1.00/ton for Supers.
$21.95
$26,340.00
Approximate
Quanti ty
Material Type
Scop e of Work
Pricin g Good
Through Date
Unit Price
Estimated
Total
1200 Tons
3/31/2026
Tax will NOT be char ged unless B and
F Contra cting Inc. requ ests Insearch
Corp to do so.
QUOTE
QUOTE
Project Name
Project Location
Map ID
Quote Date :
11/13/2025
Joint Tempe-Mesa Sewer Rehab CMAR
Southern and Priest, Tempe
149
Submitted
To
"Simply Better Than the Best"
8845 S Hardy Dr. Tempe, AZ 85284
Phone (480)-940-0100 Fax (480)-940-3338
Travis Monk
B and F Contracting Inc.
P.O. Box 54785
Phoenix , AZ 85078-4785
Quote Expiration Date:
12/13/2025
Quote No. :
78466
QUO-1471770-G5L8L7 0
1
8888 E. Raintree, Suite 205 Scottsdale, AZ 85260
GENERAL INFORMATION
MATERIAL PRICING
Material
Number
Description
Plant
Quantity
UoM
Delivered
Price
Truck Type
Notes
1307799
3/4"-0,BASE COARSE
8984 - Trad - Maricopa
1,200.00
TON
$23.65
16 WHEELER
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
$0.00
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.
CEMEX Con Mat South,LLC
B&F CONTRACTING INC
Quoted By:
Accepted By:
Jared K Matkin
________________________________
TRAVIS MONK
________________________________
Date
11/13/2025 7:09 AM
Account:
B&F CONTRACTING INC
Account Manager:
Jared K Matkin
Account number:
3029758
E-mail:
jared.matkin@cemex.com
Contact:
TRAVIS MONK
Phone Number:
+16024162677
E-mail:
TMONK@BFCONTRACTING.COM
Phone:
6235821170
Customer Service:
602-416-2658
Project:
D-JOINT TEMPE-MESA SEWER REHAB
Quote Expiration:
12/13/2025
Project Address:
- Southern Av & Priest Dr, Tempe Arizona 85282
Price Valid
From 11/13/2025 To 3/31/2026
Page
1
of
2
11/12/2025
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 30 days from issue date to receipt of PO after 30 days quote is subject to change based off
market value of materials.
4. Sales tax not included. 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 $1,100 for each legal load out of BC. Total of 1 legal load(s) 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.
13. Project retention is not allowed.
14. Summation of structure price is for convenience of bidding only. Structures will be billed by
components.Customer purchase order needs to match up to component pricing.
Q U O T A T I O N
Quotation 7.5.78.00
Quote Date:
11/12/2025
To:
Reference:
Joint Tempe-Mesa Sewer Rehab ‘25
Tempe, Arizona
Maricopa County
Sales Manager: Austin Black
From: Finn Tystad
_Lifting Equipment
0.00'
0
$1,580
1 RMH60SPREA
DER
60" REHAB SPREADER BAR
SSMH-001 STA 10+00
60" Polymer Rehab
18.30'
6,440
$13,390
1 MHGR30X3
30 IN X 3 IN POLYMER GRADE RING
1 RMHL5330
60 IN ECC POLYMER LID FLAT - REHAB W/
30" ACCESS
1 RMH6024
60 IN X 2 FT POLYMER MH SECTION -
REHAB
3 RMH6048
60 IN X 4 FT POLYMER MH SECTION -
REHAB
8 MASJ
1.25 IN X 14 FT JOINT MASTIC ROLL
1 PGROUT
POLYMER GROUT KIT
Sub-Total
$14,970
Freight/Delivery
$1,100
$16,070
Total Price for
Joint Tempe-Mesa Sewer Rehab ‘25
Structure
Description
Height
Weight
Price
For:
Ref: Joint Tempe-Mesa Sewer Rehab ‘25
Tempe, Arizona
Maricopa County
Quote Date: 11/12/2025
Page
2
of
2
11/12/2025
Quotation 7.5.78.00
1
Travis Monk
From:
Travis Monk
Sent:
Wednesday, November 12, 2025 12:19 PM
To:
'Info@p3polymersllc.com'
Cc:
Saakshi Amrale
Subject:
City of Tempe 3221025B Joint Tempe-Mesa Sewer Rehab - Request for Quote -
Manhole Insert
Attachments:
Sheet 8.pdf; 2025-1027_3221025_Final_Specifications.pdf
Good Afternoon,
City of Tempe has selected B&F as the Construction Manager at Risk for the 3221025B Joint Tempe-Mesa
Sewer Rehab project. We are requesting quotes for 1 each composite manhole insert. Attached is
relevant Project Drawing and Technical Specifications. At the below link available for download are all of
the Project Documents:
100% Drawings and Specs
Can you please provide a price for the below by end of day Thursday, November 13th? Insert will need
to be shipped to Tempe, AZ.
Composite Manhole Insert Into Existing 60” Diameter Manhole per Tech Spec 13130: 18 VF
Thanks,
Travis Monk
Project Manager
Mobile: 602-326-9282 | tmonk@bfcontracting.com
——————————————————————
B&F Contracting, Inc. | 11011 N 23rd Ave, Phoenix, AZ 85029
Office: 623-582-1170 | Fax: 623-582-3761 | www.bfcontracting.com
ROC08974 A | ROC111282 B-4
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Prep & Epoxy Coat NW34N4MH0052
350
SF
91.09
$
31,882.34
$
76.43
$
26,750.00
$
Prep & Epoxy Coat SW21N4MH0091
289
SF
91.09
$
26,325.70
$
119.38
$
34,500.00
$
Prep & Epoxy Coat SW21N4MH0049
289
SF
91.09
$
26,325.70
$
119.38
$
34,500.00
$
Prep & Epoxy Coat SW21N14MH0077
341
SF
91.09
$
31,062.51
$
96.04
$
32,750.00
$
Prep & Epoxy Coat NW16N4MH0006
478
SF
91.09
$
43,542.17
$
99.37
$
47,500.00
$
159,138.42
$
176,000.00
$
TOTAL PRICE
BID RESULTS: MANHOLE EPOXY COATING
B&F Contracting
JPCI
Unit Price
Unit Price
Joseph Painting Company, Inc.
4702 E. Virginia Street • Mesa, Arizona 85215-9101
(480) 986-1212 • Fax (480) 380-4461
License No. ROC197873 KE AZ • ROC199485 KE AZ • ROC242450 KE AZ • ROC218119 A AZ
ROC107144 CR34 AZ • CA Lic 280286 C-33 & A • NV Lic N0. 0058702-A15, No.0058579-C-4
TO:
PHONE:
623-582-1170
FAX:
623-582-3761
DATE:
CELL:
602-326-9282
RE:
ITEM #
1 :
Item #
1 Amount
ITEM #
2 :
Item #
2 Amount
ITEM #
3 :
Item #
3 Amount
ITEM #
4 :
Item #
4 Amount
ITEM #
5 :
Item #
5 Amount
ITEM #
6 :
Item #
6 Amount
ITEM #
7 :
Item #
7 Amount
TOTAL PROPOSAL AMOUNT:
*TPT TAX Paid on Materials at point of Purchase.
..........................................
$34,500.00
Manhole: NW34N4MH0052 - Rehab per spec 02760 and 09710 while under
bypass (Bench and Channel not included in item 3, refer to item 2)
..........................................
$26,750.00
We propose to complete the following work as described below;
..........................................
$59,500.00
Repair bench throat interface per detail 1 - sheet 15, quantity 4, $27,500.00
each
Rehabilitate bench and channel interface w/ FRP per Det 2 - sheet 15,
quantity 2, $29,750 each
$110,000.00
.......................................................................
$345,500.00
The above proposal amount is based on a standard wages, 40 hours per week work schedule. Extended hours,
weekend holiday work and Davis bacon wages will be an add to the contract amount. All work orders need to give
JPCI Services a minimum of two weeks notice before the start of the project. Price valid for 90 days from date of
proposal.
J P C I SERVICES
Manhole: SW21N14MH0077 - Remove existing coating and Rehab per spec
02760 and 09710 while under bypass
..........................................
$32,750.00
Manhole: MW16N4MH0006 - Remove existing coating and Rehab per spec
02760 and 09710 ( no bypass, supplied air required)
..........................................
Manhole: SW21N4MH0091 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
PROPOSAL
Travis Monk
B&F Contracting
November 13, 2025
Manhole: SW21N4MH0049 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
..........................................
$34,500.00
City of Tempe 3221025B Joint Tempe Mesa Sewer Rehab
..........................................
$47,500.00
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
Sincerely,
Superintendent
Accepted by:
Phone:
Job Superintendent:
Phone:
Estimated Start Date:
PO/Contract #:
Please notify Beckey Durfee at (480)986-1212 if there is a change in the start date.
If you accept this proposal, please complete the information requested below and fax to (480)380-4461, along with a
site map.
The cost of bonds, traffic control, bypass, permit fees, removal/relocation of existing utility lines/pipes, removal or
replacement of walls/interfering structures, third party inspections, concrete repairs where loss is > 3" and
dehumidification are excluded from the above proposal. Please do not hesitate to call should you need more
information.
NACE CIP Level 2 No. 72522
Damyon Carr
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
Joseph Painting Company, Inc.
4702 E. Virginia Street • Mesa, Arizona 85215-9101
(480) 986-1212 • Fax (480) 380-4461
License No. ROC197873 KE AZ • ROC199485 KE AZ • ROC242450 KE AZ • ROC218119 A AZ
ROC107144 CR34 AZ • CA Lic 280286 C-33 & A • NV Lic N0. 0058702-A15, No.0058579-C-4
TO:
PHONE:
623-582-1170
FAX:
623-582-3761
DATE:
CELL:
602-326-9282
RE:
ITEM #
1 :
Item #
1 Amount
ITEM #
2 :
Item #
2 Amount
ITEM #
3 :
Item #
3 Amount
ITEM #
4 :
Item #
4 Amount
ITEM #
5 :
Item #
5 Amount
ITEM #
6 :
Item #
6 Amount
ITEM #
7 :
Item #
7 Amount
TOTAL PROPOSAL AMOUNT:
*TPT TAX Paid on Materials at point of Purchase.
..........................................
$34,500.00
Manhole: NW34N4MH0052 - Rehab per spec 02760 and 09710 while under
bypass (Bench and Channel not included in item 3, refer to item 2)
..........................................
$26,750.00
We propose to complete the following work as described below;
..........................................
$59,500.00
Repair bench throat interface per detail 1 - sheet 15, quantity 4, $27,500.00
each
Rehabilitate bench and channel interface w/ FRP per Det 2 - sheet 15,
quantity 2, $29,750 each
$110,000.00
.......................................................................
$345,500.00
The above proposal amount is based on a standard wages, 40 hours per week work schedule. Extended hours,
weekend holiday work and Davis bacon wages will be an add to the contract amount. All work orders need to give
JPCI Services a minimum of two weeks notice before the start of the project. Price valid for 90 days from date of
proposal.
J P C I SERVICES
Manhole: SW21N14MH0077 - Remove existing coating and Rehab per spec
02760 and 09710 while under bypass
..........................................
$32,750.00
Manhole: MW16N4MH0006 - Remove existing coating and Rehab per spec
02760 and 09710 ( no bypass, supplied air required)
..........................................
Manhole: SW21N4MH0091 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
PROPOSAL
Travis Monk
B&F Contracting
November 13, 2025
Manhole: SW21N4MH0049 - Remove existing coating and Rehab per spec
02760 and 09710 (no bypass, supplied air required)
..........................................
$34,500.00
City of Tempe 3221025B Joint Tempe Mesa Sewer Rehab
..........................................
$47,500.00
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
Sincerely,
Superintendent
Accepted by:
Phone:
Job Superintendent:
Phone:
Estimated Start Date:
PO/Contract #:
Please notify Beckey Durfee at (480)986-1212 if there is a change in the start date.
If you accept this proposal, please complete the information requested below and fax to (480)380-4461, along with a
site map.
The cost of bonds, traffic control, bypass, permit fees, removal/relocation of existing utility lines/pipes, removal or
replacement of walls/interfering structures, third party inspections, concrete repairs where loss is > 3" and
dehumidification are excluded from the above proposal. Please do not hesitate to call should you need more
information.
NACE CIP Level 2 No. 72522
Damyon Carr
Z:\JPCI SERVICES\D & M Project Notes\Bids\B&F\Tempe 3221025B Joint Tempe-Mesa Sewer Rehab\B&F - Tempe 3221025B Joint Tempe - Mesa Sewer
Rehab
To:
Travis Monk
Proposal #
1800-49
Company:
B&F Contracting
Proposal Date:
09/24/25
Project Name
City Of Tempe 3221025B
Phone:
602-326-9282
Project Address:
City of Tempe
Email
Tmonk@bfcontracting.com
UNITS
LABOR and MATERIAL
5
4,500.00
$
150
18,750.00
$
TBD
TBD
*Included in this Proposal
(1) All labor and equipment necessary. (2) ArmorLok Certified PVC welding Technicians.
(3) Unlimited access to work area. (4) Typical ventilation (5) Top man and confined space restrictions
(6) must be clean and dry
* Excluded from this Proposal
(1)Traffic control. (2) Inspection (3) Exterior water proofing. (4) Sewer bypass and/or plugs.
(5) Damage caused to liner due to operations of other trades. (6) Spray coatings.
(7) Permits, Bonds, Liquidated Damages. (8) Dewatering
Sonco Construction, Inc.
Prime Contractor
By:
Richard Chico
By:
Date:
Date:
PROPOSAL
Furnish and install ArmorLok PVC Liner,
to rehabilitate manhole liner and weld
DESCRIPTION
UNIT PRICE
4927 Toronto Ave
Fontana CA 92336
(909) 223-1280 / (909) 260-4749
license #911666 / dir #1000024656
60" joint welds Det 1 Sheet 13
150 sf PVC Liner repair Det 2 sheet 13
MH NW31N5MH0079
manhole joints.
900.00
$
125.00
$
8,000.00
$
42" Coupon
48" Coupon
8,500.00
$
PAYMENT CONDITIONS
BILLING TURNED IN BY THE 25th OF EACH MONTH WILL BE PAID BY THE 10th DAY OF THE FOLLOWING MONTH
SIGNATURE OF THIS DOCUMENT IS TO BE CONSIDERED ACCEPTANCE OF THESE TERMS AND AN AUTHORIZATION TO PROCEED.
THIS PROPOSAL MAY BE SUBJECT TO CHANGE OR CANCELLATION IF NOT ACCEPTED WITHIN 30 DAYS.
Bid Item
Description
Quantity
Unit
Total Price
Total Price
Total Price
1/2 Sack ABC Slurry
1037
CY
100.00
$
103,700.00
$
107.00
$
110,959.00
$
105.00
$
108,885.00
$
Transportation Charge/Fuel Charge
130
Load
35.00
$
134.91
$
10.00
$
1,300.00
$
20.00
$
2,600.00
$
Environmental Fee/CY
1037
CY
-
$
1.00
$
1,037.00
$
3.25
$
3,370.25
$
Environmental Fee/Load
130
Load
25.00
$
3,250.00
$
-
$
-
$
-
$
-
$
SUBTOTAL:
107,084.91
$
SUBTOTAL:
113,296.00
$
SUBTOTAL:
114,855.25
$
MAG 'A' Concrete
68
CY
140.00
$
9,520.00
$
140.00
$
9,520.00
$
144.00
$
9,792.00
$
Transportation Charge/Fuel Charge
12
Load
35.00
$
420.00
$
10.00
$
10.00
$
20.00
$
240.00
$
Environmental Fee/CY
68
CY
-
$
-
$
-
$
-
$
3.25
$
221.00
$
Environmental Fee
12
25.00
$
300.00
$
-
$
-
$
-
$
-
$
Shortloads
4
EA
200.00
$
250.00
$
250.00
$
1,000.00
$
-
$
-
$
SUBTOTAL:
10,490.00
$
SUBTOTAL:
10,530.00
$
SUBTOTAL:
10,253.00
$
MAG 'AA' Concrete
14
CY
146.00
$
2,044.00
$
146.00
$
2,044.00
$
152.00
$
2,128.00
$
Transportation Charge/Fuel Charge
4
Load
35.00
$
350.00
$
10.00
$
40.00
$
20.00
$
80.00
$
Environmental Fee/CY
14
CY
1.00
$
14.00
$
3.25
$
45.50
$
Environmental Fee/Load
4
Load
25.00
$
250.00
$
-
$
-
$
-
$
-
$
Shortloads
6
EA
200.00
$
250.00
$
250.00
$
1,500.00
$
-
$
-
$
SUBTOTAL:
2,894.00
$
SUBTOTAL:
3,598.00
$
SUBTOTAL:
2,253.50
$
120,468.91
$
127,424.00
$
127,361.75
$
Total Ready-Mix:
BID RESULTS: READY-MIX MATERIALS
AZ Materials
Martin Marietta
Desert Ready Mix
Unit Price
Unit Price
Unit Price
Quote Number:
Q10035016-0
Created On:
10/2/2025
Quote Expires On:
11/1/2025
Project:
Joint Tempe-Mesa Sewer Rehab
Account:
B & F Contracting Inc
Project Address:
Account Number:
40032
Southern & Priest
Tempe, AZ 85282
Contact:
Travis Monk
Estimated Start Date:
2/2/2026
E-mail:
tmonk@bfcontracting.com
Project End Date:
6/30/2026
Phone:
Customer Service:
Sales Office Address: PO Box 741805 Kilgore Companies
Los Angeles, CA 90074-1805
MATERIAL PRICING
Item Code
Description
Quantity
Unit Price
PHCLSM
1/2 SACK ABC SLURRY (COP)
1,300 CY
$100.00
-Escalator of $2.00 effective 4/1/2026 recurring every 12 months
--
14004
MAG-AA 4000 PSI, 1" ROCK
10 CY
$142.00
-Escalator of $4.00 effective 4/1/2026 recurring every 12 months
--
13004
MAG-A 3000 PSI
30 CY
$136.00
-Escalator of $4.00 effective 4/1/2026 recurring every 12 months
--
SUNDRIES AND SURCHARGES
Item
Comments
Price
Unit
Fuel Surcharge RMX
$35.00
EA
WEEKEND TRUCK TIME
$50.00
EA
ENVIRONMENTAL CHARGE
$25.00
EA
Load Size: 6 yds & less
$200.00
CY
Additional Products & Services
Hot Water
$2.50
PCY
Recover per 1/2 hour
$4.00
OZ
Micro Fiber
$7.50
PCY
Color Wash Out
$25.00
EA
Nitrogen Cooling
$12.50
GAL
Non-Chloride Accerator (per 1%)
$4.00
GAL
Macro Fiber (Structural)
$7.50
PCY
Color Seal
$0.00
PCY
Chilled Water
$2.50
PCY
Respectfully,
Arizona Materials
Sales Rep: Randy Schmolke
Phone: 602-342-6595
Email: rschmolk@summit-materials.com
Customer Acceptance
Signed by:
Date:
__Taxable __Tax Exempt (Attach Certificate)
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:
October 1, 2025
Quote # :
29498
Expiration Date:
June 30, 2026
MAP/GRID
Item Code
Item Description
Est. Qty
Price
S500501
PHCLSM.5 (1/2 SK SLURRY COP)
1225
$105.00
A203051
MAG A 3000 NAT POZZ
30
$137.00
A204051
MAG AA 4000 NAT POZZ
10
$135.00
AG010003
MAG SPEC ABC (NON-LIME)
1200
$22.50
TC
TEMPERATURE CONTROL
$1.00
Ready Mix Fees Minimum Load Fee
Quoted By:
JUSTIN DAWSON
Customer:
B & F CONTRACTING INC
Customer Code:
BFCO001
Address:
11011 N 23RD AVE
PHOENIX, AZ 85029
Contact:
NANCY A/P
Phone:
623-582-1170 O
Fax:
Project:
JOINT TEMPE-MESA SEWER REHAB CMAR
Job Address:
SOUTHERN & PRIEST
Terms Description:
2% 10TH NET 30
Fee ID *
UOM
Price
ENV
PER YARD
$3.25
FSC
PER LOAD
TBD
Less than or equal to
UOM
Price
2
Load
0
3.5
Load
0
5.5
Load
0
•
Normal operating hours are Mon-Fri, Sat, Sun or Holidays are subject to surcharges.
•
Color added at no expressed guarantee.
•
Drivers do not accept 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 aggregate sales 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
•
All Aggregates and Concrete deliveries include a per load fuel surcharge.
PROJECT NAME
JOB / P. O. NUMBER
QUOTE DATE
TEMPE-MESA SEWER REHAB CMAR
84982 /
10/1/2025 11:12:42 AM
PROJECT LOCATION
BID DATE
SOUTHERN AVE & PRIEST DR , AZ
October 1, 2025
PROJECT START DATE
CUSTOMER
B & F CONTRACTING INC
February 16, 2026
CONTACT
TRAVIS MONK
QUOTE EXPIRATION DATE
TMONK@BFCONTRACTING.COM
September 30, 2026
**See Price Escalators**
STREET ADDRESS
11011 N 23RD AVE
CITY, STATE, ZIP
PHOENIX, AZ 85029-4828
CUSTOMER NO.
992678
4129 E Van Buren St, Suite 200
Phoenix, AZ 85008
(602) 685-3400
QUOTE NUMBER: 157490
SALES REP: Villegas, Raul
(480) 298-0157
Raul.Villegas@MartinMarietta.com
PRODUCT CODE
MATERIAL DESCRIPTION
UOM
USAGE
SLUMP
QTY
PRICE
PHCLSM
1/2 SACK ABC SLURRY (PHCLSM1/2)
CY
SLURRY
8
1225
$107.00
2303141
MAG A, 1"
CY
ENCASEMENT
3-5
30
$144.00
2403141
MAG AA, 1"
CY
ENCASEMENT
3-5
30
$150.00
ADDITIONAL COMMENTS
PRICES DO NOT INCLUDE TAX
ESCALATION NOTES:
CUBIC YARD PRICE INCREASE: 4/1/2026 INCLUDED
CUBIC YARD PRICE INCREASE: 10/1/2026 $8.00
Add:
Add Miscellaneous Extra Charges:
$10.00 Per Load Transportation Surcharge - Add to Above Pricing
$8.00
Per Cubic Yard per each 1% Non Chloride Accelerator (available in 0.25% increments)
$1.00 Per Cubic Yard Environmental Fee - Add to Above Pricing
$3.00
Per Cubic Yard per Each 30 Minute Increment of Hydration Stabilizer (Retarder)
$1.00 Per Cubic Yard Tempered Water Service Fee
$7.00
Per Cubic Yard Mono/Micro Fiber (1LB per Cubic Yard)
$10.00 Per Cubic Yard Saturday Premium Charge
$4.00
Per Pound of Color per Sack of Cement per Cubic Yard
$50.00
Color Washout Fee per Load
$250.00
Per Load Short Load Delivery Fee (Orders of 6 CYs or Less)
$2.00
Per Minute of Wait Time per Load After 45 Minutes (on job standby)
$5.00
Per Gallon Nitro (3 gallons is equivalent to 20 LBs. of ice) Call for Availability
$0.75
Per Pound Ice
$8.00
Per Cubic Yard Cancellation Fee within 24 Hours of Scheduled Start Time ($200 minimum fee)
$100.00
Per Load Multi-Stop Delivery Fee (per stop)
Above pricing is valid for 30 days from quote date, written quote acceptance is required to hold pricing beyond 30 days.
Prices are FOB job site unless noted otherwise and do not include taxes. Sales Tax owed unless exempt documentation is received before the first pour.
See item 7. TERMS: NET 30 DAYS. If not paid when due, Applicant agrees to pay interest charges at the rate of 1.5% per month or the maximum lawful rate, whichever is lower,
and Seller's reasonable costs of collection, including reasonable attorneys’ fees.
Signature:_______________________________________________________
Quote Date: 10/1/2025
Accepted by: __________________________________________
Please Note
All concrete as bid is per 90 minute max delivery and 95 degree max concrete temperature unless noted otherwise. All Concrete as Bid contains Type F Ash and normal weight aggregate unless specifically
noted. All concrete pricing above is valid from Monday thru Friday during normal business hours unless noted otherwise. Aggregates are a naturally occurring material which can contain particles that
degrade or stain concrete. It is not possible to completely remove all such particles; however, the occurrence is infrequent, and the bulk aggregate meets the Limits for Deleterious Substances and Physical
Property Requirements of Coarse Aggregate for Concrete as outlined in ASTM C 33. Martin Marietta does not warranty against these infrequent occurrences.
Minimum amount of standard concrete for deliveries is 2 cubic yards, specialty concrete is 4 cubic yards. Buyer is responsible for safe access to work area and wash out containment area for all deliveries.
PROJECT AREAS
SEE KEYMAP
SHT 04
3221025B
SHT. OF
01
20
AREA OF DISTURBANCE
NET AREA OF DISTURBANCE
TOTAL AREA OF DISTURBANCE
33 SY
33 SY
UTILITY CONFLICT CONTACT INFORMATION
ESTIMATED MANHOLE QUANTITIES
MODIFY & REPAIR MANHOLE CONE
2 EA
JOINT TEMPE - MESA SEWER REHABILITATION - 2025
ESTIMATED PIPE QUANTITIES
42" CIPP LINER
36" CIPP LINER
761 LF
469 LF
AC PAVEMENT
33 SY
PROJECT # ___________ DS # __________ EN # ____________ TITLE: ______________________________________
REVISIONS
NO. DESCRIPTION DATE
SOUTHERN AVE.
BROADWAY RD
APACHE BLVD
UNIVERSITY DR.
202 FREEWAY
RIO SALADO PARKWAY
101 FREEWAY
SALT RIVER
McCLINTOCK DR.
SCOTTSDALE RD.
COLLEGE AVE.
PRIEST DR.
McKELLIPS RD.
CURRY RD.
BASELINE RD.
GUADALUPE RD.
ELLIOT RD.
WARNER RD.
KNOX RD.
WESTERN CANAL
RAY RD.
RURAL RD.
I-10 FREEWAY
KYRENE CANAL
KYRENE RD.
HIGHLINE CANAL
MILL AVE.
HARDY DR.
U.P.R.R.
U.P.R.R.
PRICE RD.
52nd. ST.
48TH ST.
CANAL
WASHINGTON ST.
VAN BUREN ST.
GRAND
SALT
RIVER
LAKE
24
23
22
21
20
17
16
15
14
13
12
11
10
9
8
1
2
3
4
5
31
18
11
6
31
30
19
36
18
35
34
33
32
29
28
27
26
25
24
23
22
21
20
17
16
15
14
13
13
11
10
3
9
ONE MILE
EPOXY COAT MANHOLE
1747 SF
60" COMPOSITE INSERT
17 VF
COX COMMUNICATIONS
DATE
CENTURYLINK
DATE
SRP
DATE
SOUTHWEST GAS
DATE
ZAYO
DATE
USIC DISPATCH CENTER - (800) 778-9140 05/15/2025
USIC DISPATCH CENTER - (800) 778-9140 05/15/2025
ELM LOCATING DISPATCH - (623) 780-3350 05/15/2025
SRP BLUESTAKE - (602) 236-8026 05/15/2025
ZAYO LOCATE DESK - (800) 364-1063 05/15/2025
PROJECT NO. 3221025B
CITY OF TEMPE
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
AS-BUILT INFORMATION IS INCLUDED IN THESE AREAS
ON THIS SET OF DRAWINGS
[TO BE COMPLETED BY CITY INSPECTOR]
COMMUNITY DEVELOPMENT
PERMITS REQUIRED FOR
THIS SET OF DRAWINGS
SEWER (SW)
WATER (WA)
WATER-RECLAIMED (WA)
STORM DRYWELL (DR)
PAVING (PV)
OFFSITE (C, G, SW, DW)
GRADING/DRAINAGE (DR)
FIRE LINE (UF)
CITY IRRIGATION
SHARED USE PATH
LANDSCAPE/SPRINKLER
STREET LIGHTS (ST)
BUILDINGS
BUILDING (BP)
WATER/SEWER (WS)
FIRE (FR)
DEFERRED SUBMIT (DEF)
OTHER
AS-BUILT PLANS CHECKED FOR FIELD CHANGES
CITY INSPECTOR: DATE:
PARCEL #:
REFERENCE
1/4 SECTION
LOCATION
SW21N4
NW16N4
NW31N4
NW32N4
NE32N4
SW34N4
NW34N4
APPROVED
DEPUTY PUBLIC WORKS DIRECTOR /
DATE
CITY ENGINEER
CONTACTS:
CITY OF TEMPE
31 EAST FIFTH STREET
GARDEN LEVEL, WEST WING
TEMPE, AZ 85281
(480) 350-8200
ENGINEER/ARCHITECT:
ARNO I. LESKINEN, PE
DIBBLE
3020 E CAMELBACK RD, SUITE 201
PHOENIX, AZ 85016
(602) 957-1155
DESCRIPTION
COVER SHEET
02
01
SHEET NO.
KEYMAP
04
GENERAL NOTES
ABBREVIATIONS & LEGEND
03
CONCEPTUAL BYPASS PLAN
18-20
PIPE & MANHOLE REHABILITATION
05-13
DETAILS
14-17
MAYOR
COREY D. WOODS
VICE MAYOR
DOREEN GARLID
CITY COUNCIL
JENNIFER ADAMS
NIKKI AMBERG
ARLENE CHIN
BERDETTA HODGE
RANDY KEATING
CITY MANAGER
ROSA INCHAUSTI
CITY ENGINEER
MARK A. WEBER, PE
12-01-2025
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
02
“
”
¾”
”
”
“
”
“
”
”
”
“
”
“
”
GENERAL NOTES
NO OVERLAY
INCLUDED
NO PAVEMENT
SEAL INCLUDED
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
03
ABBREVIATIONS & LEGEND
STANDARD ABBREVIATIONS & LEGEND
NEW
EXISTING
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
04
KEYMAP
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONSTRUCTION NOTES
REMOVAL NOTES
05
PIPE & MANHOLE REHABILITATION
REFERENCE NOTES
PRIEST DR
2
2
3
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONSTRUCTION NOTES
REMOVAL NOTES
06
PIPE & MANHOLE REHABILITATION
REFERENCE NOTES
COLLEGE AVE
3
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONSTRUCTION NOTES
REMOVAL NOTES
07
PIPE & MANHOLE REHABILITATION
REFERENCE NOTES
COLLEGE AVE
TYPICAL END
SEAL PER CIPP
LINING
SPECIFICATION
SECTION 02148
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
CONSTRUCTION NOTES
REMOVAL NOTES
08
PIPE & MANHOLE REHABILITATION
US 60 AT MILL AVE
REFERENCE NOTES
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
CONSTRUCTION NOTES
REMOVAL NOTES
09
PIPE & MANHOLE REHABILITATION
PRIEST DR
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
10
PIPE & MANHOLE REHABILITATION
PRIEST DR
CONSTRUCTION NOTES
REMOVAL NOTES
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
11
PIPE & MANHOLE REHABILITATION
PRIEST DR
CONSTRUCTION NOTES
REMOVAL NOTES
REFERENCE NOTES
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
12
PIPE & MANHOLE REHABILITATION
PRIEST DR
CONSTRUCTION NOTES
REMOVAL NOTES
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
N/A
13
PIPE & MANHOLE REHABILITATION
SOUTHERN AVE
CONSTRUCTION NOTES
REMOVAL NOTES
DETAILS
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
14
DETAILS
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
B
B
A
A
15
16
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
DETAILS
16
NA
NA
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
DETAILS
17
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONCEPTUAL BYPASS PLAN
N/A
REFERENCE NOTES
18
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONCEPTUAL BYPASS PLAN
N/A
REFERENCE NOTES
19
PUBLIC WORKS DEPARTMENT
DESIGNED: AF
DRAWN: SKF
DATE
PROJECT NO.
CHECKED: AIL
P.O. BOX 5002, TEMPE, AZ 85280
SCALE:
SURVEYED: N/A
DESCRIPTION
SHT
C I T Y O F T E M P E
ENGINEERING DIVISION
Tempe, Arizona
OF
MARK
DATE
DESCRIPTION
BY
10/2025
3221025B
20
CONSTRUCTION NOTES
NOTE:
ELEVATIONS & DIAMETERS OBTAINED FROM CITY
PROVIDED GIS GEODATABASE & DIGITAL CCTV.
CONTRACTOR SHALL FIELD VERIFIY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS.
1"=20'
HORIZ:
VERT:
Tempe, Arizona
JOINT TEMPE - MESA SEWER
REHABILITATION - 2025
CONCEPTUAL BYPASS PLAN
N/A
REFERENCE NOTES
20
Joint Tempe-Mesa Sewer Rehabilitation - 2025
Project No.: 3221025B
TECHNICAL SPECIFICATIONS
Submitted To:
CITY OF TEMPE
October 27, 2025
Mayor
Corey D. Woods
Vice Mayor
Doreen Garlid
City Council
Submitted by:
Jennifer Adams
Nikki Amberg
Arlene Chin
Berdetta Hodge
Randy Keating
www.dibblecorp.com
EXHIBIT B
[This page intentionally left blank for double sided printing]
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
TOC - 1
October 27, 2025
JOINT TEMPE-MESA SEWER REHABILITATION – 2025
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
Section
Subject
Pages
DIVISION 1 – GENERAL REQUIREMENTS
01010
Summary of Work
01010-2
01014
Work Sequence
01014-4
01015
Contractor’s Use of Premises
01015-2
01060
Health and Safety
01060-4
01062
Permits and Easements
01062-2
01064
Inspection and Testing
01064-2
01071
Standard References
01071-4
01102
Contractor’s Hazardous Materials Management Program
01102-4
01300
Submittals
01300-6
01310
Progress Schedule
01310-2
01380
Photographs and Video Recordings
01380-2
01550
Contractor’s Utilities
01550-2
01560
Environmental Controls
01560-10
01700
Restoration of Improvements
01700-2
01999
Reference Forms
01999-12
DIVISION 2 – SITE WORK
02100
Traffic Control
02100-2
02145
Diversion of Sewage Flow and Dewatering
02145-6
02148
CIPP Lining of Existing Sewers
02148-18
02760
Sewer Pipe and Sewer Structure Cleaning
02760-4
02761
Remote CCTV Inspection of Existing and Rehabilitated Sewers
02761-6
DIVISION 9 - FINISHES
09710
Concrete and Masonry Coating
09710-28
09720
Fiber Reinforced Polymer (FRP)
09720-24
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
TOC - 2
October 27, 2025
DIVISION 13 – MISCELLANEOUS
13000
Special Protective Materials Installation
13000-8
13130
Polymer Concrete Manhole Insert
13130-14
13133
Polypropylene Grade Adjusting Rings
13133-4
SECTION 01010
SUMMARY OF WORK
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01010 - 1
October 27, 2025
PART 1 - GENERAL
1.01
SCOPE
A. All construction shall be provided in accordance with the requirements of the 2025
Revision to the 2020 Maricopa Association of Government (MAG) and the 2014 City
of Tempe Supplement to MAG Uniform Standard Specifications and Details for Public
Works Construction.
B. The Contractor shall provide all materials, equipment, and labor necessary to
rehabilitate / replace sanitary sewer access manholes utilizing epoxy coating
technologies, composite inserts, and/or open cut replacement/installation methods
according to project design drawings and/or technical specifications.
C. Major work to be performed under this contract includes, but is not limited to the
following:
1. Provide all traffic control on streets, alleys and driveways during construction as
necessary for sanitary sewer access manhole rehabilitation and bypass operations.
Traffic control plans shall be submitted to the City for approval prior to construction
activities.
2. Restore area disturbed by construction activities back to pre-construction
conditions.
3. Provide coordination with the City for public notification of construction activities
to the general public.
4. Provide all bypass pumping, piping, power, noise control, and odor control
including materials, labor and equipment necessary to divert sanitary sewage flows
around the rehabilitation construction area as necessary to complete the work.
5. Provide all equipment, labor, and materials required to modify and repair PVC T-
Lock lined RCP for bypass suction ports.
6. Coordinate work activities with adjacent businesses, public events and special
needs i.e. medical and emergency response.
7. Maintain access to private properties including sidewalks and driveways as
necessary during the course of the work. Maintain sanitary sewer service to
properties as necessary to prevent sewage backups into homes and businesses.
8. Provide all necessary equipment to prevent construction debris from entering
sanitary sewer system.
9. Perform initial cleaning of sanitary sewer pipe to remove all grease, scale, roots,
debris, and foreign protrusions prior to pipe rehabilitation.
10. Perform “pre” pipe rehabilitation analog CCTV and “post” pipe rehabilitation
digital panorama CCTV condition documentation.
SECTION 01010
SUMMARY OF WORK
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01010 - 2
October 27, 2025
11. Provide all equipment, labor, and materials required to install CIPP liner sanitary
sewer pipes as indicated in the design drawings and technical specifications.
12. Provide all equipment, labor, and materials to remove cone and modify
bench/throat interface as required for CIPP liner installation.
13. Provide all equipment, labor, and materials required to re-install manhole cone and
apply Fiber Reinforced Polymer wrap onto bench/throat interface, as required post
CIPP liner installation.
14. Provide all equipment, labor, and materials required to grit and hydro blast clean
and epoxy coat access manholes as indicated in the Design Drawings and Technical
Specifications.
15. Provide all equipment, labor, and materials to install polymer concrete manhole
insert as indicated in the Design Drawings.
16. Provide “post” rehabilitation panorama digital scan of manholes to document as-
built conditions.
1.02
UTILITIES
A. The Contractor shall field locate and verify the horizontal and vertical location of all
access manholes along with wet and dry utilities prior to conducting any excavation
work.
B. The Contractor is required to contact Arizona 811, formerly Blue Stake, at (602) 263-
1100 at least two (2) working days prior to start of any excavation.
C. Quarter Section maps of the City’s sanitary sewer collection system are available upon
request from the City. It shall be the responsibility of the Contractor to coordinate,
obtain and pay all fees associated with obtaining copies of these maps. The Contractor
shall not solely rely upon the information contained in the mapping and shall field
verify for accuracy.
1.03
FLOW CHARACTERISTICS
A. The project sanitary sewer collection system receives wastewater from residential,
commercial, and industrial facilities within the City. The Contractor shall bypass flows
around the work area described in the project as necessary to complete the work
specified.
B. The collection system may receive nuisance runoff water during storm events.
Volumes of nuisance water are unpredictable. Contractor shall be responsible to take
appropriate precaution when rain events are pending.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01014
WORK SEQUENCE
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01014 - 1
October 27, 2025
PART 1 - GENERAL
1.01
CONTINUITY OF FACILITY OPERATIONS
Work under this Contract shall be planned, scheduled and performed so as to minimize
disruption to the operation of existing business, facilities, surrounding residents and the
traveling public. The Contractor shall provide all equipment and facilities (including
piping, pumps, odor mitigation, and noise control along with standby power, pumps,
equipment and appurtenances) necessary to maintain flow through and/or around existing
facilities. Contractor shall be responsible for traffic control to redirect the flow of traffic
through and/or around the work area.
1.02
PROJECT COMPLETION
The project shall be completed within the contract time as outlined in the Agreement.
1.03
PUBLIC INFORMATION
A. Refer to Technical Specification Section 01310 - Progress Schedule
1.04
PROJECT CONSTRUCTION COORDINATION
A. At the Preconstruction Meeting, the Contractor shall designate a Representative who
will be on the job and available for communication at all times for the duration of the
construction contract. The Contractor’s Representative shall be available 24 hours a
day by mobile telephone, home telephone, or other means acceptable to the City or
City’s Representative. The representative shall be the contact person representing the
Contractor, and shall be capable of giving direct field orders as the need arises. Official
job communication shall be conducted between Contractor’s Representative and the
City or City’s Representative.
B. The Contractor shall obtain written approval from the City or City’s Representative 72
hours in advance of any change in the Contractor’s daily work schedule. Work
performed at times other than the approved schedule must first be approved by the City
or City’s Representative.
C. The Contractor’s Representative shall attend a weekly construction progress meeting.
Location of the meeting shall be determined by the City or City’s Representative. The
Contractor shall present and distribute copies of the two week look-ahead schedule,
report on status of resident concerns reported, any Traffic Control Plan updates, and
upcoming construction activity coordination.
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01014 - 2
October 27, 2025
D. Field Superintendent shall be responsible for coordination of the work schedule. It
shall be the responsibility of the Contractor to sequence work to resolve conflicts with
adjacent construction and schedule work accordingly to minimize disruption. The City
will not entertain Contractor claims for additional compensation arising out of
construction delays caused by adjacent construction work. City may at its sole
discretion grant an extension of contract time due to unforeseen delays caused by
adjacent construction activity conflicts.
1.05
SCHEDULING AND SEQUENCING CONSTRAINTS
A. The Contractor shall rehabilitate sanitary sewer access manholes identified in the
Design Drawings. Once construction activities commence, the Contractor shall
continue uninterrupted until all sanitary sewer access manholes identified are
completed unless variance is obtained in writing from the City.
B. No construction activities shall begin on-site until all required submittals are
transmitted to the City or City’s Representative and returned with a signed and dated
approved stamp attached.
C. Traffic control shall remain in effect as dictated by the approved Traffic Control Plan
and Permit until all work is completed and inspected. Contractor shall maintain access
to all private properties within the project area on a 24-hour basis unless written
approval is otherwise obtained from property(s) owners for reduced access. Copies of
all written approvals shall be provided to the City or City’s Representative prior to
work commencing. Refer to Technical Specification Section 02100 – Traffic Control.
D. Bypassing sewage flow as required for rehabilitation of sanitary sewer access manholes
is part of this contract. Refer to Technical Specification Section 02145 – Diversion of
Sewage Flow and Dewatering for the bypass pumping requirements and restrictions.
E. The Contractor shall perform a detailed inspection of the work to confirm completion
of all work items and conformance to the project Technical Specifications. Final
inspection of the work will be carried out by the City or City’s Representative after
receipt of the Contractor’s written request for final inspection.
F. After receipt of the Contractor’s written notice of work completion, the City or City’s
Representative will perform a detailed inspection and will create a punch list of
omissions and defects observed. Punch list items shall be promptly corrected by the
Contractor. The Contractor shall then schedule a time for re-inspection by the City or
City’s Representative upon satisfactory completion of the punch list items. All costs
associated with re-inspection, including the City’s Representative’s time and re-
inspection costs, shall be the responsibility of the Contractor.
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01014 - 3
October 27, 2025
1.06
CONTRACTOR WORK HOURS
A. The Contractor shall ensure adequate resources are available to complete all work
within regular business hours per City of Tempe-Code of the City Chapter 20 Section
20-8 – Construction of buildings and projects.
B. Contractor may be required to operate bypass pumping systems 24-hous per day or
work at night to minimize disruption to area residents or businesses. It shall be the
responsibility of the Contractor to ensure City of Tempe work permit allows for
extended work hours.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01014
WORK SEQUENCE
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01014 - 4
October 27, 2025
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SECTION 01015
CONTRACTOR’S USE OF PREMISES
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01015 - 1
October 27, 2025
PART 1- GENERAL
1.01
OWNER’S RESPONSIBILITIES
A. The City of Tempe staff is responsible for operating the existing sewers and facilities
throughout the execution of this Project.
1.02
CONTRACTOR’S RESPONSIBILITIES
A. Except where the Contractor is bypassing flows, sewer and force main (if present) pipes
shall remain in operation throughout the performance of this Project. All coordination
between the City of Tempe’s operations personnel and the Contractor on all matters
shall be through the City’s appointed Project Manager unless otherwise approved in
writing by the City.
1.03
USE AND OPERATION OF EXISTING FACILITIES
A. The Contractor shall not interfere with the operation of existing sewers and sanitary
sewer pipes, except to bypass flows as necessary to perform the work. The Contractor
shall exercise every precaution to ensure that debris and material from its operation
does not enter the sewer. Any debris or blockage entering into the sewer as a result of
the Contractor’s work shall be immediately removed at the Contractor’s expense. Any
damages caused by or as a result of the debris entering the sewer shall be the
responsibility of the Contractor.
B. All costs, coordination, permits, and fees associated with the location of staging areas,
material, equipment storage, and site trailer location (if applicable) shall be the
responsibility of the Contractor. The Contractor shall submit copies of individual
landowner agreements (if present) to the City. All disturbed areas shall comply with
the dust control plan required by Maricopa County Environmental Services Department
as specified in Technical Specification Section 01062 – Permits and Easements.
1.04
TRAFFIC:
A. The Contractor shall comply with Technical Specification Section 02100 – Traffic
Control.
1.05
DAMAGE TO EXISTING PROPERTY
A. Contractor shall be responsible for any damage to existing structures, piping, work,
materials, or equipment because of its operations, and shall repair or replace any
damaged structures, piping, work, materials or equipment to the satisfaction of, and at
no additional cost to the City.
SECTION 01015
CONTRACTOR’S USE OF PREMISES
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01015 - 2
October 27, 2025
B. Contractor shall protect all existing structures and property from damage.
C. Contractor shall be responsible for all damage to streets, roads, curbs, sidewalks,
walking trails, driveways, ditches, embankments, drainages, floodways, landscaping,
or other public or private property, which may be caused by the work including
transporting equipment, materials, or workers to or from the work. Contractor shall
make satisfactory and acceptable arrangements with the agency having jurisdiction
over the damaged property concerning its repair or replacement and/or as specified in
these Technical Specifications.
D. Contractor shall be responsible for any and all damage to private property as caused by
the Contractor’s operations including but not limited to sewage spills/backups.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01060
HEALTH AND SAFETY
__________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01060 - 1
October 27, 2025
PART 1 - GENERAL
1.01
HEALTH AND SAFETY REGULATIONS
A. The Contractor shall exercise precaution at all times for the protection of persons
(including employees) and property. The Contractor shall comply with the provisions
of all applicable laws, pertaining to such protection including all Federal, State and
Local occupational safety and health acts, codes, standards and regulations
promulgated thereunder. Contractor shall have copies of, but not limited to, confined
space entry permit on-site and available for review any time work activities are
commencing.
B. Contractor shall comply with the provisions of the Federal Occupational Safety and
Health Act, as amended.
C. Contractor shall comply with the provisions of the Maricopa County Air Quality
Department.
D. The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of the employees as may be necessary to comply with the
requirements and regulations of the Arizona State Department of Health and/or as
specified by the Maricopa County Health Department, Sanitary Code.
E. The Contractor shall provide all safeguards, safety devices and protective equipment
and take any other needed actions, on his own responsibility reasonably necessary to
protect the life and the health of employees on the job, the safety of the public, and to
protect property in connection with the performance of the work covered by this
contract.
1.02
SPECIAL CONSIDERATIONS
A. GENERAL
This Technical Specification Section describes certain minimum precautions the
Contractor shall consider in developing its health and safety program. It supplements
the regulatory requirements of Paragraph 1.01 and the requirements of the General
Conditions. Sewers and appurtenant structures are considered confined spaces and are
subject to federal, state and local regulations governing confined space entry and safety
procedures.
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01060 - 2
October 27, 2025
B. INFECTIOUS DISEASES:
Contractor should anticipate that a wide spectrum of disease-producing organisms will
be present in the sewer. In addition to the requirements set forth in the regulations
described in Paragraph 1.01 above, the Contractor shall provide the following as a
minimum:
1. Instruction in appropriate disease-prevention mechanisms and personal sanitation
practices for all workers and supervisors.
2. A preventative inoculation program (tetanus/diphtheria, hepatitis, etc.) to all
workers and supervisors.
3. Clothing to protect against infection, including rubber boots with full sole and heel
steel insert-liners, safety glasses or goggles, and gloves to all workers and
supervisors.
C. DANGEROUS GASES AND OXYGEN DEFICIENCY:
The sewer access manholes and junction structures are confined spaces, which mean
they have a limited means of egress and are subject to the accumulation of dangerous
gases or oxygen deficiency. Volatile petroleum products and common household
hazardous materials may be present within the sewer. Explosive gases, such as methane
generated from decomposing organic material, may be accumulated. Toxic gases, such
as hydrogen sulfide, may be present in life-threatening concentrations. Significant
oxygen depletion may occur. In addition, construction procedures may require
combustion engine machinery to be located in or near the work site. Therefore, gaseous
combustion by-products, such as carbon monoxide, may be present.
In addition to the requirements set forth in the regulations described in Paragraph 1.01
above, the Contractor shall provide the following:
1. Portable atmospheric monitors that measure levels of oxygen, explosive gas
(methane), carbon monoxide, and toxic gas (hydrogen sulfide). Monitors shall be
properly calibrated and carefully maintained throughout the construction period.
Monitors shall be used continuously while personnel are in the sewer.
D. TOXIC CHEMICALS:
Toxic chemicals may be part of the construction process. The Contractor shall abide by
all handling procedures recommended by the manufacturer when dealing with toxic
chemicals.
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01060 - 3
October 27, 2025
E. ASBESTOS-CEMENT PIPE:
The Contractor shall abide by all asbestos-cement handling procedures as required by
all local, state and federal regulatory agencies.
1.03
SUBMITTALS
Contractor shall submit Health and Safety Plan according to Technical Specification
Section 01300 – Submittals.
PART 2 - PRODUCTS
2.01
HEALTH AND SAFETY PLAN
A. GENERAL
The Contractor shall develop and maintain for the duration of the Contract three copies
of a Health and Safety Plan that will effectively incorporate and implement all required
health and safety precautions. At least one copy shall be located on the Contractor's
work site.
B. COMPLIANCE
The Contractor shall appoint an on-site employee who is qualified, trained and
authorized to supervise and enforce compliance with the Health and Safety Plan. The
Contractor is responsible for ensuring that necessary gas monitoring, protective
clothing, and other supplies and equipment as specified are available to implement this
plan.
C. REVISIONS
In the event that regulatory agencies or jurisdictions determine the Health and Safety
Plan to be inadequate to protect employees and the public:
1. The Contractor shall stop the work in progress until adequate safety measures are
implemented.
2. The Contractor shall modify the plan to meet the requirements of said regulatory
agencies, jurisdictions, and the City.
3. The Contractor shall provide the City and City’s Representative with the revisions
to the plan within two (2) days of the notice of deficiency.
SECTION 01060
HEALTH AND SAFETY
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01060 - 4
October 27, 2025
D. MINIMUM CONSIDERATIONS
The Health and Safety Plan shall, as a minimum, include the following considerations:
1. Objective.
2. Key personnel and responsibilities.
3. Hazard analysis of the work activities and environment.
4. Training requirements, including authorized personnel and qualifications for work
in confined spaces.
5. Personal protective equipment.
6. Confined Space Entry Plan.
7. Site control measures.
8. Work practices, decontamination procedures, and work limitations.
9. Emergency procedures, including sewer evacuation plan, location of first aid, fire
extinguishers, eyewash, drinking water, map showing route to nearest medical
facility, list of key personnel who are currently certified in first aid/CPR.
10. Job site cleanup, and spill containment and cleanup procedures.
11. Telephone numbers:
a.
24-hour number to contact Contractor's Representative.
b. Emergency services.
c.
City
d. City’s Representative.
12. Documentation (training, injury or illness, respirator-fit tests, hazards notification
log, etc.).
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01062
PERMITS AND EASEMENTS
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01062 - 1
October 27, 2025
PART 1 - GENERAL
1.01
EASEMENTS
All sewers and access manholes are assumed to be located in the City of Tempe right-of-
way or utility easements. Contractor shall be responsible to limit construction activities to
within these areas.
1.02
PERMITS TO BE OBTAINED BY THE CONTRACTOR
Contractor shall obtain any additional permits and access agreements required by the work
and shall pay all costs thereof, including agency inspections. The Contractor shall comply
with all applicable terms and conditions therein and provide copies to the City’s
Representative before working in areas covered by those permits. The following permits,
but not necessarily limited to the following, shall be obtained by the Contractor if
applicable to the work:
1)
Occupational Safety and Health Association (OSHA) – Confined Space Entry
Permit
2)
Arizona Department of Environmental Quality (ADEQ) – Air Quality Division
3)
Arizona Department of Transportation (ADOT) – Encroachment Permit
4)
City of Tempe - Construction Permit
5)
Others as applicable
1.03
POSTING
Permits shall be posted (or available for review) at the site of the work at all times work
is commencing. All permits shall be submitted to the City in accordance with Technical
Specification Section 01300 – Submittals.
PART 2 – PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01062
PERMITS AND EASEMENTS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01062 - 2
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01064
INSPECTION AND TESTING
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01064 - 1
October 27, 2025
PART 1 - GENERAL
1.01
INSPECTION AND TESTING OF MATERIALS
All workmanship and materials shall be subject to inspection by the City or City’s
Representative, who may select samples of materials in such a quantity as the City or City’s
Representative may deem necessary to determine their qualities, as herein specified. Any
samples taken shall be at the discretion of the City and shall be in addition to those required
to be taken by the Contractor as specified in these Technical Specifications, manufacturer’s
recommendations, and permits requiring test results. The City or City’s Representative will
accept or reject the materials in accordance with the results of such trials or from test results
submitted from an independent testing laboratory. All rejected materials shall be promptly
replaced to the satisfaction of the City or City’s Representative. The Contractor shall assist
the City or City’s Representative by providing access to the location where the work is in
progress. The Contractor shall replace rejected work and materials and bear all costs for
doing so.
Non-rejection or non-inspection of materials does not constitute acceptance by the City or
the City’s Representative.
The City’s or City’s Representative’s inspection will be provided on an 8-hour per day, 5-
day per week basis, excluding weekends and holidays. The Contractor shall not schedule
any overtime work which requires inspection, survey or material testing without written
permission from the City’s Representative two (2) working days before the proposed
overtime work. The City reserves the right to deny the requested overtime. If an overtime
request is denied, the City may extend the contract time at no additional cost to the City.
1.02
REFERENCES
Refer to Technical Specification Section 02148 – CIPP lining of Existing Sewers
Refer to Technical Specification Section 09710 – Concrete and Masonry Coating.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01064
INSPECTION AND TESTING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01064 - 2
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01071
STANDARD REFERENCES
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01071 - 1
October 27, 2025
PART 1 - GENERAL
1.01
ABBREVIATIONS
Wherever used in the Contract Documents, the following abbreviations will have the
meanings listed:
AAC
Arizona Administrative Code
1700 West Washington, 7th Floor
Phoenix, AZ 85007-2808
AASHTO
American Association of State Highway and Transportation
Officials
444 North Capitol Street, N.W., Suite 249
Washington, D.C. 20001
ACI
American Concrete Institute
38800 Country Club Drive
Farmington Hills, MI 48331-3439
ADEQ
Arizona Department of Environmental Quality
1110 West Washington Street
Phoenix, AZ 85007
ADOT
Arizona Department of Transportation
206 South 17th Avenue
Phoenix, AZ 85004
ADWR
Arizona Department of Water Resources
3550 North Central Avenue, Suite 200
Phoenix, AZ 85012
AEIC
Association of Edison Illuminating Companies
600 North 18th Street
Birmingham, AL 35203
AISC
American Institute of Steel Construction, Inc.
130 East Randolph, Suite 2000
Chicago, IL 60601
AISI
American Iron and Steel Institute
25 Massachusetts Avenue, N.W., Suite 800
Washington, D.C. 20001
SECTION 01071
STANDARD REFERENCES
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01071 - 2
October 27, 2025
ANSI
American National Standards Institute, Inc.
1899 L Street, N.W., 11th Floor
Washington, D.C. 20036
API
American Petroleum Institute
1220 L Street, N.W.
Washington, D.C. 20005
ASCE
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, Virginia 20191
ASCII
American Standard Code for Information Interchange
United States of America Standards Institute
10 East 40th Street
New York, NY 10016
ASTM
American Society for Testing and Materials
100 Barr Harbor Drive
P.O. Box C700
West Conshohocken, PA 19428-2959
AT & SFRR
Atchison, Topeka and Santa Fe Railroad
AWS
American Welding Society
8669 N.W. 36th Street, Suite 130
Miami, FL 33166-6672
AWWA
American Water Works Association
6666 West Quincy Avenue
Denver, CO 80235
BOCA
Building Officials and Code Administrators
7926 Halstead
Homewood, IL 60430
CFR
Code of Federal Regulations
Superintendent of Documents
Government Printing Office
Washington, D.C. 20402
CMAA
Crane Manufacturers Association of America, Inc.
(Formerly called: Overhead Electrical Crane Institute) (OECI)
8720 Red Oak Boulevard, Suite 201
Charlotte, NC 28217-3992
SECTION 01071
STANDARD REFERENCES
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01071 - 3
October 27, 2025
CRSI
Concrete Reinforcing Steel Institute
933 North Plum Grove Road
Schaumburg, IL 60173-4758
COT
City of Tempe
Engineering Division
31 East 5th Street
Tempe, AZ 85281
EEI
Edison Electric Institute
701 Pennsylvania Avenue, N.W.
Washington, D.C. 10016
FEDSPEC
Federal Specifications
General Services Administration
Specification and Consumer Information
Distribution Branch
Washington Navy Yard, Building 197
Washington, DC 20407
FEDSTDS
Federal Standards
(see FEDSPECS)
FCDMC
Flood Control District Maricopa County
2801 West Durango Street
Phoenix, AZ 85009
IES
Illuminating Engineering Society
120 Wall Street, Floor 17
New York, NY 10005-4001
MAG
Maricopa Association of Governments
302 North 1st Avenue, Suite 300
Phoenix, AZ 85003
MCESD
Maricopa County of Environmental Services Department
1001 North Central Avenue, Suite 200
Phoenix, AZ 85004
NACE
National Association of Corrosion Engineers
15835 Park Ten Place
Houston, TX 77084
SECTION 01071
STANDARD REFERENCES
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01071 - 4
October 27, 2025
NASSCO
National Association of Sewer Service Companies
2470 Longstone Lane, Suite M
Marriottsville, MD 21104
NFPA
National Fire Protection Association
1 Batterymarch Park
Quincy, MA 02169-7471
NPDES
National Pollutant Discharge Elimination System
U.S. Environmental Protection Agency
National Pollutant Discharge Elimination System Program
Office of Water, Office of Wastewater Management
1200 Pennsylvania Avenue, N.W. (Mail code 4203M)
Washington, D.C. 20460
OSHA
Occupational Safety and Health Act
U.S. Department of Labor
Occupational Safety and Health Administration
200 Constitution Avenue, N.W.
Washington, D.C. 20210
SWPPP
Storm water Pollution Prevention Plan
Environmental Protection Agency, Region 9
75 Hawthorne Street,
San Francisco, CA
UBC
Uniform Building Code
Published by ICBO
UL
Underwriters Laboratories Inc.
207 East Ohio Street
Chicago, IL 60611
WABO
Washington Association of Building Officers
Post Office Box 7310
Olympia, WA 98507
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01102 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. The Contractor shall comply with all Federal, State, and local rules and regulations
related to environmental protection and environmental safety including, but not limited
to, the following:
1. Title 29 Code of Federal Regulations Part 1910, Occupational Safety and Health
2. Title 40 Code of Federal Regulations, Protection of Environment
3. Title 49 Code of Federal Regulations, Transportation
4. State Occupational Safety and Health Administration (OSHA)
5. Arizona Department of Environmental Quality (ADEQ)
6. Arizona Department of Water Resources (ADWR)
7. Maricopa County Air Pollution Control Regulations
8. Maricopa County Air Quality Department Regulations
B. In order to ensure the City that the Contractor is complying with the intent of the
regulations stated in Paragraph 1.01.A above, as they relate to the on-site use of
hazardous materials, hazardous wastes and other substances similarly defined in those
regulations, develop and maintain a Contractor’s Hazardous Materials Management
Program that includes as a minimum, but is not limited to the requirements specified
herein. The interests of the City are that accidental spills, site contamination, and injury
of personnel on the site are avoided. The City will not enforce suspected violations of
the rules and regulations referenced in Paragraph 1.01.A above, however the City will
notify the Contractor of suspected violations. If in the opinion of the City, the
Contractor fails to address the suspected violations in a timely and appropriate manner,
the City will notify Federal, State, or local regulatory agencies, report the suspected
violations to them, and request that they inspect the Contractor’s operations. Any fines
that may be levied against the City for violations committed on the site by the
Contractor, as well as any costs to the City associated with cleanup of materials, shall
be reimbursed immediately by the Contractor. All documents required by the program
shall be made available to the City’s Environmental Representative immediately, upon
request.
C. Responsibility for any hazardous waste, as defined in any of the above-listed
regulations, and those generated by the Contractor, belongs to the Contractor. If the
Contractor is going to generate, or has generated, a substance that qualifies as a
hazardous waste, the Contractor must obtain an EPA identification number, listing the
Contractor’s name and construction site address as the generator of the hazardous
waste. Responsibility for the identification, analysis, profiling, transport and disposal
of hazardous wastes generated, belongs to the Contractor. The identification number
can be obtained from the Arizona Department of Environmental Quality (ADEQ). This
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01102 - 2
October 27, 2025
number shall be provided to the City’s Representative within five (5) days after the
Notice to Proceed, or before any hazardous materials are brought onto the site.
1.02
HAZARDOUS MATERIALS PROGRAM REQUIREMENTS
A. Within the regulations listed in Paragraph 1.01.A, above, terms such as hazardous
material, hazardous wastes, and similar terms have varying definitions. To dispel
confusion regarding what materials fall under the Program Requirements and for the
purposes of this Technical Specification Section, Hazardous Material is defined as “any
material, whether solid, semi-solid, liquid, or gas, which, if not stored or used properly,
may cause harm or injury to persons through inhalation, ingestion, absorption or
injection, or which may negatively impact the environment through the use or discharge
of the material on the ground, in the water (including groundwater), or to the air.”
B. All chemicals brought onto the site must be approved by the City. Prior to bringing any
chemical on site, request approval from the City’s Environmental Representative for
each chemical the Contractor proposes to bring on site. At the time of request, the City’s
Environmental Representative may request and receive from the Contractor, specific
information associated with each chemical. The specific information may include, but
is not limited to, MSDS, manufacture, vendor, container size(s), number of containers,
minimum and maximum volume of material intended to be stored on site, as well a
description to the process or procedures in which any requested chemical is to be used.
The City, within five (5) working day from receipt of the specific chemical information,
will inform the Contractor as to whether the chemical has been approved for use on
site.
C. Maintain on site two notebooks containing (1) a chemical inventory, and (2) current
(dated within the past two years) Safety Data Sheets for all materials being used on site,
whether or not they are defined as a Hazardous Material in Paragraph 1.2.A, above.
One notebook shall be kept in the Contractor’s on-site office and the other shall be kept
in a location specified by the City’s Environmental Representative. These notebooks
must be kept up-to-date as materials are brought onto and removed from the site. Copies
of SDS sheets for chemicals removed from the site shall be provided to the City’s
Environmental Representative.
D. Develop an emergency/spill response plan, for each hazardous material or class/group
of materials. As a minimum, the response plan must address the following:
1. Provide a description of equipment on site available to contain or respond to an
emergency/spill of the material.
2. Notification procedures.
3. Response coordination procedures between the Contractor, the City, and the City’s
Representative.
4. Provide a Site Plan showing the location of stored hazardous materials and location
of spill containment/response equipment.
5. Provide a description of the hazardous material handling and spill response training
provided to the Contractor’s employees.
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01102 - 3
October 27, 2025
E. In accordance with applicable Laws and Regulations, properly and safely store all
hazardous materials, which shall include as a minimum, the following:
1. Have a designated storage site for hazardous materials that includes secondary
containment. The site must include barriers to prevent vehicles from colliding with
the storage containers and offer protection from environmental factors such as
weather.
2. Provide signage in accordance with applicable Laws and Regulations, clearly
identifying the hazardous materials storage site.
3. All hazardous materials containers must bear the applicable Hazard Diamonds.
F. Properly label all containers of consumable materials, whether or not they are classified
as Hazardous Materials under this Section. The name of the Contractor or subcontractor
shall be stenciled on any container containing a hazardous material and on any
container over five-gallon capacity containing a non-hazardous material. Any container
must have a label clearly identifying the contents. If any such unlabeled containers are
discovered on the site, the City’s Environmental Representative will notify the
Contractor. Responsibility to remove such containers belongs to the Contractor.
Containers will be properly labeled or removed from the site within one (1) hour. Any
containers that are filled from larger containers must also be properly labeled.
G. The City encourages storage of hazardous materials off site until the materials are
needed on site.
H. Provide all documentation required herein available immediately upon request of the
City’s Environmental Representative. The Contractor’s Safety Representative shall
meet at least monthly with the City’s Environmental Representative to review the
Contractor’s Hazardous Materials Management Program documents, procedures, and
inspect the storage site and job site to ensure the requirements specified herein are being
complied with. Also, provide the City’s Environmental Representative and the City’s
Representative with copies of all permits obtained from environmental regulatory
agencies.
I.
Provide documentation to the City’s Representative and the City’s Environmental
Representative that the Contractor, subcontractors, or others hired by the Contractor
making deliveries of hazardous Materials (as defined in Title 49 CFR) to the site are in
compliance with Title 49 CFR 172.800 – 172.804, which requires each person who
offers for transportation in commerce or transports in commerce one or more of the
following hazardous materials, as defined by Title 49 CFR, must develop and adhere
to a security plan for hazardous materials that conforms to the requirements of this
subpart.
SECTION 01102
CONTRACTOR’S HAZARDOUS MATERIALS
MANAGEMENT PROGRAM
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01102 - 4
October 27, 2025
PART 2 – PRODUCTS
(NOT USED)
PART 3 – EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01300
SUBMITTALS
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 1
October 27, 2025
PART 1 - GENERAL
1.01
GENERAL
Submittals covered by these requirements include manufacturers' information, shop
drawings, test procedures, test results, samples, requests for substitutions, and
miscellaneous work-related submittals. The Contractor shall furnish all specifications,
descriptive data, certificates, samples, tests, methods, schedules, and manufacturer's
installation and other instructions as specifically required in the contract documents to
demonstrate fully that the materials to be furnished and the methods of work comply with
the provisions and intent of the contract documents.
1.02
CONTRACTOR'S RESPONSIBILITIES
The Contractor shall be responsible for the accuracy and completeness of the information
contained in each submittal and shall assure that the material, equipment or method of work
shall be as described in the submittal. The Contractor shall verify that all features of all
products conform to the specified requirements. Submittal documents shall be clearly
edited to indicate only those items which are being submitted for review. All extraneous
materials shall be crossed out or otherwise obliterated. The Contractor shall ensure that
there is no conflict with other submittals and notify the City or City’s Representative in
each case where his submittal may affect the work of another Contractor or the City. The
Contractor shall coordinate submittals among his subcontractors and suppliers.
The Contractor shall coordinate submittals so that work will not be delayed. The Contractor
shall coordinate and schedule different categories of submittals, so that one will not be
delayed for lack of coordination with another. No extension of time will be allowed because
of failure to properly schedule submittals. The Contractor shall not proceed with work
relating to a submittal until the submittal process is complete. This requires that submittals
for review and comment shall be returned to the Contractor stamped "No Exceptions
Taken" or "Make Corrections Noted."
The Contractor shall certify on each submittal document by signing Transmittal Form
01999-A specified in Technical Specification Section 01999 – Reference Forms they have
reviewed the submittal, verified field conditions, and complied with the contract
documents.
The Contractor may authorize in writing a material or equipment supplier to deal directly
with the City’s Representative or with the City with regard to a submittal. These dealings
shall be limited to contract interpretations to clarify and expedite the work.
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 2
October 27, 2025
1.03
CATEGORIES OF SUBMITTALS
A. GENERAL
Submittals fall into two general categories; submittals for review and comment, and
submittals, which are primarily for information only. Submittals, which are for
information only, are typically specified in the Part 2 - PRODUCTS of the individual
Technical Specification section.
a.
SUBMITTALS FOR REVIEW AND COMMENT:
All submittals except where specified to be submitted as product data for
information only shall be submitted by the Contractor to the City or City’s
Representative for review and comment.
b. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY
Where specified, the Contractor shall furnish submittals (product data) to the City
or City’s Representative for Information only.
1.04
TRANSMITTAL PROCEDURE
A. GENERAL
The City or City’s Representative will furnish the Contractor a list of numbers for
anticipated submittals as specified in the Construction Documents. The list of
submittals will be marked for review and comment and product data (submittals) for
information only. The list is not intended to be an all-inclusive list of submittals
required. Contractor shall coordinate additional submittals and corresponding submittal
numbers with the City or City’s Representative.
Unless otherwise specified, all submittals shall be accompanied by Transmittal Form
01999-A specified in Technical Specification Section 01999 – Reference Forms. A
separate Transmittal Form shall be used for each specific item, class of material, and
items specified in separate, discrete sections, for which the submittal is required.
Submittals for various items shall be made with a single form when the items taken
together constitute a manufacturer's package or are so functionally related that
expediency indicates checking or review of the group or package as a whole.
A unique number, sequentially assigned, shall be noted on the transmittal form
accompanying each item submitted. Original submittal numbers shall have the
following format: "XXX"; where "XXX" is the sequential number assigned by the City
or City’s Representative. Re-submittals shall have the following format: "XXX-Y";
where "XXX" is the originally assigned submittal number and "Y" is a sequential letter
assigned for re-submittals, i.e., A, B, or C being the 1st, 2nd, and 3rd re-submittals,
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 3
October 27, 2025
respectively. Submittal 25B, for example, is the second re-submittal of submittal 25.
Re-submittals shall include original information with all revisions.
B. DEVIATION FROM CONTRACT
1. The Contractor shall submit a copy of the specification section, with addendum
updates included, and all referenced and applicable sections with addendum
updates included, with each paragraph check-marked as follows:
a.
Marked to indicate specification compliance. Check marks (√) shall denote full
compliance with a paragraph as a whole.
b. Marked to indicate requested deviations from specification requirements. If
deviations from the specifications are indicated, and therefore requested by the
Contractor, each deviation shall be underlined and denoted by a number in the
margin to the right of the identified paragraph, referenced to a detailed written
explanation of the reasons for requesting the deviation. The City shall be the
final authority for determining acceptability of requested deviations. The
remaining portions of the paragraph not underlined will signify compliance on
the part of the Contractor with the specifications. Failure to include a copy of
the marked-up specification sections, along with justification(s) for any
requested deviations to the specification requirements, with the submittal shall
be sufficient cause for rejection of the entire submittal with no further
consideration.
2. If the Contractor proposes to provide material, equipment, or method of work,
which deviates from the Construction Documents, he shall indicate so under
"deviations" on the transmittal form accompanying the submittal copies.
C. SUBMITTAL COMPLETENESS
Submittals which do not have all the information required to be submitted, including
deviations, and Contractor signature are not acceptable and will be returned without
review. The Contractor will be charged an additional cost if a submittal requires three
or more reviews. (See Sub-section: 1.07 THIRD AND SUBSEQUENT
SUBMITTALS)
1.05
REVIEW PROCEDURE
A. GENERAL
Submittals are specified for those features and characteristics of materials, and methods
of operation, which can be selected, based on the Contractor's judgment of their
conformance to the specified requirements. Other features and characteristics are
specified in a manner, which enables the Contractor to determine acceptable options
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 4
October 27, 2025
without submittals. The review procedure is based on the Contractor's guarantee that
all features and characteristics not requiring submittals conform as specified. Review
shall not extend to means, methods, techniques, sequences or procedures of
construction, or to verifying quantities, dimensions, weights or gages, or fabrication
processes (except where specifically indicated or required by the contract documents)
or to safety precautions or programs incident thereto. Review of a separate item, as
such, will not indicate approval of the assembly in which the item functions.
When the contract documents require a submittal, the Contractor shall submit the
specified information as follows:
1. Unless otherwise specified, one (1) electronic Copy (.pdf format) of all submitted
information shall be transmitted with submittals for review and comment.
2. Unless otherwise specified, one (1) electronic Copy (.pdf format) of all submitted
information shall be transmitted with submittals (Product Data) for information
only.
B. SUBMITTALS FOR REVIEW AND COMMENT
Unless otherwise specified, within ten (10) calendar days after receipt of a submittal
for review and comment, the City or City’s Representative shall review the submittal
and return one copy of the electronically marked-up original in PDF format. Shop
drawing submittals that require markups shall be marked up in red by the City or City’s
Representative. The City or City’s Representative will retain the original.
The returned submittal shall indicate one of the following actions:
1. If the review indicates that the material, equipment or work method complies with
the contract documents, submittal copies will be marked "NO EXCEPTIONS
TAKEN." In this event, the Contractor may begin to implement the work method
or incorporate the material or equipment covered by the submittal.
2. If the review indicates limited corrections are required, copies will be marked
"MAKE CORRECTIONS NOTED." The Contractor may begin implementing the
work method or incorporating the material and equipment covered by the submittal
in accordance with the noted corrections. A corrected copy shall be resubmitted.
3. If the review reveals that the submittal is insufficient or contains incorrect data,
copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the
Contractor shall not undertake work covered by this submittal until it has been
revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or
"MAKE CORRECTIONS NOTED."
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 5
October 27, 2025
4. If the review indicates that the material or work method does not comply with the
contract documents, copies of the submittal will be marked "REJECTED - SEE
REMARKS." Submittals with deviations, which have not been clearly identified,
may be rejected. Except at his own risk, the Contractor shall not undertake the work
covered by such submittals until a new submittal is made and returned marked
either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
C. SUBMITTALS (PRODUCT DATA) FOR INFORMATION ONLY:
Such information is not subject to submittal review procedures and shall be provided
as part of the work under this contract and its acceptability determined under normal
inspection procedures.
1.06
EFFECT OF REVIEW OF CONTRACTOR'S SUBMITTALS
Review methods of work or information regarding materials the Contractor proposes to
provide, shall not relieve the Contractor of his responsibility for errors therein and shall not
be regarded as an assumption of risks or liability by the City’s Representative or the City,
or by any officer or employee thereof, and the Contractor shall have no claim under the
contract on account of the failure, or partial failure, of the method of work, material, or
equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE
CORRECTIONS NOTED" shall mean that the City has no objection to the Contractor,
upon his own responsibility, using the plan or method of work proposed, or providing the
materials proposed.
1.07
THIRD AND SUBSEQUENT SUBMITTALS
The cost for third and subsequent submittals shall be borne by the Contractor. The cost of
reviews for third and subsequent reviews shall be at a rate of $300 per review and shall be
charged to the Contractor as a reduction in Contractor’s pay request.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 01300
SUBMITTALS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01300 - 6
October 27, 2025
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SECTION 01310
PROGRESS SCHEDULE
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_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01310 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
This Technical Specification section specifies requirements and procedures for the
Contractor in preparing schedules. The purpose of the schedule shall be to ensure adequate
planning and execution of the work by the Contractor, notification and coordination of
construction activities with the general public, to establish the standard against which
satisfactory completion of the project shall be judged, to assist the City or City’s
Representative in monitoring progress and for the assessment of the impact of change
orders on the Schedule.
1.02
SUBMITTAL
The Contractor shall submit a schedule to the City or City’s Representative within five (5)
working days of receiving Notice to Proceed and prior to pre-construction conference (if
scheduled) with work identifying the duration of mobilization, anticipated time when work
is to be performed, cleaning, pre-video, rehabilitation duration and date of project
completion. Schedule shall be transmitted to the City or City’s Representative per
Technical Specification Section 01300 – Submittals.
PART 2 - PRODUCTS
2.01
PROGRESS SCHEDULES
A. Contractor shall provide a Schedule to the City and/or City’s Representative. Schedule
shall be updated weekly with anticipated sanitary sewer access manholes to be
rehabilitated. Schedule shall also list pipe and access manholes rehabilitated to date.
B. Schedule shall be prepared on computer software (MS Project) that facilitates schedule
updates and e-mailing.
C. Special considerations, coordination requirements, etc., as encountered for certain
sanitary sewer pipe and access manholes shall be noted on schedule.
D. Time for completion for each separate sanitary sewer pipe and access manhole shall be
shown on the schedule.
E. The schedule duration of each activity shall be based on the work being performed
during the normal work week with allowances made for legal holidays. The schedule
shall include a critical path for each separate sanitary sewer access manhole.
F. Dates imposed on the schedule by the Contractor shall not be binding on the City or
City’s Representative.
SECTION 01320
PROGRESS SCHEDULE
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01310 - 2
October 27, 2025
G. Failure to include elements of work required for the performance of this Project shall
not excuse the Contractor from completing the work as described in the Construction
Documents.
H. Provide a list of the holidays and non-work days applicable to the schedule.
I.
Provide a schedule and narrative summary stating project status so the City or City’s
Representative may use them as a basis for determining the Contractor’s compliance
with the Technical Specification requirements regarding progress payments, contract
time extensions, change order prices and impacts, and the overall progress of the work.
Failure of the Contractor to comply with the requirements of this Technical
Specification Section may delay the review and acceptance of the progress payment
requests.
PART 3 - EXECUTION
3.01
GENERAL
The Contractor and the Contractor’s Field Superintendent shall attend regularly scheduled
project meetings with the City or City’s Representative and others invited by the City or
City’s Representative.
3.02
UPDATES
A. Requests for extensions in time resulting from changes issued by the City shall be
accompanied by a Time Extension Request - Narrative Report explaining the impacts
and costs associated with the extension if it were to be granted.
B. If actual progress on the critical path items is observed to deviate from the schedule
by one (1) week behind, the Contractor shall update and submit a revised (updated)
schedule. In the case of the work being behind schedule, the Contractor shall submit,
along with the revised schedule, a written plan for completing the work within the
milestone and contract times.
** END OF SECTION **
SECTION 01380
PHOTOGRAPHS AND VIDEO RECORDINGS
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01380 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. This section specifies digital color photographs and digital video recordings to be taken
at the ground surface level by the Contractor before and after construction commences
for the rehabilitation of sanitary sewer access manholes located in City Right-of-Way
or Utility Easements. These recordings shall clearly document site conditions prior to
construction activities commencing and again following the completion of construction
activities.
1.02
PAYMENT
A. Contractor shall pay costs for photography, video recording and prints. Parties
requiring additional photography, video recordings or prints shall invoice and pay
photographer directly.
1.03
SUBMITTAL
A. Contractor shall submit the following for information only per Technical Specification
Section 01300 – Submittals at the Preconstruction Conference:
1. Site condition color photographs and video with audio commentary taken prior to
construction.
PART 2 - PRODUCTS
2.01
GENERAL
A. The color photographs and audio-video recordings are intended for use as indisputable
evidence in ascertaining the extent of any damage which may have occurred as a result
of the Contractor's operations and are for the protection of the Contractor and the City,
and may, at the City’s discretion, be a means of determining whether and to what extent
damage, resulting from the Contractor's operations, occurred during the Contract work.
B. PHOTOGRAPHS:
Photographs shall be color digital (high resolution) .jpeg format stored on DVD or USB
media. Submitted DVD media shall indicate on the front of each jewel protection case
the date, name of Project, and City where the photographs were taken. Submitted USB
media shall contain a Readme Notepad file that contains the date, name of Project, and
City where the photographs were taken. One copy of each DVD or USB shall be
delivered to the City.
SECTION 01380
PHOTOGRAPHS AND VIDEO RECORDINGS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01380 - 2
October 27, 2025
C. VIDEO RECORDINGS
Video recordings shall be .mpeg format stored on DVD or USB media. Submitted DVD
media shall indicate on the front of each jewel protection case the date, name of Project,
and City where the videos were taken. Submitted USB media shall contain an
identification tag along with a Readme Notepad file that contains the date, name of
Project, and City where the videos were taken. The video recordings should contain an
audio track, which narrates the progression of the video recording through the site. One
copy of each DVD or USB shall be delivered to the City.
PART 3 - EXECUTION
3.01
VIDEO / DVD
A. Contractor shall perform video recordings of all areas where the Contractor anticipates
construction activities to occur, including all staging, storing, working, parking and
excavation areas. Easements and areas outside of paved roadways are of particular
interest.
B. After completion of construction and restoration, video recordings shall be taken from
the same points, in the same direction as the preconstruction examination recording.
3.02
CONSTRUCTION PHOTOGRAPHY
A. Photographs shall be provided of items of special interest and/or special conditions
during construction.
**END OF SECTION**
SECTION 01550
CONTRACTOR’S UTILITIES
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01550 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. This section specifies the facilities, utilities, and security the Contractor is required to
furnish and maintain during construction.
B. Copies of any Design Drawing and Technical Specifications shall be kept at the work
site and available for use at all times.
PART 2 - PRODUCTS
2.01
POWER
A. Contractor shall use battery, pneumatic, or hydraulic power for all interior sanitary
sewer access manhole work. This limitation is not necessary for work on the surface.
2.02
LIGHTING AND ILLUMINATION
A. As necessary, the Contractor shall provide low voltage lighting and illumination in the
access manhole interior, in accordance with the guidelines published in Practice for
Industrial Lighting, ANSI/IES RP7-1983. Lighting used by the Contractor on the
surface shall be placed and directed to avoid nuisance to traffic or local residences.
Light shields may be required to limit light pollution into adjacent residences or
businesses.
2.03
TELEPHONE
A. Contractor shall provide and maintain telephone service at the construction site and the
telephone shall be manned by the Contractor or Contractor’s Representative 24 hours
per day. Contractor or Contractor’s Representative manning the telephone service shall
be fluent in written and verbal English as well as Spanish languages. Cellular telephone
service is acceptable as a substitute for telephone service. These telephone and labor
costs shall be paid by the Contractor.
2.04
WATER
A. All water for testing, flushing, cleaning and construction activities shall be furnished
and paid for by the Contractor. Water may be available upon request to the City for
connecting to the City’s water distribution system. Connection may be approved by the
City with appropriate backflow prevention and metering devices installed by the
Contractor according to City requirements. Authorization to receive water may be
rescinded by the City upon written notice to the Contractor at any time and for any
SECTION 01550
CONTRACTOR’S UTILITIES
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01550 - 2
October 27, 2025
reason.
The City shall charge the Contractor for water used in performing the above functions
in accordance with the City’s established rate schedule. An approved backflow
prevention device, meeting the requirements of ANSI A40.6, latest revision, shall be
installed in each and every connection to the City’s water supply. The Contractor shall
be required to meter all water used.
2.05
DEBRIS DISPOSAL
A. Contractor shall make provisions for legal, off-site debris disposal. Contractor shall be
responsible to obtain and submit to the City a written letter of acceptance, signed by an
authorized representative of the agency and/or authorized party accepting debris.
Disposal of debris shall not occur until City has reviewed and accepted the disposal
site. Contractor shall pay all fees and charges for debris disposal. Contractor shall be
responsible for all permits and fees according to Technical Specification Section 01062
– Permits and Easements, subsection 1.02 Permits to be obtained by the Contractor for
transport to the disposal site.
2.06
BYPASS PUMPS
A. Contractor shall provide and maintain a sanitary sewer by-pass pumping system to
divert flow around the work area according to Technical Specification Section 02145
– Diversion of Sewage Sewer Flow and Dewatering. Contractor shall be responsible
for all operation, maintenance and monitoring of bypass pumping and discharge piping
system.
PART 3 - EXECUTION
(NOT USED)
**END OF SECTION**
SECTION 01560
ENVIRONMENTAL CONTROLS
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. Provide and maintain methods, equipment, and temporary construction, as necessary
to provide controls over environmental conditions at the construction site and adjacent
areas. Remove physical evidence of temporary facilities at completion of work.
1.02
TRANSPORTATION ROUTES
A. The Contractor shall select its transportation routes for hauling materials, equipment,
or imported products based on the existing condition of the sanitary sewer access
manholes and impacts on local traffic. Transportation routes shall be documented in a
traffic control plan on a case by case basis.
1.03
TRAFFIC CONTROL
A. All streets, traffic ways, and sidewalks shall be kept open in a safe manner for the
passage of traffic and pedestrians during the construction period unless otherwise
approved by the City.
B. When required to cross, obstruct or close a street, traffic way, or sidewalk for a short
duration that is approved by the City, the Contractor shall provide and maintain suitable
bridges, detours or other approved temporary means for the accommodation of
vehicular and pedestrian traffic. Closings shall be for the shortest time practical, and
passage shall be restored immediately after completion of construction.
C. Contractor shall give the City 24 hours advance notice of their proposed operations
within any public rights-of-way and temporary roadway closings. All proposed
roadway closings shall be submitted in Traffic Control Plan and approved prior to
commencement of operations.
D. Contractor shall provide signs, signals, barricades, flares, lights and all other
equipment, service and personnel required to regulate and protect all traffic, and warn
of hazards in accordance with MAG specifications. All such work shall conform to
requirements of the City or authority having jurisdiction. Remove temporary
equipment and facilities when no longer required and restore grounds to original
condition.
E. As specified in Technical Specification Section 02100 – Traffic Control, the Contractor
shall provide a Traffic Control Plan and implement traffic control around all work as
part of the contract.
F. Qualified and suitably equipped flaggers shall be used to assist all construction
equipment and vehicles access to and from the construction site.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 2
October 27, 2025
1.04
RELEASE OF HOT WATER
A. Contractor shall not release heated water into the sanitary sewer system directly
upstream of any wastewater reclamation facility. Contractor shall be responsible to
obtain written authorization from the facility operator receiving the sanitary sewer
flow when discharging within one (1) mile of the facility. Authorization, if given, shall
state the maximum discharge temperature of the water. Contractor shall submit
Authorization to Release letter to the City according to Technical Specification
Section 01300 – Submittals.
B. Contractor shall be responsible to cool process water to a temperature below levels
required by the facility operator or find alternative hot water disposal methods and/or
location at no additional cost to the City.
C. Contractor shall be responsible for and pay all damages caused by an unauthorized
release of heated water into the headworks of the treatment facility.
1.05
SEWAGE SPILL CONTROL
A. A spill is defined as any uncontrolled release of raw sewage outside of the intended
sanitary sewer collection system. Raw sewage releases shall not be allowed to occur
and are not permitted. The Contractor shall be responsible for all consequences and
damages caused by the overflow, backup, or spill due to the Contractor's work
activities.
B. Contractor shall give both verbal and written notification to the City immediately in
the event of any sewage release, overflow, backup, or spill.
C. Contractor shall complete and submit to the City Form 01999-C Confidential Spill
Reporting form found in Technical Specification Section 01999 – Reference Forms
within 2 hours of any spill.
1.06
EMERGENCY SPILL RESPONSE PLAN
A. The Contractor shall be responsible to develop and follow an emergency spill response
plan. Plan shall be well communicated to all personnel in the event an emergency
should occur, it can be handled in the safest and most efficient manner possible.
B. The primary responsibility for all Contractor personnel is to respond to sewer spills as
quickly as possible.
C. Emergency telephone list is part of this procedure and will be kept up-to-date at all
times.
D. Follow Standard Procedure List.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 3
October 27, 2025
E. Complete Form 01999-C Confidential Spill Reporting Form, see Technical
Specification Section 01999 – Reference Forms.
F. Contractor shall develop an Emergency Spill Response Phone List containing, but not
limited to the following:
Submit list to City according to Technical Specification Section 01300 – Submittal.
(Name) ____ (Contractors Field Superintendent)
(___) __ - ____
(Name) ____ (Engineer’s Field Representative)
(___) __ - ____
(Name) ____ (City’s Construction Project Manager)
(___) __ - ____
(Name) ____ (Engineer's Project Manager)
(___) __ - ____
1.07
STANDARD REPORTING PROCEDURES
A. HANDLING EMERGENCIES
1. Medical emergency, fire or explosion, call 911 immediately. Do not call 911 to
report a wastewater spill.
B. OBSERVATION
1. Contractor shall without endangering himself, obtain enough information to make
an initial assessment of the situation.
C. PROTOCOL FOR NOTIFICATION OF SPILL
1. Contractor’s Field Superintendent:
Contractor’s field personnel shall verbally notify the Contractor’s Field
Superintendent. Field Superintendent shall promptly notify Engineer’s Field
Representative and City’s Construction Manager immediately, always less than
one (1) hour from the time of being made aware of the spill. Document all calls
and conversations.
2. Engineer’s Field Representative:
Engineer’s Field Representative shall verbally notify City’s Construction
Project Manager, Contractor and Engineer’s Project Manager in less than one
(1) hour from the time of being made aware of the spill. Document all calls and
conversations.
3. City’s Construction Project Manager:
City’s Construction Project Manager shall verbally notify Engineer’s Project
Manager, and City’s Project Manager within one (1) hour from the time of
being made aware of the spill. Document all calls and conversations.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 4
October 27, 2025
4. Engineer’s Project Manager:
Engineer’s Project Manager shall confirm notification has occurred with City’s
Construction Project Manager, confirm Contractor’s awareness of incident, and
verifies that Engineer’s Field Representative is monitoring events. Document
all calls and conversations.
D. REPORT
As soon as possible, but no later than 24 hours following discovery of the spill, the
Contractor shall complete Form 01999-C Confidential Spill Reporting Form, reference
Technical Specification Section 01999 – Reference Forms. The Contractor shall take
photographs at all stages of the incident to include in the report. Submit copies of all
documentation to City per Technical Specification Section 01300 – Submittals except
as herein modified. Spill reports shall be hand carried to City’s Construction Project
Manager as soon as complete.
E. SUBMITTAL
The Contractor shall verify that City has received a copy of the spill report and
supporting documentation and submitted copy of said report to the City’s Construction
Project Manager in a timely manner. Compare all reports and report discrepancies to
the City’s Construction Project Manager and retain one (1) copy in the Project File
located at Contractor’s office.
1.08
SANITARY SEWAGE SPILL/BACKUP
A. If a sanitary sewage spill/backup occurs into a lateral and a citizen or business sustains
property damage, the following procedure is to be adhered to:
1. The initial responsibility of the Contractor is to locate and eliminate the cause of
the backup as soon as possible. As part of cleaning the backup, Contractor crews
are to determine the cause and source (if possible) of the backup. Contractor will
obtain an emergency clean-up service and relocate the residents, if necessary, to
minimize health risks. Contractor shall be responsible for all costs and coordination
efforts associated with the sewer backup and cleanup including but not limited to:
a.
Relocation of residents
b. Temporary housing of displaced residents
c.
Clean-up and sanitizing costs
d. Replacement of damaged personal items
e.
Relocation of residents back into the residence
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 5
October 27, 2025
2. Determine the extent of the property damage (photographs are recommended). A
report (Incident Report), with the photos must be provided to the Contractor’s or
Contractor’s designated Safety Officer. The Safety Officer will forward the
information to the Contractor’s corporate liability insurance carrier. Information
compiled should include:
a.
Time call was received
b. Time the crew arrived at the site
c.
Time work was completed
d. Cause of stoppage/source of backup sewage (if possible) and location of
stoppage causing the backup
e.
Name of property owner/tenant and address of affected property
f.
Extent of damage
g. Action taken
3. Contractor-authorized personnel will also assist and pay all costs for obtaining and
coordinating a sub-contractor to perform restoration work and will work with the
selected sub-contractor to equitably restore the premises to its pre-loss condition.
4. The Contractor’s Superintendent shall notify the City of the stoppage in the sanitary
sewer pipe.
5. Notify City in the event of any spills.
6. The City of Tempe shall notify Arizona Department of Environmental Quality
(ADEQ) only as it pertains to Arizona State Law Requirements.
1.09
SURCHARGING
A. Upon notification or discovery that a surcharge condition exists, crews shall respond
immediately to the area with proper equipment and manpower to reduce the surcharge.
If, due to limited capacity of the sewers, the surcharge cannot be reduced, any spill
which occurs shall be properly cleaned. Waste products are to be disposed of in
accordance with state and federal laws.
Contractor shall be responsible for obtaining City’s known areas or sections of sanitary
sewer pipes that are subject to surcharging capacity situations. These instructions will
remain in effect until the problem is resolved. These areas or sections of concern will
be monitored throughout the bypass operations, and in the event of an emergency, City
shall be notified by the Contractor immediately for response. Response of City crews
shall not relieve the Contractor for project responsibilities or liabilities.
A Confidential Spill Reporting Form must be completed by the Contractor and
distributed to the required parties according to Section 1.05. Distribution of said
Confidential Spill Reporting Form must take place, preferably by fax or electronic mail,
within one (1) day of the occurrence.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 6
October 27, 2025
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
3.01
SITE MAINTENANCE
A. Contractor shall keep the work site, staging areas, storage and parking area,
Contractor's facilities clean and free from rubbish and debris. Materials and equipment
shall be promptly removed from the site when they are no longer necessary. Upon
completion of the work and before final acceptance, the work site shall be cleared of
equipment, unused materials, and rubbish to present a clean and neat appearance in
conformance with the preconstruction condition of the site.
B. Contractor shall not store equipment or materials anywhere other than locations
approved by the City. Property surrounding the work site shall be completely free of
all debris and rubbish at all times.
3.02
CLEAN-UP:
A. Waste material of any kind will not be permitted to remain on the site of the work or
on adjacent streets. Immediately, upon such materials becoming unfit for use in the
work, they shall be collected, carried off the site and legally disposed of by the
Contractor. The Contractor shall be responsible for obtaining necessary permits or
approval for the Contractor's disposal site.
B. The Contractor shall keep all buildings and areas occupied by the Contractor clear of
all refuse, rubbish and debris that may accumulate from any source and shall keep them
in a neat condition to the satisfaction of the City.
C. In the event that waste material, refuse, debris and/or rubbish are not so removed from
the work area by the Contractor, the City reserves the right to have the waste material,
refuse, debris and/or rubbish removed and the expense of the removal and disposal
charged to the Contractor.
D. Paints, solvents, and other construction materials shall be handled with care to prevent
entry of contaminants into storm drains, surface waters, or soils.
3.03. BARRIERS:
A. A barrier shall be provided around all unattended excavations and open structures. The
barrier shall enclose the area and prevent unauthorized access.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 7
October 27, 2025
3.04
STREET CLEANING:
A. Contractor shall be responsible for preventing dirt, dust, and sediments from escaping
from trucks departing the project site, by covering dusty loads, washing truck tires
before leaving the site, or other reasonable methods.
B. When working trucks and/or other equipment on paved streets and roadways, the
Contractor will be required to clean said streets as soon as possible, but no later than at
the conclusion of each day's operations or 24-hour period and at such interim periods
as required by the City.
C. All streets in the construction area used by Contractor's trucks or any other equipment
hauling material to and from the area, whether within the Contract limits or adjacent
thereto, shall be kept clean by the Contractor and shall be continuously serviced by the
Contractor's use of water trucks to control dust.
D. Cleaning and dust control shall be as specified in MAG Section 104.1.4 “Cleanup and
Dust Control” and shall be at the Contractor's expense.
E. Any violation of the requirements shall be sufficient grounds for the City to order the
streets in question cleaned by others and the cost to be paid by the Contractor.
F. No solid materials or soils may be flushed into storm drains or in the sanitary sewers
or wastewater facilities.
G. Contractor shall use a power pick-up broom as part of the dust control effort.
3.05
AIR POLLUTION CONTROL
A. GENERAL:
The Contractor shall not discharge smoke, dust, and other contaminants into the
atmosphere that violate the regulations of any legally constituted authority. The
Contractor shall maintain construction vehicles and equipment in good repair.
Equipment exhaust emissions that are determined to be excessive by the City shall
cause the equipment to be repaired or replaced.
B. Contractor shall also minimize dust nuisance by cleaning, sweeping, and sprinkling
with water, or other means. The use of water, in amounts, which result in mud on public
streets, is not acceptable as a substitute for sweeping or other methods. Equipment for
this operation shall be on the job site or available at all times.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 8
October 27, 2025
3.06
ODOR:
A. The Contractor shall employ methods and procedures that mitigate the generation and
discharge of objectionable odors to the surface environment at all times.
3.07 ODOR CONTROL:
A. Contractor shall be prepared to add approved chemicals to the wastewater flow
upstream of bypass pumping operations to reduce odor. Costs for chemical odor
control dosing shall be as negotiated and approved by the City prior to use. The
Contractor shall make his own determination of flow characteristic for required
dosing.
The Contractor shall add the chemicals from a location upstream that will allow 10 to
15 minutes reaction time before the flow enters the work area. The chemical dosing
shall reduce odors generated from the wastewater stream to a level acceptable to the
City. If this is not accomplished by adding chemicals only, an additional control may
be required.
3.08
NOISE CONTROL
A. Contractor shall perform all work in compliance with OSHA standards and in no case
will noise levels be permitted which would interfere with the work of the City or others.
Noise levels shall be in accordance with City noise ordinance.
B. If pumping operations and/or power generation occur after normal work hours as stated
in the Technical Specification Section 02145 – Diversion of Sewage Flow and
Dewatering, subsection 2.01A. Contractor shall utilize sound attenuated bypass pumps
with a maximum decibel rating of 70 db @ 50 feet.
C. Each internal combustion engine, used for any purpose on the job or related to the job,
shall be equipped with a muffler of a type recommended by the manufacturer for
residential use. No internal combustion engine shall be operated on the project without
said muffler.
D. Noisy portable equipment, such as generators, pumps or compressors, shall be located
as far away from sensitive noise receptor areas as practical. Sensitive noise receptors
are defined as occupied buildings with windows or doors facing the site. Noise barriers
shall be constructed around noisy stationary construction equipment such as
compressors, pumps or generators that have to be utilized at locations near (within 100
feet of) sensitive noise receptors as defined above.
E. Idling equipment not actively utilized for extended periods of time shall be shut off.
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 9
October 27, 2025
3.09 TREE AND PLANT PROTECTION
A. If a tree or any landscaped vegetation is damaged or destroyed by construction, or any
action of the Contractor, the Contractor shall replace the damaged tree or plant with a
healthy one of the same species. The replacement tree or plant shall be of the same size
as the damaged tree or plant and will be placed at the existing grade. The Contractor
shall bear all expenses required to establish the replacement tree or plant. The
replacement tree or plant shall be guaranteed healthy for 1 year after the end of
construction date. The Contractor shall be responsible for any tree or plant that the
Contractor had replaced that is deemed unhealthy during that year.
B. All landscaped areas and other surface improvements which are damaged by actions of
the Contractor shall be restored to their original condition at the Contractor's expense.
3.10
SURFACE WATER CONTROL
A. Contractor shall conform to the regulations and requirements of legally authorized
surface water management agencies. The Contractor is responsible to provide and
maintain any temporary pumping, drainage structures, or other means to manage or
control nuisance surface water.
B. The Contractor shall be responsible for keeping any open excavations and other areas
free from water as required to permit continuous progress of, or to prevent damage to,
its own work or work of others. The Contractor shall cover exposed excavated areas
and spoil piles when runoff from rain is or would be likely to cause turbid waters to
enter local waterways. The Contractor shall suspend work in the rain if such work
cannot be performed without causing turbid runoff.
3.11
STORM DRAIN
A. Contractor shall not discharge any wastewater, potable water used for testing, or
cleaning, or any chemical or waste materials from the construction operation into the
storm drain system.
3.12
SANITARY SEWER
A. Contractor shall not dispose of chemical or any waste materials from the construction
operations into the sanitary sewer system.
** END OF SECTION **
SECTION 01560
ENVIRONMENTAL CONTROLS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01560 - 10
October 27, 2025
[This page left intentionally blank for double sided printing]
SECTION 01700
RESTORATION OF IMPROVEMENTS
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01700 - 1
October 27, 2025
PART 1 - GENERAL
1.01
GENERAL
This section specifies restoration of improvements of the Contractor's work area, staging
area, storage area, and parking area.
1.02
STRUCTURES
Contractor shall remove such existing structures as may be necessary for the performance
of the work and shall rebuild the structures thus removed, with the specified requirements,
in as good a condition as found. The Contractor shall also repair existing structures that
workers damage as a result of the work under this Project at no additional cost to the City.
1.03
ROADS AND STREETS
Unless otherwise specified, roads and streets in which the surface is removed, broken, or
damaged, or in which the ground has caved or settled during or as a result of the work
under this Project, shall be resurfaced and brought back to the original grade and section at
the Contractor’s expense. The Contractor shall document in video the entire road or street
area to be used for the work and parking area as specified in Technical Specification
Section 01380 – Photography and Video Recordings. Copies of the Digital Video Disk
(DVD) or Universal Serial Bus (USB) shall be submitted to the City prior to starting the
work. Once construction starts, Contractor assumes responsibility for road condition and
repair.
Roadways used by the Contractor shall be cleaned and repaired if damaged. Before
resurfacing material is placed, edges of pavements shall be trimmed back far enough to
provide clean, solid, vertical faces, and shall be free of loose material. Streets, sidewalks,
and other City, County or State-owned facilities impacted by construction activities shall
be replaced or repaired in accordance with current City and MAG requirements.
1.04
CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS
A. Cultivated or planted areas, other unpaved areas, and other surface improvements
which are damaged by actions of the Contractor shall be restored to their original
condition. The Contractor shall document in video the entire area to be used as the work
area, staging area, storage area, and parking area as specified in Technical Specification
Section 01380 – Photographs and Video Recordings. Copies of the DVD or USB shall
be submitted to the City prior to starting the work. Once construction starts, Contractor
assumes responsibility for road condition and repair.
B. Existing guard posts, barricades, and fences shall be protected and replaced if damaged.
SECTION 01700
RESTORATION OF IMPROVEMENTS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01700 - 2
October 27, 2025
1.05
PROTECTION OF EXISTING INSTALLATIONS
A. Contractor shall protect all existing operating facilities and structures from damage.
However, if damage occurs, the Contractor shall immediately correct or replace
existing equipment, materials, or systems that are damaged as a result of its operations
to the satisfaction of the City.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
3.01
RESTORATION ACCEPTANCE
A. The Contractor shall restore the area to existing condition of the Contractor’s work
area, staging area, storage area, and parking area as documented in the photographs and
video recordings.
B. The City shall determine if and when restoration of the site is acceptable following
review of the pre-construction and post-construction recordings as specified in
Technical Specification Section 01380 – Photographs and Video Recordings.
** END OF SECTION **
SECTION 01999
REFERENCE FORMS
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 1
October 27, 2025
PART 1 - GENERAL
1.01
REQUIRED FORMS
The forms listed below and included in this section are referenced from other Technical
Specification sections of the contract documents:
Form No.
Title
01999- A
Submittal Transmittal
01999- B
Request for Information
01999- C
Confidential Spill Reporting
01999- D
Chain of Custody
1.02
SCOPE
The Contractor shall be responsible for the documentation forms for tests and evaluations
required of the contract that do not have specific forms identified. Contractor generated
forms shall follow the format established on Form 01999-A Submittal Transmittal
contained herein.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 2
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 3
October 27, 2025
FORM 01999-A SUBMITTAL TRANSMITTAL
Submittal Description:
Submittal No:
Spec Section:
Routing
Sent
Received
OWNER:
Contractor
PROJECT:
Engineer
Contractor
CONTRACTOR:
We are sending you
Attached
Under separate cover via
˜ Submittals for review and comment
˜ Product data for information only
Remarks:
Item
Copies
Date
Section
No.
Description
Review
action
a
Reviewer
initials
Review comments
attached
Note: NET = No exceptions taken; MCN = Make corrections noted; A&R = Amend and resubmit; R = Rejected
Attach additional sheets if necessary.
Contractor: Certify either A or B:
A. We have verified that the material or equipment contained in this submittal meets all the requirements, including
coordination with all related work specified (no exceptions).
B. We have verified that the material or equipment contained in this submittal meets all the requirements specified
except for the attached deviations.
No.
Deviation
Certified by: ______________________________________________________________
Contractor's Signature
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 4
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 5
October 27, 2025
FORM 01999-B REQUEST FOR INFORMATION
RFI NO.
OWNER:
___________________
ROUTING
SENT
RECEIVED
PROJECT:
Contractor
CONTRACTOR
City
Representative
RFI TITLE:
REFERENCES:
DRAWING NO:
LOCATION:
SPEC. SECTION:
PAGE:
OTHERS:
The following information is requested as described below or in the attachments:
By:
Date:
The following information is provided as described below or in the attachments:
By:
Date:
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 6
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 7
October 27, 2025
FORM 01999-C CONFIDENTIAL SPILL REPORTING
INSTRUCTIONS: The Contractor shall ensure that appropriate on-site personnel complete
this form. The form shall be completed immediately upon discovery of a sanitary sewer spill
or release by the individual who first made the discovery.
First at the Scene (name):
1. Facility name and address/location/intersection (or major cross streets):
2. Is/was there a fire or explosion or other release (except for sewage release) outside the facility?
Yes No
If yes, immediately contact the Fire Department (911) for assistance, initiate appropriate
facility response procedures, and then continue with this form.
3. Personal injuries and extent, if any:
4. Date and time of initial call or complaint:____________________________________
5. Date and time of spill found or confirmed:____________________________________
6. Date spill reporting completed:_____________________________________________
7. Date and time spill occurred or started, if known:______________________________
8. What was spilled? Describe completely. List chemical names/wastewater if known.
9. How much was spilled? Use units such as gallons or pounds, etc._________________
10. Where and how did the spill occur? Include a description of the container or vessel from which
the spill occurred. Attach diagram or map, if available.
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 8
October 27, 2025
11. Where did the spilled material go? Check all that apply.
drywell
dry wash
canal
riverbed
private property
retention basin
sanitary sewer
secondary
containment
storm drain
city street
Air (vapors or
odors)
other (specify
below)
________________________________________________________________
________________________________________________________________
________________________________________________________________
________________________________________________________________
________________________________________________________________
12. How far did the spill travel? Describe the path the spill took to its final destination.
13. Was the spill stopped or contained? Describe how and by whom.
14. How long did the spill last? ______________________________________________
15. Who found the spill? Use the back of this form if necessary.
Name_________________ Title_____________________ Phone________________
a.
b.
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 9
October 27, 2025
16. Who was notified of the spill? List names and identify how notification was made (phone call,
fax, etc. Use the back of this form if necessary).
Name Department/Division/Agency Date/Time Notified Method of Notification
a.
b.
Printed name and signature of person who completed this form:
Printed Name_______________________Title___________________Phone__________
Signature_____________________________ Date____________________
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 10
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 11
October 27, 2025
FORM 01999-D CHAIN OF CUSTODY
PROJECT:
CITY:
CITY CONTRACT NUMBER:
PROJECT NUMBER:
OWNERS REPRESENTATIVE:
COMPANY NAME:
ADDRESS
CONTACT PHONE NUMBER:
CONTACT NAME:
CONTRACTOR:
COMPANY NAME:
ADDRESS
CONTACT PHONE NUMBER:
CONTACT NAME:
TESTING LABORATORY:
LAB NAME:
ADDRESS
CONTACT PHONE NUMBER:
FAX NUMBER
CONTACT NAME:
Pipe Segment No.
Date Sample Taken:
Pipe Diameter
Sample Number:
Liner Design Thickness:
Quarter Section No.
Resign Type:
Upstream Manhole No.
Downstream Manhole No.
SAMPLE TAKEN BY:
SIGNATURE:
DATE
PRINT NAME:
ENGINEER, RECEIVED BY:
SIGNATURE:
DATE
PRINT NAME:
LABORATORY RECIEVED BY:
SIGNATURE:
DATE
PRINT NAME:
TEST RESULTS, RECEIVED BY:
SIGNATURE:
DATE
PRINT NAME:
SECTION 01999
REFERENCE FORMS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
01999 - 12
October 27, 2025
** END OF SECTION **
SECTION 02100
TRAFFIC CONTROL
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02100 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
Traffic control during construction shall be provided in accordance with the requirements
of the 2016 City of Tempe Traffic Barricade Manual.
1.02
TRAFFIC REGULATIONS
A.
Traffic Control Plan must be submitted for review and approval by the City of Tempe
(City) for arterial, collector, and local streets impacted by construction operations.
B.
All traffic and/or traffic control devices on this project shall be provided, maintained
and/or controlled as specified in the City of Tempe Traffic Barricade Manual,
MUTCD, ADOT Supplement to MUTCD, and City of Phoenix Traffic Barricade
Manual, except as modified per the City of Tempe Traffic Barricade Manual.
C.
Pedestrian control shall comply with the City of Tempe Barricade Manual Section 4.6,
City of Phoenix Traffic Barricade Manual, or any special condition required by the
City.
D.
The submitter/designer of the Traffic Control Plan (TCP) shall be IMSA or ATSSA
certified.
E.
The Barricade Company used by the Contractor shall have a current barricade
certification permit as required by the City of Tempe Traffic Barricade Manual Section
2.
F.
Law enforcement officers may be required within 300 feet of a signalized intersection.
Officers may be required for non-signalized construction areas at the discretion of the
City.
G.
Traffic restrictions on arterial and collector streets are not permitted during peak traffic
hours (7:00 am to 8:30 am and 3:30 p.m. to 6:30 p.m.) as per City of Tempe Traffic
Barricade Manual Section 4.2.
H.
24-hour TCP setup on arterial streets is not permitted without prior written approval
from City of Tempe Transportation Department.
I.
A minimum of five (5) working days, is required for TCP review prior to construction
starting. Re-submitted redline corrected TCP requires additional five (5) working days
for review.
SECTION 02100
TRAFFIC CONTROL
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02100 - 2
October 27, 2025
1.03
TRAFFIC CONTROL / ACCESS
A.
Contractor shall be responsible to present traffic control plans at the regularly
scheduled project progress meeting for review as outlined in Technical Specification
Section 01014 – Work Sequence, subsection 1.04C. Uninterrupted access to
commercial businesses and residences shall be maintained at all times. Contractor
shall be responsible to adjust work schedule to minimize disruption to normal
operation of businesses.
B.
Contractor shall be responsible to coordinate traffic control plans and inform the
project’s public relations sub-consultant of any potential impacts to commercial
businesses or residents. Contractor shall adjust work activities and schedules to
minimize disruptions to the City, residents and traveling public. The City reserves the
right to request the Contractor move his operations or modify work plans and
schedules to minimize disruptions to commercial business or residents at no cost to
the City.
1.04
TRAFFIC CONTROL PLAN DISTRIBUTION
A.
Copy of approved Traffic Control Plan (TCP) shall be submitted to the City’s
representative prior to start of work.
B.
Copy of approved traffic control plan shall be on-site and available for review at all
times work activities are commencing. Failure to have approved TPC on-site while
work is commencing will be grounds for rejection and non-payment of work being
performed.
PART 2 - PRODUCTS
(NOT USED)
PART 3 - EXECUTION
(NOT USED)
** END OF SECTION **
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 1
October 27, 2025
PART 1 – GENERAL
1.01
DESCRIPTION
A. SCOPE:
This Technical Specification Section describes requirements for temporary bypassing
and dewatering of sewers during sanitary sewer access manhole rehabilitation, if
required.
B. REQUIREMENTS:
1. Contractor shall provide all coordination, labor, materials, equipment and
supervision to temporarily bypass flow around the Contractor’s work in accordance
with the Contractor’s specific needs of the rehabilitation method being utilized and
dewater the pipelines and/or manholes in preparation for cleaning and
rehabilitation.
2. The actual design of the bypass arrangement shall be the responsibility of the
Contractor, and shall be submitted to the City to review for general conformance to
project objectives. 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 successfully
pressure tested with potable water at a minimum of 1.5 times the maximum
operating pressure of the system before bypassing any sewage.
4. The Contractor shall notify the City 48 hours prior to shutting down or bypassing
any pipeline. The bypass system equipment and existing flows shall be
continuously monitored.
5. It is the Contractor’s responsibility to arrange all necessary access and temporary
construction agreements with all affected parties for the Contractor’s proposed
location of the bypass pumping system.
6. Contractor is responsible for immediate and proper cleanup as per Technical
Specification Section 01560 – Environmental Controls should any sewage spill
occur. Regardless of amount, the Contractor shall pay for all damages and fines
incurred as a result of a spill.
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 2
October 27, 2025
C. EXPERIENCE:
Contractor shall utilize staff and/or a subcontractor that has been directly responsible
for completion of a rehabilitation project that required the bypass pumping of sewage
flows in excess of 1.0 mgd.
1.02
SUBMITTALS
A. At the preconstruction conference the Contractor shall submit, in accordance with
Technical Specification Section 01300 - Submittals, drawings and complete design
data showing methods and equipment the Contractor proposes to utilize in sewer
bypassing for review by the City. The submittal shall include the following
information:
1. Drawings indicating the scheme and location of temporary sewer plugs and bypass
discharge pipes. The drawings shall also show the method and location for
discharging the bypass pipes.
2. Capacities of pumps, prime movers, and standby equipment.
3. Bypass plan shall include odor control plan.
4. Design calculations verifying adequacy of the capacity of the pumping system and
selected equipment, The Contractor shall have a professional civil engineer,
registered in the State of Arizona, design and professionally seal bypassing
pumping plan and calculations.
5. Standby power source.
6. Staffing plan.
1.03
EMERGENCY PLAN
A. Diversion of sewage into adjacent sewers (if applicable or proposed)
1. Drawings and/or design calculations verifying available flow capacity of sewer
receiving the bypassed sewage.
2. CCTV showing the structural and internal condition of the sewer receiving the
bypassed sewage.
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 3
October 27, 2025
1.04
JOB CONDITIONS
A. AVAILABLE FLOW DATA:
The Contractor shall be responsible for measuring flow to size the bypass pumping
system to accommodate existing flow present at the time construction occurs.
B. PROTECTION:
No bypassing to the ground surface, receiving waters, storm drains, or bypassing which
results in soil or groundwater contamination or any potential health hazards shall be
permitted.
C. SCHEDULING:
The bypassing system shall operate continuously and shall not be shut down between
shifts, on holidays or weekends, or during work stoppages without written permission
from the City. The bypass system shall have attendants monitoring 24 hours a day
whose only duty is to maintain the bypass pumping system until the bypassing of that
specific pipeline is no longer required.
D. SERVICE LATERALS:
Sanitary sewers to be bypassed may have service laterals connected to adjacent users.
The Contractor shall verify the locations of these laterals and any other service laterals
not shown on the Design Drawings.
PART 2 – PRODUCTS
2.01
MATERIALS
A. Contractor shall provide temporary pumps, conduits, and other equipment to bypass
sewer flow around the Contractor’s work area as required during CCTV inspection,
cleaning and rehabilitation activities. Contractor shall furnish all necessary labor and
supervision to set up, operate and remove the pumping and bypass piping system.
Sound attenuated pumps shall be provided for the bypass pumping. The sound
attenuated pumps and/or power generators shall be capable of achieving an operating
noise level of 70 decibels or less, measured at a distance of 50 feet. Contractor shall be
responsible to provide and install sound attenuation devices, methods, and/or systems
to maintain noise levels below stated decibels. Sound measurements shall be made and
recorded by the Contractor in accordance with American National Standard S. 13-1971.
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 4
October 27, 2025
Pumps and bypass pipes shall be of adequate capacity and size to handle the required
capacity.
1. Pumping: Contractor shall provide adequate size pump(s) to accommodate 150
percent of the maximum instantaneous flow. The Contractor shall determine the
required flow capacity. The City may provide flow information (if available) to the
Contractor but shall provide no guarantees regarding the accuracy of such data.
2. Contractor shall provide 100 percent redundant bypass pumping capability when
only one pump is required to accommodate the flow. When multiple pumps are
required to accommodate the bypass flows, the Contractor shall provide a
minimum of 50 percent additional number of equal capacity pumps.
3. Contractor shall provide a full time operator/inspector with full responsibility for
the bypass pumping operation.
4. In no case shall the Contractor allow any sewage to surcharge and backup into
homes or businesses, or in any way overflow into the environment. If the bypass
pumping capacity is insufficient to prevent surcharge and/or overflow at any time,
the Contractor shall clear any blockages and pull the line plugs irrespective of the
status of the application or rehabilitation process.
B. Contractor shall maintain on site, sufficient equipment and materials to ensure
continuous and successful operation of the bypass and dewatering systems. The
standby equipment shall be installed, fueled/powered and fully operational at all times
including all pumps, support equipment being in-place. 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.
C. All pumps, generators and other fueled equipment shall be placed in a containment
barrier to protect against gasoline, oil, and hydraulic fluid spills.
PART 3 - EXECUTION
3.01
ESTIMATED FLOWS AND SEWER CAPACITY
A. Reference Technical Specification Section 01010 – Summary of Work, paragraph 1.03.
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 5
October 27, 2025
3.02
PROTECTION
In areas where flows are bypassed, all bypass flow shall be discharged as described above
or approved by the City’s Representative. No bypassing to the ground surface, receiving
waters, storm drains, or bypassing which results in groundwater contamination or potential
health hazards shall be permitted.
Prior to bypass operations, the contractor shall assess bypass suction and discharge
manholes to verify condition of manhole prior to bypass system setup. City and City’s
Representative shall be notified of the condition of the manholes to determine if
rehabilitation may be required prior to bypass operations.
3.03
DAMAGES
The Contractor shall repair, without cost to the City, any damage that result from the
Contractof’s negligence, inadequate or improper installation, maintenance and operation
of bypassing system, including debris clogging, mechanical, or electrical failures.
** END OF SECTION **
SECTION 02145
DIVERSION OF SEWAGE FLOW
AND DEWATERING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02145 - 6
October 27, 2025
[This page intentionally left blank for double sided printing]
SECTION 02148
CIPP LINING OF EXISTING SEWERS
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. SCOPE
This Technical Specification Section specifies the Cured-In-Place-Pipe (CIPP)
rehabilitation lining, sets acceptable material and experience parameters, defines
minimum performance requirements for the finished, installed product and details
testing requirements for the completed product.
B. REQUIREMENTS
The Contractor shall provide and install a resin impregnated flexible tube (liner) with
an interior plastic coating wearing surface into pipes identified for CIPP lining in
accordance with American Society for Testing and Materials ASTM F1216 for the
inversion installation method or ASTM F1743 for the pulled-in-place installation
method, or ASTM F2019 for pulled-in-place (Glass Reinforced Plastic – liner) with
resin cured by exposure to heated water, steam or UV light. When cured, the CIPP
lining shall be continuous and tight fitting.
1.02
CLIMATIC CONDITIONS
The Contractor is made aware that the Work may occur during the summer months with
temperatures exceeding 115 degrees F. The Contractor shall be prepared for these
conditions and alter installation procedures or provide protection from detrimental
exposure to adverse temperature or sunlight consistent with the materials proposed for use.
Severe thunderstorms could occur that may increase volume of flow present within the
sewer system. The Contractor shall be prepared for these conditions and alter his
installation procedures and/or provide bypass pumping capabilities accordingly.
Contractor shall be responsible for review of the weather forecast prior to commencement
of liner installation that restricts or impedes the flow capacity of sewer pipe being
rehabilitated. When the anticipated weather conditions are such that the resulting sewer
flow may exceed upstream sanitary system storage volume or the capacity of the bypass
pumping system or otherwise adversely affect the liner installation then the City’s
Representative shall be informed and the installation shall be delayed until favorable
weather is forecast.
1.03
EXPERIENCE RECORD OF THE CONTRACTOR
The Contractor shall provide to the satisfaction of the City, written documentation from
the CIPP lining manufacturer that the Contractor’s personnel have been adequately
informed and trained in the installation procedures of CIPP liner process proposed. Such
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 2
October 27, 2025
written documentation shall describe manufacturer’s procedures for installers, training
program and, if applicable, licensing policies.
The Contractor shall have an experienced representative on-site that has been responsible
for the successful installation of a minimum of 5,000 linear feet of CIPP liner installation
of similar diameter in the United States utilizing the installation materials and techniques
proposed.
1.04
REFERENCES
This Technical Specification 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.
AASHTO Loading
American Association of State Highway and
Transportation Officials - Anticipated external
load to be placed on the pipe.
ASTM F412
Definitions of Terms Relating to Plastic Piping
Systems.
ASTM F1216
(including Appendix
XI)
Standard practice for rehabilitation of existing
pipelines and conduits by the inversion and
curing of a resin-impregnated tube.
ASTM F1743
ASTM F2019
Standard Practice for Rehabilitation of Existing
Pipelines and Conduits by Pulled-in-Place
Installation of Cured-in-Place Thermosetting
Resin Pipe (CIPP).
Standard Practice for Rehabilitation of Existing
Pipelines and Conduits by the Pulled in Place
Installation of Glass Reinforced Plastic (GRP)
Cured-in-Place
Thermosetting
Resin
Pipe
(CIPP)
ASTM C581
Standard Practice for Determining Chemical
Resistance of thermosetting resins used in glass
fiber reinforced structures, intended for liquid
service.
ASTM D543
Test Method for resistance of plastics to
chemical reagents.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 3
October 27, 2025
ASTM D638
Standard Test Method for Tensile Properties of
Plastics.
ASTM D790
Test Method(s) for flexural properties of
unreinforced
and
reinforced
plastics
and
electrical insulating materials.
ASTM D883
Definitions and Terms Relating to Plastics.
ASTM D1600
Abbreviations, Acronyms, and Codes for Terms
Relating to Plastics.
ASTM D2990
Standard
Test
Methods
for
Tensile,
Compressive, and Flexural Creep and Creep-
Rupture of Plastics.
ASTM D 1682
Test Method for Breaking Load and Elongation
of Textile Fabrics.
ASTM D 5813
Specification for Cured-in-Place Thermosetting
Resin Sewer Pipe APS Standard – Water
tightness standard for cured-in-place thermo-
setting resin pipe Porosity Test protocol.
ASTM D3039 /
D3039M
Test Method for Tensile Properties of Polymer
Matrix Composite Material
ASTM D 3567
Practice for Determining Dimensions of
Reinforced Thermosetting Resin Pipe (RTRP)
and Fittings
ASTM E797
Practice for Measuring Thickness by Manual
Ultrasonic Pulse-Echo Contact Method.
NASSCO Standard
Recommended
Specifications
for
Sewer
Collection System Rehabilitation.
1.05
SUBMITTALS
The following submittals shall be provided in accordance with Technical Specification
Section 01300 – Submittals:
1. Shop drawings which detail short and long term properties (providing all supporting
test data) of all component materials, construction and recommendations for material
storage, sunlight control (if applicable), temperature control (if applicable), and CIPP
liner handling constraints.
2. Representative cured liner sample (1-foot in length) for each diameter size of the same
resin and felt/fiberglass liner proposed for the project depicting all material
components, depicting the final quality of workmanship that can be expected on this
project.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 4
October 27, 2025
3. Structural calculations of each CIPP diameter size that is proposed for use in sanitary
sewer pipes as identified in the design drawings using parameters stated in paragraph
2.04. CIPP liner calculations shall be stamped by a Professional Engineer in the State
of Arizona.
4. 10,000-hour third party, 50-year Flexural Creep Modulus test data. Test shall be in
accordance with ASTM D-2990 at 10,000 hours. If approved 10,000 hour tests are not
available, Contractor shall use a minimum 50% reduction (50% retention) of Flexural
Modulus of Elasticity (per ASTM F-1216) for all formula calculations.
5. Independent laboratory test reports of CIPP sample(s) and tests as specified in
Technical Specification Section 02148 , paragraph 1.06 (A).
6. Remote visual inspection video and reports as specified in Technical Specification
Section 02148 , paragraph 3.01 (C),
7. Liner manufacturer’s recommended installation procedures per ASTM F1216 or
ASTM F1743, Recommendations for material storage, temperature and sunlight
control, CIPP liner handling, insertion, curing, trimming and finishing.
8. Liner manufacturer’s recommended maximum pulling force that can be applied to the
liner (if winched-in method employed).
9. Resin manufacturer’s proposed rate of cure temperature change (heating and cooling)
and the target temperature and duration for cure of resin along with the maximum rate
and target temperature for cool down prior to the termination of the cure process.
10. Certification showing the Contractor is currently licensed by the appropriate licensor
to perform CIPP installation. Certification shall be given to the City’s Representative
before any materials are delivered to the job site.
11. A certified affidavit, signed by an officer of the installation Company, shall be provided
stating that the on-site superintendent has received proper training in the
manufacturer’s recommendations for CIPP liner installation methods and procedures.
12. Certification stating CIPP tube has been manufactured in accordance with ASTM
F1216 and resin ASTM D5813 is suitable for its intended use.
13. Test results for chemical resistance performed on a previously prepared sample of the
finished product proposed for this project. Contractor shall submit a certified affidavit,
signed by an officer of the company, stating that the resin the tests apply to and the
resin submitted for this project are the same.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 5
October 27, 2025
14. Contractor shall submit method of measuring defects and an outline of specific repair
or replacement procedures as recommended by the tube manufacturer for potential
defects removal that may occur in the installed CIPP. Potential defects within the CIPP
that cannot be repaired shall be clearly defined by the Contractor based on the
manufacture’s recommendations, accompanied by a proposal for compensation to the
City.
15. Manhole connection (liner termination) detail and material proposed to seal any annular
space between the liner and host pipe.
16. Warranty information and certificates.
17. Material safety data sheets for all hazardous chemicals used or expected to be on-site.
At a minimum, sheets for the resin, catalyst, cleaners and repair agents should be
submitted.
18. Proposed equipment and fiber optic cable for monitoring the CIPP liner wall
temperature during cure along the entire length being installed.
19. Contractor shall submit Lateral Seal connection material shop drawings and
installation procedures.
20. Contractor shall submit UV cured CIPP patch shop drawings and installation
procedures.
1.06
CIPP LINER QUALITY ASSURANCE
A. LABORATORY TEST SAMPLE:
1. Sample should be cut from a section of cured CIPP at an intermediate manhole or
at the termination point that has been inverted through a similar diameter pipe or
other restraining system which will be held in place by a suitable heat sink, such as
sandbags per ASTM F1216 or ASTM F1743 or ASTM F2019.
2. CIPP liner samples taken shall be sent to an independent laboratory within three (3)
days of collection for quality control testing. Samples are to be signed by the City’s
Representative and accompanied by a completed Chain of Custody form, included
in Technical Specification Section 01999 -Reference Forms – FORM 01331-D.
Results of laboratory testing shall be submitted directly to the City’s Representative
within three (3) working days of receipt by the Contractor.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 6
October 27, 2025
3. Samples taken for testing shall be individually labeled and logged to record the
following:
a.
City name.
b. City’s project number and project title.
c.
Unique sample number.
d. Pipe segment number as noted on Design Drawings or Pipe Rehabilitation List.
e.
Date and time sample was taken.
f.
Name of Contractor.
g. Date, location and name of person by whom the sample was taken.
Updated copies of the test log shall be submitted to the City Representative at the
regularly scheduled coordination meeting.
4. SAMPLE TESTING. The cured sample shall be tested by an independent testing
laboratory approved by the City’s Representative. Final payment will not be made
until acceptable test results are received by the City’s Representative. The
Contractor shall be responsible for any deviation from the specified physical
properties and those evaluated through testing. Failure to meet the specified
physical properties will result in the CIPP liner being considered defective work
which will be handled in accordance with MAG Section 106. The Contractor shall
be responsible for all costs associated with the testing of the liner physical
properties and repair of any defective work.
5. SAMPLING FREQUENCY: The above-stated sampling shall be performed for
each manufacturing lot of CIPP liner materials (per diameter size). A sample shall
be taken every 3,000 lineal feet or one semi-trailer load of liner whichever is less.
City’s Representative reserves the right to request the Contractor to perform one
(1) additional test for every 3,000 lineal feet or one semi-trailer load of liner
whichever is less.
6. Grounds for rejection of installed CIPP liner include, but not limited to the
following:
a.
CIPP sample sent to laboratory that is missing City’s Representative signature.
b. CIPP samples missing the Chain of Custody form.
c.
Chain of Custody form missing information or signatures of all those who
handled or processed the sample, including the signature of the City’s
Representative and the laboratory Manager responsible for performing the
quality control testing.
d. Laboratory test results not meeting minimum Technical Specification
requirements.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 7
October 27, 2025
B. LABELING
Each liner tube shall be labeled by the liner manufacturer with a permanent unique
identification number that is referenced in accompanying documentation.
Documentation shall include the following:
1. Liner manufacturer’s name,
2. Location of the liner manufacturer,
3. Felt supplier,
4. Resin supplier,
5. Date of resin impregnation into felt liner,
6. Unique identification number of liner,
7. Resin identification number,
8. Resin weight – lbs/ft,
9. Manufactured liner length both resin impregnated felt “wet” and dry felt “dry”
10. Liner thickness,
11. Liner diameter.
1.07
WARRANTY
The work performed under this Project shall be warranted to be free from defects in
material and workmanship for a period of two (2) years from the date of Final Acceptance.
The City’s Representative, while not acting as quality control agent for the Contractor,
shall be allowed to view and document any portion of this contract, including but not
limited to verifying type and quantities of resin used at any point during this work. If the
City’s Representative determines that the process/material/installation has failed during the
warranty period, the Contractor shall perform any and all repairs, including ancillary costs
associated with repair at no additional cost to the City.
The warranty period of any part of the Work repaired or replaced under the provisions of
the warranty will be extended for one (1) additional year.
PART 2 - PRODUCTS
2.01
GENERAL
A. All materials and installation procedures provided by the Contractor for use in the CIPP
installation process shall be equal to or exceed the requirements of ASTM F1216,
ASTM F1743 and ASTM F2019 and ASTM D2990.
B. Contractor shall be responsible for control of all material and process variables to
provide a finished CIPP possessing the minimum properties specified in ASTM F1216
and ASTM 5813 and/or supplemented herein.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 8
October 27, 2025
2.02
COMPONENT PROPERTIES
A. MATERIAL
a.
FELT LINER
The liner tube shall consist of one or more layers of flexible needled felt or an
equivalent non-woven and/or woven material meeting ASTM 1216 Section 5 or
ASTM F1743 Section 5.2.1 and capable of carrying resin, withstanding installation
pressures and curing temperatures, and is compatible with the resin system used.
a.
FIBERGLASS LINER
The liner tube shall consist of one or more layers of flexible fiberglass or an
equivalent woven material meeting ASTM D2990 and ASTM D5813 and capable
of carrying resin, withstanding installation pressures and curing temperatures and
is compatible with the resin system used.
The fiberglass liner shall include an exterior and interior film that protects and
contains the resin used in the liner. The exterior film shall be provided with an
ultraviolet (UV) light blocker foil.
B. RESIN
The resin system to be used shall be manufactured by an approved company selected
by the CIPP process manufacturer. Only corrosion resistant polyester or vinyl ester
resins shall be used.
The resin used shall produce a properly cured-in-place pipe system, which will be
resistant to abrasion caused by solids, grit, and/or sand. The cured-in-place pipe system
shall also be resistant to corrosion due to acids and gases such as sulfuric acid, carbonic
acid, hydrogen sulfide, methane, and carbon monoxide. The cured-in-place pipe system
utilized shall withstand the corrosive effect of the existing residential, commercial, and
industrial effluents, liquids and/or gases.
The chemical corrosion resistance of the actual resin system used by the Contractor
shall be tested by the resin manufacturer in accordance with ASTM F1216, D543, or
C581 as applicable. Exposure to the chemical solutions listed below shall result in a
loss of not more than twenty percent (20%) of the initial physical properties when tested
in accordance with ASTM C581:
C. CHEMICAL RESISTANCE
The chemical resistance tests should be completed in accordance with Test Method
ASTM D 543. Exposure should be for a minimum of one month at 73.4 degrees F.
During this period, the CIPP test specimens should lose no more than 20 percent of
their initial flexural strength and flexural modulus when tested in accordance with
Section 8 of ASTM F1216 when subjected to the following solutions:
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 9
October 27, 2025
Chemical
Solution
Concentration (%)
Tap Water (pH 6-9)
100
Nitric Acid
5
Phosphoric Acid
10
Sulfuric Acid
10
Gasoline
100
Vegetable Oil
100
Detergent
0.1
Soap
0.1
The Contractor shall be responsible for all costs associated with the chemical resistance
tests. Proof of meeting these requirements shall be provided to the City’s
Representative for approval at least seven (7) days prior to commencement of work.
D. LINER TUBE
1. The liner tube shall be fabricated to a size that, when installed, will fit the internal
circumference of the existing sanitary sewer main without any annular space
between liner and walls of host pipe. Allowances shall be made for circumferential
stretching due to insertion of liner and deterioration of host pipe walls.
2. The minimum liner tube length shall be that deemed necessary by the Contractor to
effectively and continuously span the distance from the inlet to the outlet of the
respective manholes, unless otherwise specified. The Contractor shall verify the
lengths in the field before impregnation and installation of the tube. Individual
insertion runs may be made over one or more manhole sections as determined in
the field by the Contractor.
3. Measure the overall elongation of the fabric tube after pull-in completion and report
to the City’s Representative.
4. Contractor shall utilize a dynamometer or load cell per ASTM F1743 Section 6.4.1
or other approved method to monitor winch or cable pulling force.
5. Prior to insertion, the liner tube shall be free of all visible tears, holes, cuts, foreign
materials, and other defects.
6. The physical properties quoted in Technical Specification 02148 – paragraph 2.03
applies to CIPP manufactured polyester, vinyl-ester, or epoxy resin. Resins shall be
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 10
October 27, 2025
tinted for visibility and provide positive indication of adequate liner wet-out.
Resins should be appropriate for conditions encountered.
E. DIMENSIONS
1. The Contractor shall make allowances in determining the felt tube length and
circumference for stretch during installation and shrinkage during curing. The
Contractor shall verify the lengths in the field before the felt tube is cut and
impregnated. Individual installation runs may include one or more manhole-to-
manhole sections as approved by the City’s Representative.
2. The diameter of the host pipe may be larger than the nominal inside diameter due
to corrosion of the existing host pipe. It is the Contractor’s responsibility to
determine the required diameter of the liner.
3. “Minimum Design” thickness is defined as the CIPP calculated thickness according
to ASTM F1216 or ASTM F1743 or ASTM D2990 as applicable, using design
criteria then rounded up to next manufactured increment. Calculations of liner
thickness shall be submitted to the City or City’s Representative according to
Technical Specification Technical Specification Section 01300 – Submittals prior
to installation.
Unless otherwise specified to provide for excess resin migration, the gap thickness
of the wetting out equipment shall be sized to allow an excess of 5 to 10 percent
resin to pass during impregnation. The measurement of installed dry cured liner
thickness shall be determined at a minimum of three locations cut from a CIPP
restrained liner sample, minus the thickness of any plastic coatings or CIPP layers
not included in the structural design of the CIPP, using a method of measurement
accurate to the nearest 0.005-mm.
2.03
FINISHED AND CURED CIPP LINER PROPERTIES
The physical properties of the cured CIPP shall have minimum initial test values as given
in Table 1 of ASTM F1216 for resin impregnated felt tube and Table 1 of ASTM F2019
for resin impregnated Glass Reinforced Plastic tube and supplemented below in Table 1.
Properties for these or any other enhanced resins shall be substantiated with test data.
Table 1: CIPP Liner Properties
Resin Impregnated Felt Tube
Test Property
Test Value
Test Method
Flexural strength
5,000 psi
ASTM D790
Flexural modulus
300,000 psi
ASTM D790
50-year flexural creep modulus
150,000 psi
ASTM D2990
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 11
October 27, 2025
Resin Impregnated GRP Tube
Test Property
Test Value
Test Method
Flexural strength
7,000 psi
ASTM D790
Flexural modulus
750,000 psi
ASTM D790
50-year flexural creep modulus
375,000 psi
ASTM D2990
2.04
DESIGN CRITERIA
A. The liner thickness shall be designed in accordance with the procedures of ASTM F
1216, Appendix XI, ASTM D2990 and these Technical Specifications. All material
properties used in design calculations shall be long-term (time-corrected) values.
Contractor shall familiarize himself with site conditions when preparing liner design.
B. The following parameters shall be assumed for the liner design:
1. Modulus of soil reaction, E's = 1,000 psi (fully deteriorated)
2. Unit weight of soil = 140 pcf
3. The minimum ovality shall be 2.0 percent
4. Groundwater to ground surface elevation
5. AASHTO H20 Traffic loads
6. Safety Factor = 2.0
2.05
PAYMENT PENALTY / REDUCTION
A penalty will be assessed by the City to the Contractor for payment on all installed CIPP
liners that do not meet or exceed the minimum CIPP wall thickness requirements as stated
in Technical Specification Section 02148 - paragraph 2.02.E.3. Payment to the Contractor
will be reduced on Contractor’s unit price per foot payment for the total length of CIPP
liner installed as measured between center of upstream manhole to center of downstream
manhole. Payment/reduction shall be based on the following Table 2 – Payment Penalty /
Reduction:
TABLE 2 - PAYMENT PENALTY / REDUCTION
Payment Penalty
(see note 1)
Installed Dry Cured Liner Thickness Below
Minimum Design (mm)
0%
0% up to and including 5%
10%
Greater than 5% up to and including10%
20%
Greater than 10% up to and including 20%
Rejected
Greater than 20%
Note 1 – Reduction in payment assessed in Contractor’s pay request to City
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 12
October 27, 2025
2.06
CIPP TERMINATION POINTS
The Contractor shall provide CIPP liner terminations. If the CIPP fails to make a tight seal
at the manhole walls, the Contractor shall seal the liner/manhole interface with material
consisting of a resin mixture compatible with the liner/resin system or approved equivalent.
The sealing system shall be applied in accordance with manufacturer specifications and
approved by the City’s Representative.
2.07
CURE TEMPERATURE MONITORING
For CIPP 15-inches and larger, the Contractor shall provide equipment and fiber optic cable
for monitoring the CIPP liner wall temperature during cure along the entire length being
installed. Sensor technology shall be as manufactured by Zia Systems LLC., of Galloway,
Ohio 43119-8137 or approved equal.
PART 3 - EXECUTION
3.01
PREPARATORY PROCEDURES
A. SET-UP
Prior to CIPP installation all necessary traffic control measures shall be put into place
per Technical Specification Section 02100 – Traffic Control, and the bypass diversion
pumping system, including back-up pumps, shall be tested and running per Technical
Specification Section 02145 – Diversion of Sewage Flow and Dewatering.
Every effort should be made to protect the environment from any contamination from
sanitary sewer.
B. SEWER CLEANING
Prior to CIPP tube installation, the Contractor shall clean the existing sewer in
accordance with Technical Specification Section 02760 – Sewer Pipe and Sewer
Structure Cleaning. The Contractor shall clear the existing sewer of obstructions such
as solids that will prevent or hinder CIPP liner installation. The Contractor shall utilize
a spinning nozzle as to ensure that the host pipe is free from any residual sediment prior
to lining. A time lapse no greater than 30 calendar days shall be allowed between initial
host pipe cleaning and liner installation.
C. CCTV INSPECTION
The interior of the sewer shall be inspected in accordance with Technical Specification
Section 02761 – Remote CCTV Inspection of Existing and Rehabilitated Sewers to
determine the location of conditions, which may prevent proper installation of CIPP.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 13
October 27, 2025
The Contractor shall furnish the cleaning CCTV and report to the City’s Representative
for host pipe segments that the Contractor determines existing conditions may impact
the final operation of the lined pipe, either grade or condition. If existing host pipe
defects or voids exist, the Contractor shall repair or replace that section of the host pipe.
The Contractor shall not line over any offset that is greater than 5% of the lined pipe
internal diameter without first notifying the City’s Representative.
D. CIPP LINER DIAMETER VERIFICATION
The internal diameter of the existing host pipe may be larger (or smaller) than their
nominal size. It is the Contractor's responsibility to measure the actual inside diameter
of the sewer to determine the appropriate size of CIPP liner to use.
3.02
INSTALLATION METHODS
A. GENERAL
The Contractor shall designate the location where the CIPP felt tube would be
impregnated with resin ("wet-out"). Locations shall be subject to approval by the City’s
Representative and applicable local agencies. The Contractor shall allow the City
and/or City’s Representative to inspect the materials and "wet-out" procedure.
If the “wet-out” location is not at the project site, the impregnated CIPP tube shall be
transported to the site under controlled environmental conditions. Transport vehicles
shall include a tamper resistant, sealed temperature-recording device which records the
temperature of the liner at all time after leaving the wet-out site. The Contractor shall
decide when to transport the impregnated CIPP tube to the site and when to commence
insertion with respect to weather conditions.
The Contractor is responsible for obtaining construction/ fire hydrant meters from City
of Tempe and for paying all applicable deposit, fees and water usage fees according to
revised City Code Section 49.
B. PRE-INSTALLATION
Prior to installation of the liner, the following activities are required to be completed:
1. Receipt and approval of pre-installation submittals by the City’s Representative.
2. Verification of pipe condition and any obstructions by video inspection.
3. Verification of existing laterals and location of services by flowing water, dye test,
or visually with a pan and tilt head camera or other means.
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 14
October 27, 2025
4. Cleaning of sewer main (recorded on video).
5. Perform required point repairs at pipe locations that would prevent or hinder proper
CIPP liner. The Contractor shall obtain the approval of the point repairs from the
City’s Representative prior to proceeding with the liner installation. The Contractor
assumes all responsibility of liner quality once installation begins if prior written
notification is not received and acknowledged by the City’s Representative.
6. The Contractor is to ensure liner tube is free of all visible tears, holes, cuts, foreign
materials, and other defects.
C. HANDLING
The Contractor shall exercise adequate care during transportation, handling and
installation to ensure the CIPP material is not torn, cut, or otherwise damaged. If any
part or parts of the CIPP material becomes torn, cut or otherwise damaged before or
during insertion, it shall be repaired or replaced in accordance with the manufacturer’s
recommendations and approval by the City’s Representative before proceeding further;
and at the Contractor's expense.
D. INSTALLATION PROCESS
No CIPP installations will be undertaken in weather conditions that could jeopardize
the installation of the CIPP, or be detrimental to the long-term performance of the CIPP.
The liner will be installed by the inversion tube method or winching method as follows.
1. INVERSION METHOD: The tube shall be impregnated with a liquid thermosetting
resin and lowered into the insertion pit through an inversion tube. The inversion
tube will then be inverted into the existing sewer by air pressure which will push
the tube through the host pipe inside out, while pressing the resin impregnated side
firmly against the inside walls of the host pipe. The smooth coated side of the liner
shall become the new interior surface of the host pipe. After the tube is inverted
through the host pipe section, the Contractor shall cure the liner by introducing
steam or a combination of compressed air and steam to initiate the curing process.
2. WINCHING METHOD: The wet out liner shall be inserted through the upstream
manhole and pulled through the section through the use of a power winch attached
to the end of the liner with an appropriate pulling head.
A monitoring device shall be provided to measure the pulling force. Should the
pulling force exceed the manufacture recommendations, the tube shall be rejected,
removed and replaced. Maximum manufacturer’s pulling force shall be submitted
according to Technical Specification Section 01300 – Submittals.
Rollers shall be installed in the upstream and downstream manholes to guide the
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 15
October 27, 2025
liner into and out of the host pipe and to guard against chafing of the crowns at the
entry and exit.
The sewer invert throughout the section to be lined shall be covered with a
polyethylene foil or other suitable material to facilitate threading of the liner and
reduce the risk of damage to the liner material. The CIPP shall be formed with a
polyurethane, polyethylene, or polypropylene coating on its interior surface.
During insertion of the resin impregnated tube into the host pipe, the maximum
allowable longitudinal elongation, or stretch, of the liner tube shall be 5% per
ASTM F1743 Section 6.4.2. The longitudinal stretch of the tube shall be gauged
by comparing the fully inserted tube to the actual length of host pipe being
rehabilitated. Contractor shall field measure within the interior of the pipe the actual
host pipe length and submit to the City’s Representative.
The Contractor shall use a flexible and impermeable calibration hose to inflate the
tube. The calibration hose may or may not remain in the complete installation. Any
dry tube or inflation hose material that enters the existing pipe that has not been
previously impregnated with resin under controlled conditions cannot be included
in the structural wall of the CIPP. The nominal thickness of this material shall be
deducted from the field sample thickness measured in order to verify that the
minimum specified wall thickness is achieved. Hose material remaining in the
installation shall be compatible with the resin system used, shall bond permanently
with the tube, and shall be translucent to facilitate post installation inspection. Hose
materials which are to be removed after curing shall be of non-bondable material.
The Contractor shall introduce air and/or steam into the liner and expand with
pressure inflating and pressing the liner material in a tight fit against the inner walls
of the host pipe producing dimples at lateral and side connections and flared ends
at manholes. All hoses/pipes used for introducing water, air, and/or steam shall be
ramped during the inversion and curing process to allow for the ease of vehicular
and pedestrian traffic. All hoses/pipes shall be color-coded for identification to
prevent the use of hoses/pipes used for water conveyance are not used for
wastewater conveyance or vice versa.
E. CURING
The curing process shall be per ASTM F1216 or ASTM F1743 or similar approach
recommended by the manufacturer and approved by the City’s Representative, to
ensure that the liner design physical properties are attained. Circulation water shall be
cool down to at least 100 degrees F before releasing the hydrostatic head.
The rate of temperature rise and fall during heating and cooling shall not exceed 2
degrees F per minute or manufacturer’s recommendation. Contractor shall submit per
Technical Specification Section 01300 – Submittals the manufacturer recommendation
SECTION 02148
CIPP LINING OF EXISTING SEWERS
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 16
October 27, 2025
for temperature control requirements during heat–up, cure, recommended cure
temperature, and length of time at recommended cure temperature, and maximum rate
of cool down of temperature.
F. CURE TEMPERATURE MONITORING
The Contractor shall monitor the temperature of the CIPP liner wall to verify and
document manufacturer recommended curing temperature has been achieved.
Temperature monitoring system shall be placed between the host pipe and the liner in
the bottom of the host pipe (invert) to record the heating and cooling that takes place
on the outside of the liner. The Contractor shall install and monitor temperature during
the curing process with system/equipment as follows:
1. CIPP Liner in Pipe Less than 15-inch Diameter: Temperature sensors shall be
placed between the host pipe and the liner at the invert of the host pipe. The sensors
shall be placed at the upstream and downstream ends of the reach being lined to
monitor the temperature during the curing process.
2. CIPP Liner in Pipe 15-inch Diameter and Larger: Fiber optic cable along the entire
length of CIPP liner in addition to point temperature sensors installed at the
upstream, downstream, and intermediate (if present) access manholes. The
monitoring shall be by a computer which can record the temperatures at this
interface throughout the processing of the CIPP utilizing a tamper-proof database.
Prior to installing the CIPP liner in the host pipe, the temperature monitoring
system’s function shall be confirmed by hooking it up to the computer and seeing
that the sensors are reporting ambient temperatures. No more than two sensors in
sequence can be found faulty during this test. If three or more sensors in sequence
are discovered faulty, a new sensor array shall be pulled into the host pipe replacing
the previously installed array; and the new array shall be again tested for its proper
function.
G. REINSTATEMENT OF LATERAL CONNECTIONS
It is the intent of this project that all service lateral connections be reopened.
Service laterals shall be reopened to 100% of original lateral pipe diameter without
excavation, utilizing a remotely controlled cutting device, monitored by CCTV. The
cut liner shall have no jagged edges and shall be brushed smooth with a wire brush.
Contractor shall reinstate laterals back to a smooth finish with the lateral opening free
of debris or obstruction to flow. Contractor shall remove any “coupons” that fall within
laterals prior to performing a post-installation CIPP CCTV. The Contractor shall certify
he has a minimum of two (2) complete working cutter units plus spare key components
on the site before the insertion of the liner. No additional payment shall be made for
excavations for the purpose of reopening connections unless previously approved by
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 17
October 27, 2025
the City’s Representative prior to the start of work. The Contractor is responsible for
all costs and liability associated with such excavations and restoration work.
Where identified in the design drawings, the Contractor shall install lateral seal
connections within five (5) working days of CIPP liner installation. Surface preparation
of installed liner and/or existing lateral shall be per lateral seal manufacturer
recommendations. Surface preparation costs, including additional cleaning, shall be at
no additional cost the City.
H. REINSTATEMENT OF DROP SEWER CONNECTIONS
The Contractor shall reinstate the opening of all vertical drop sewer connections to
100% of original drop pipe diameter without excavation, utilizing a remotely controlled
cutting device, monitored by CCTV. The cut liner opening shall have no jagged edges
and shall be brushed smooth with a wire brush. Contractor shall reinstate drop back to
a smooth finish with the drop opening free of debris or obstruction to flow.
The existing host pipe drop connection may be constructed of PVC material that is
easily damaged by robotic cutting equipment. The Contractor shall be responsible for
all costs associated with repair of damaged host pipe, including installation of a UV
cured seal and/or open cut excavation to repair damage to the existing host pipe and or
vertical drop pipe due to overcut of drop sewer connection.
Contractor shall remove any liner “coupons” or shavings that fall within the drop pipe
segment prior to performing a post-installation CIPP CCTV documentation.
3.03
FINISHED PRODUCT
A. FINISH
The finished CIPP shall be continuous over the entire length of an installation run.
B. MANHOLE CONNECTION
The contractor shall provide a watertight seal between the host pipe and liner pipe at
the manhole connection.
C. INSPECTION
The Contractor shall inspect the CIPP after installation. The inspection will be
performed and recorded using remote visual television inspection equipment in
accordance with Technical Specification Section 02761 – Remote CCTV Inspection of
Existing and Rehabilitated Sewers. If defects exist within the liner, the Contractor shall
repair or replace that section of liner at no additional cost to the City. Methods of repair
shall be proposed by the Contractor and submitted to the City’s Representative for
SECTION 02148
CIPP LINING OF EXISTING SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02148 - 18
October 27, 2025
review and approval prior to initiating repair work. City Representative shall be notified
a minimum of 24 hours prior to performing repair work.
The Contractor shall resubmit a final video showing a post inspection after the liner
issues have been addressed and approved.
D. REPAIR OF DEFECTS
Defects such as foreign inclusions, dry spots, pinholes, delamination, seam separation
and wrinkling beyond the specification allowances or as determined by the City’s
Representative as affecting the integrity or structural stability of the CIPP pipe, or as
adversely affecting the hydraulic capacity of the CIPP lined pipe are unacceptable and
shall be repaired or replaced at the Contractor's expense.
1. Wrinkles in the finished lined pipe which cause a backwater of one (1) inch or more
or reduce the hydraulic capacity of the lined pipe (wrinkle height that exceed 5
percent of the lined pipe internal diameter) are unacceptable and shall be removed
and/or repaired by the Contractor at no additional cost to the City.
2. Voids or annular space that exists between a wrinkle and the host pipe shall be
repaired or pipe section replaced and relined by the Contractor at no additional cost
to the City. Methods of repair shall be proposed by the Contractor and submitted to
the City’s Representative for review and approval prior to initiating work.
3. Separations of CIPP liner seam in the finish lined pipe are unacceptable and shall
be removed or repaired by the Contractor at no additional cost to the City. If a
separation of a liner seam exists, the Contractor shall remove the CIPP liner or
replace that section of pipe. Methods of repair shall be proposed by the Contractor
and submitted to the City’s Representative for approval.
3.04
CLEANUP
Following inspection, the Contractor shall clean up the entire project area. The Contractor
shall dispose of all excess material and debris not incorporated into the permanent
installation off site.
** END OF SECTION **
SECTION 02760
SEWER PIPE AND SEWER STRUCTURE CLEANING
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02760 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. SCOPE:
This Technical Specification section specifies the requirements for cleaning of the
sewer structures prior to remote visual inspection, City or City’s Representative
inspection, and manhole rehabilitation. The work to be done under this Contract
consists of furnishing all labor, materials, and equipment to remove the accumulated
sediments and clean the sanitary sewers and sewer structures.
B. REQUIREMENTS:
The work to be done consists of furnishing all labor, materials, and equipment to
remove accumulated sediments and debris down to sound, solid structural material of
the sanitary sewer access manhole. The Contractor shall hydro blast with a minimum
1000 PSI water pressure for duration sufficient to clean the sanitary sewer access
manhole per coating manufacturer’s recommendations.
Where composite manhole inserts are to be installed, the access manhole shall be
cleaned using low pressure water to remove debris that may hinder the installation of
the composite manhole insert. Removed debris shall not be allowed to enter the
wastewater collection system.
The Contractor shall remove existing sediment, debris, roots, scale, encrustations, and
grease accumulations from the sanitary sewer access manholes to be inspected and/or
rehabilitated and adequately prepare the surfaces for composite manhole insert
installation, epoxy coating, and/or bench repair.
All materials dislodged during cleaning shall not be allowed to enter the wastewater
collection system, and shall be removed from the sanitary sewer pipe, and/or access
manhole, and work area and delivered to an approved disposal site.
1.02
SUBMITTALS
A. The following submittal shall be provided in accordance with Technical Specification
Section 01300 - Submittals:
1. A letter report identifying the methods the Contractor anticipates employing to
remove sediment, debris, grease, scale, encrustations, and deteriorated concrete and
or PVC T-Lock liner sanitary sewer access manhole to be rehabilitated. The letter
report shall also include methods for removal manhole PVC T-Lock liner. The letter
report shall include a detailed explanation of the surface preparation process and a
schedule of activities and references where the Contractor has used the identified
cleaning method successfully in the past.
SECTION 02760
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02760 - 2
October 27, 2025
PART 2 - MATERIALS
2.01
CHEMICAL ADDITIVES
No chemicals shall be used without written approval of the City. In no case shall any
chemical additive be used which might be considered hazardous or might be considered
detrimental to organisms or equipment of a wastewater treatment plant, or detrimental to
old or new pipe materials.
A Safety Data Sheet (SDS) shall be posted onsite with a copy supplied to the City for all
chemicals used in the project or brought on-site as approved by the City.
2.02
HYDRO BLAST CLEANING
A. The Contractor shall use a nozzle to ensure the interior 360 degree circumference of
the pipe interior is clean and free from any residual sediment prior to lining.
B. It shall be the Contractor’s responsibility to determine whether structural condition of
the existing pipe or access manhole will not be detrimentally damaged by use of
spinning nozzle and water pressure utilized. The Contractor shall notify The City’s
Representative of pipe condition that would be impacted through the proposed cleaning
process and equipment. Once the Contractor initiates the cleaning operation, he accepts
the responsibility of reinstating normal operation of the sewer.
2.03
MECHANCAL CLEANING
A. The Contractor shall use a mechanical cleaning method to ensure the interior 360
degree circumference of the pipe interior is clean of tuberculation, corrosion and/or
encrustations prior to lining.
B. It shall be the Contractor’s responsibility to determine whether structural condition of
the existing pipe and will not be detrimentally damaged by use of spinning mechanical
device proposed. The Contractor shall notify The Owner’s Representative of pipe
condition that would be impacted through the proposed cleaning process and
equipment. Once the Contractor initiates the cleaning operation, he accepts the
responsibility of reinstating normal operation of the sewer.
PART 3 - EXECUTION
3.01
GENERAL
The Contractor shall at all times conduct work so as to prevent any detrimental sewage
blockage and minimize surcharging in the sewer manholes or connecting sanitary sewer
system. Damage to existing facilities as a result of the Contractor's work shall be promptly
repaired in kind at the Contractor's expense.
SECTION 02760
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02760 - 3
October 27, 2025
3.02
SEWER BYPASSING AND DEWATERING
Sewer flow shall be bypassed during the cleaning of the sewers as specified in Technical
Specification Section 02145 – Diversion of Sewage Flow and Dewatering.
3.03
HYDRO BLAST CLEANING
The Contractor shall clean existing sediment, debris, roots, scale, encrustations, grout, and
grease accumulations from the sanitary sewer pipes and access manholes to be inspected
or scheduled to be rehabilitated and adequately prepare the surfaces for installation of liner
and coating. Initial cleaning may not be performed more than thirty (30) days prior to start
of lining installation.
Pipe discovered by the Contractor or his Subcontractor to be physically deteriorated to the
extent where cleaning may detrimentally impact the structural integrity of the existing pipe
shall be brought to the attention of the City’s Representative prior to conducting cleaning
operations.
Cleaning shall remove all sediment, rocks, debris, roots, grease accumulations and
obstructions from the sewer to be lined and from the structures to be coated. Cleaning of
the sewer and structure interior surfaces shall remove all grease, scale, encrustation, and
any other foreign material from the surface. Multiple passes with cleaning equipment may
be required at no additional cost to the City.
Sediment or debris from cleaning operations larger than U.S. #8 sieve shall not be
deposited downstream in the sewer. Sedimentation deposited downstream shall be
removed at no cost to the City. All materials dislodged during cleaning shall be removed
from the pipe and delivered to an approved disposal site.
The Contractor shall be thoroughly familiar with all phases of sewer and structure cleaning
to ensure the completion of this Contract without causing a health hazard or damage to the
sewage system, public and private property.
The Contractor shall clean the sewer and structures so that there are no visible rocks, debris,
roots, grease accumulation and obstructions. The Contractor shall clean the access to
ensure proper installation of the structural insert or epoxy coating.
SECTION 02760
SEWER PIPE AND SEWER STRUCTURE CLEANING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02760 - 4
October 27, 2025
3.05
MECHANICAL CLEANING
The Contractor shall clean existing interior pipe of tuberculation, scale, encrustations, and
grout accumulations from the sanitary sewer pipes to be inspected or scheduled to be
rehabilitated and adequately prepare the surfaces for installation of liner. Initial cleaning
may not be performed more than thirty (30) days prior to start of lining installation.
Pipe discovered by the Contractor or his Subcontractor to be physically deteriorated to the
extent where cleaning may detrimentally impact the structural integrity of the existing pipe
shall be brought to the attention of the City’s Representative prior to conducting cleaning
operations.
Cleaning shall remove all mineral accumulations and/or attachments from corrosion of
metallic surfaces from the sewer to be lined and from the structures to be coated. Cleaning
of the sewer and structure interior surfaces shall remove all scale, encrustation, and any
other foreign material from the surface.
It shall be the responsibility of the Contractor to repeat the mechanical cleaning process if
tuberculation or detrimental corrosion buildup occurs prior to CIPP lining operation at no
additional cost to the City.
3.05
DISPOSAL OF SEDIMENTS
The Contractor shall be responsible for transporting and disposing, including all disposal
fees, of any sediments and material removed from the sewer or structures per Technical
Specification Section 01560 – Environmental Controls.
All sediment and debris removed from the sewer shall be disposed off-site in a lawful
manner. Hauling containers shall be watertight. On-site stockpiling of removed material
shall not be allowed.
The Contractor is responsible for obtaining all necessary permits, fees, and approval from
all regulatory agencies required to perform the work, including transport of sediments.
Off-site disposal of all material removed from the sewer shall be the Contractor's
responsibility.
Copies of all disposal receipts shall be submitted to the City.
** END OF SECTION **
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
This specification defines the requirements for internal Closed Circuit Television (CCTV)
inspection after rehabilitation according to the National Association of Sanitary Service
Company (NASSCO) standards.
1.02
SUBMITTALS
A. PRELIMINARY
At the preconstruction conference the Contractor shall submit the following
information for review per Technical Specification Section 01300 – Submittals
following notification of award of the Contract:
1. The Contractor shall submit operator name and National Association of Sanitary
Service Companies (NASSCO) – Manhole Assessment and Certification Program
(MACP) of CCTV operator for approval.
2. The Contractor shall submit an example of work of the analog and/or digital camera
equipment to demonstrate proposed quality and clarity of video along with
proposed methods of documentation. Example shall consist of one remote visual
inspection record, in digital and/or analog format, of previous sewer inspection
work complete with audio commentary and inspection log(s). The submitted record
shall show operational and structural defects in sewers that are of the same diameter
as the sewers in this project.
The information will be reviewed to determine if the quality of the images,
technique, and inspection procedures are acceptable and if defects were properly
identified and documented. Samples shall be with the same camera, lighting
equipment, and data handling procedures proposed for this work.
The City’s Representative will review the records, not for accuracy of content, but
to make sure that the required information is provided and the recording is of
acceptable quality. If the City’s Representative determines that the records are
defective or not of adequate quality, the Contractor shall repeat the inspection
documentation at the Contractor's expense.
The Contractor shall be responsible for modifications to his equipment and/or
inspection procedures to achieve report material of acceptable quality. No work shall
commence prior to approval of the material by the City’s Representative. Once
accepted, the report material shall serve as a standard for the remaining work.
The Contractor shall resubmit a final video showing a post inspection after the liner
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 2
October 27, 2025
issue(s) have been addressed and approved. Contractor shall correct all title information
on the video and labels prior to final submittal.
Digital Video Disk (DVD) or Universal Serial Bus (USB) records shall include labels
containing project titles, dates, including City and Contractor company names. The
Contractor shall maintain a copy of all inspection documentation (disks, tapes,
databases, and logs) for the duration of the work and warranty period.
B. OTHER SUBMITTALS
1. One (1) copy of the sanitary sewer access manhole CCTV inspection stored on
DVD, USB media, or external hard drive showing the existing access manhole after
rehabilitation as noted in the Design Drawings shall be submitted to the City’s
Representative within ten (10) days from the final inspection video date. The City’s
Representative will track and compile a final record of access manhole
rehabilitation and if necessary secondary access manhole CCTV after coating or
structural insert issues have been addressed and submitted to the City’s
Representative by the Contractor.
Final CCTV inspection shall be completed utilizing digital Panoramo 360 or
approved equal format.
The Contractor shall submit written inspection logs and CCTV procedures
according to NASSCO MACP for the sanitary sewer access manholes inspected
and/or rehabilitated.
Final payment to the Contractor shall not be made until Final CCTV inspection for all
rehabilitated sanitary sewer pipe and access manholes have been received by the City.
PART 2 - PRODUCTS
2.01
MATERIALS
A. TELEVISION INSPECTION CAMERA(S)
Camera(s) shall be intrinsically safe and shall be operative in 100 percent humidity
conditions. Lighting intensity shall be remote controlled and shall be adjusted to
minimize reflective glare. Lighting and camera quality shall provide a clear, focused
picture of the entire inside periphery of the sewer. Analog type camera shall have tilt
and zoom capabilities to view 90 degrees to the pipe centerline for the entire 360
degrees of the pipe circumference.
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 3
October 27, 2025
The Contractor shall utilize equipment that allows for CCTV to be performed within
conditions noted in the specification. Contractor’s equipment shall be sized to fit within
lined segments. Any scrapes or damages to the liner resulting from equipment use shall
be addressed and corrected based on City of Tempe inspection.
The Contractor shall utilize a digital, Panaramo 360 or approved equal for Post CCTV
inspection of rehabilitated pipes and access manholes.
B. DVD/USB
Video recordings of all sewer line inspections shall be made on DVD disks or USB
drives. The audio portion of the video shall be sufficiently free from electrical
interference and background noise to provide complete intelligibility of the oral report.
A copy of the video recordings shall be consolidated on DVD or USB media identified
by City of Tempe quarter section number of lined sewer segments so to minimize the
number of disks provided at end of project.
C. FOOTAGE COUNTER
A footage counter device, which measures the distance traveled by the camera in the
sewer, shall be accurate to plus or minus 2 feet in 1,000 feet.
D. VIDEO TITLING
Video equipment shall include genlocking capabilities to the extent that computer
generated data, (i.e., footage, date, size, address and location, etc.) as determined by
the City can be overlaid onto video, and both indicated on the television monitor and
permanently recorded on the inspection video.
E. SEWAGE FLOWS IN SEWERS:
During remote visual inspections, and continuously until completion of liner
installation and final documentation inspection, the Contractor shall provide temporary
dry conditions in the sewer pipes. The bypassing requirements are provided in
Technical Specification Section 02145 – Diversion of Sewage Flow and Dewatering.
PART 3 - EXECUTION
3.01
CLEANING
The remote visual inspection shall be performed after cleaning the sewer as specified in
Technical Specification Section 02760 – Sewer and Sewer Structure Cleaning, and prior to
lining the pipe. The Contractor shall be responsible for properly inspecting and
documenting the final condition of the rehabilitated pipe.
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 4
October 27, 2025
3.02
SCHEDULE
The Contractor shall submit post CCTV of segments within ten (10) working days from
the date of installation. The Contractor shall also be responsible to produce and submit hard
copy inspection logs of the inspection process.
3.03
SEQUENCE OF INSPECTION
The sewer pipe shall be remote visually inspected, in the same direction, prior to and
following the lining of the sewer. Final CCTV inspection shall be performed after lateral
reinstatement has been completed.
3.04
INSPECTION METHODS
The Contractor shall inspect the sewer interior using a camera or process capable of
producing a color image for permanent record and documentation of inspection in digital
format (mpeg or jpeg) with audio location and date information, data title information.
A. VERBAL COMMENTARY
The Contractor shall audio record narrative on the remote visual inspection the location,
upstream and downstream control points, date, and time of the inspection.
B. ACCESS
The City’s Representative shall have full access to observe the monitor and all other
operations at all times. The system of cabling employed to transport the camera and
transmit its signal shall not obstruct the camera's view.
C. INSPECTION RATE
The camera shall be pulled through the sewer in either direction, but all inspections at
each location shall be in the same direction. Maximum rate of travel shall be 30 feet
per minute when recording with analog camera systems.
D. IMAGE PERSPECTIVE
The camera image shall be down the center axis of the pipe when the camera is in
motion. The Contractor is required to provide a 360-degree view of the pipe interior.
Points of interest shall also be documented and shall include, but not be limited to,
defects, encrustations, mineral deposits, debris, sediment, any location determined not
to be clean or part of a proper liner installation, or defects in the liner (including, but
not limited to, bumps, folds, tears, dimples, etc.).
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 5
October 27, 2025
Each individual sanitary sewer lateral opening to the sewer main shall be remote
visually inspected. Camera shall first pan and tilt to the lateral opening prior to zoom
for analog camera systems. Full 360 degrees of the lateral opening shall be documented
without zoom. Contractor shall not utilize pan, tilt and/or zoom simultaneously.
E. SEWER IDENTIFICATION
All inspection documentation shall include the sewer location identified by City of
Tempe quarter section manhole numbers as indicated on the Design Drawings.
F. VIDEO NAMING CONVENTION
All CCTV inspection videos and reports shall be named based on the following
convention: quarter section (XXXXXX), upstream manhole (MHXXX) or cleanout
(COXXX) – quarter section (XXXXXX), downstream manhole (MHXXX) – Initial
cleaning (Cleaning Pre-Video) or Pre-lining of CIPP (Pre-Video) or Post-lining of
CIPP (Post-Video).
G. QUALITY CONTROL
The City’s Representative will review DVDs or USBs to ensure compliance with the
requirements listed in this specification and contract documents. If the sewer line is
determined not to be adequately cleaned, as required in this Technical Specification
Section, it shall be re-cleaned and remote visual inspection repeated by the Contractor
at no additional cost to the City. If any portion of the liner is determined not acceptable,
the liner shall be repaired or replaced, whichever the City’s Representative deems
appropriate, and re-inspected and documented.
** END OF SECTION **
SECTION 02761
REMOTE CCTV INSPECTION OF EXISTING
AND REHABILITATED SEWERS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
02761 - 6
October 27, 2025
[ This page intentionally left blank for double sided printing ]
SECTION 09710
CONCRETE AND MASONRY COATING
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. SCOPE
When specified in the Design Drawings or as directed by the City, this Technical
Specification section specifies the coating system used for the rehabilitation of municipal
sanitary sewer structures to provide protection against chemical or gas corrosion of the
interior of sewer structures. The coating shall yield a hard, durable chemical resistant
coating and provide a water and gas tight seal to concrete and other components within
existing sanitary sewer collection system infrastructure.
B. DEFINITIONS
1) In this Technical Specification, the words “coating” (or “coatings”) and “lining” (or
“linings” or “liner”) are used interchangeably. Similarly, “to coat” is used
interchangeably with “to line” (or other variations of these words).
2) In this Technical Specification, unless otherwise specifically noted, the word
“manhole” shall mean “sewer structure” and shall encompass sewer manholes, sewer
junction structures, sewer vaults, and other structures contained within the sanitary
sewer system. It also encompasses sewer pipes (or portions thereof) that are located
within the sewer structure, but does not include sewer pipes (or portions thereof) that
are located outside of the limits of the structure.
3) In this Technical Specification, “existing manholes” shall mean those manholes that
are (or were) not constructed as part of this project work. “Rehabilitating” existing
manholes and "applying corrosion protective coating" to those manholes shall include
the following activities:
a.
Cleaning and preparation of the surface to coating manufacture’s recommended
standards and removing corroded/deteriorated materials from the manhole, and
otherwise preparing the manhole for one of the approved coating systems.
b. Testing of the prepared surface to coating manufacturer’s standards prior to
applying an approved coating system.
c.
Applying one of the approved coating systems, as specified herein.
d. Testing the finished surface coating, as required herein.
e.
Other related activities, as noted herein.
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 2
October 27, 2025
Where required by the approved Design Drawings or as directed by the City, existing
manholes shall be rehabilitated and an approved, or equal, corrosion protective coating
applied to their interior surfaces, as specified herein.
The approved coating system (as specified herein) shall be applied to all exposed brick,
concrete, grout, mortar, and cementitious surfaces or portions thereof that are not PVC
lined within the manhole including pipe-to-throat transitions, throat, bench, risers, cones,
chimney, adjusting rings, etc.
1.02
QUALITY ASSURANCE
A. REFERENCES
This Technical Specification 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.
Reference
Title
ASTM C109
Standard Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
Specimens)
ASTM D4258
Standard Practice for Surface Cleaning Concrete for
Coating
ASTM D4262
Standard Test Method for pH of Chemically Cleaned or
Etched Concrete Surfaces
ASTM D4414
Standard Practice for Measurement of Wet Film Thickness
ASTM D4541
Standard Test Method for Pull-off Strength of Coatings
using Portable Adhesion Testers
ASTM D4787
Standard Practice for Continuity Verification of Liquid or
Sheet Linings Applied to Concrete Substrates
ASTM D5162
Standard Practice for Discontinuity (Holiday) Testing of
Nonconductive Protective Coating on Metallic Substrates
ASTM D7234
Standard Test Method for Pull-off Adhesion Strength of
coatings on Concrete Using Portable Pull-Off Adhesion
Testers
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 3
October 27, 2025
OSHA – ADOSH
Occupational Safety and Health Association - Arizona
Division of Occupational Safety and Health (ADOSH)
NACE
National Association of Corrosion Engineers Published
Standards
B. STANDARDIZATION
Materials and supplies provided shall be the standard products of manufacturers. Materials
in each coating system shall be the products of a single manufacturer or proven to be
compatible.
C. INSPECTION
All work and testing shall be performed in presence of the City, unless City has granted
prior approval to perform work in their absence. The Contractor shall provide testing as
approved by the City. Cost of this inspection and testing shall be the responsibility of the
Contractor. Inspection by the City or waiver of inspection in any particular portion of work
shall not relieve the Contractor of responsibility to perform work in accordance with this
Technical Specification.
a) Safety Equipment: Scaffolding and/or tri-pod safety equipment shall be erected and
moved by the Contractor to locations to facilitate inspection by the City. The Contractor
shall be responsible to provide equipment and conditions according to OSHA safety
standards for the City or City’s Representative to enter into confined space for
inspection purposes. The Contractor shall provide additional illumination or fresh air
upon request.
b) Surface pH Testing: The Contractor shall furnish services of a trained operator in
surface pH testing, equipment and chemicals until acceptance of prepared surface.
Surface pH testing shall be performed in the presence of the City or his on-site
Representative. The Contractor shall perform pH testing on all surfaces prior to
application of coating. The Contractor shall be responsible to perform additional
surface cleaning as necessary to obtain pH readings acceptable to coating
manufacturer’s requirements.
c) Adhesion “Pull” Testing: The Contractor shall furnish (until final acceptance of
coatings) inspection devices in good working condition for the verification of adhesion
of any substrate repair material to the existing concrete. The Contractor shall furnish
services of trained operator in pull test devices until final acceptance of coatings. Pull
test devices shall be tested and operated in the presence of the City. The Contractor
shall perform pull test in the presence of the City on all coated surfaces for each layer
of material applied.
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The Contractor shall perform pull test in the presence of the City on all coated surfaces
for each layer of material applied. The Contractor shall be responsible to repair test
areas and retest coating as necessary at no additional cost to the City. The Contractor
shall furnish services of trained operator in pull test devices until final acceptance of
coatings. Pull test devices shall be tested and operated in the presence of the City. Pull
testing and repair of the coating test areas shall be performed prior to spark testing.
The Contractor shall conduct thickness measurements of coating retained on the
destructive pull strength dolly. Measurements of thickness of applied protective
coatings in the presence of the City.
d) Holiday “Spark” Testing: The Contractor shall furnish services of a trained operator in
holiday detection devices until final acceptance of coatings. Devices shall be tested and
operated in the presence of the City. The Contractor shall perform holiday test on all
coated surfaces in the presence of the City or his on-site Representative. The Contractor
shall be responsible to repair defective areas and retest coating as necessary at no
additional cost to the City.
D. SUMMARY REPORT
Surface pH, pull strength, and coating thickness measurements shall be documented
and reported in a Summary Report produced by the Contractor and submitted to the
City. The report shall be presented after completion of underlayment, top coating
operations, and shall state number of manufacturer’s product units used and total square
footage of surface area covered. City shall have option of requiring the Contractor to
document number of units (coating materials) on hand before and after coating of each
structure operations to verify actual minimum coating thickness applied. All coating
thicknesses not meeting required minimums shall be removed and/or re-coated per
manufacturer’s recommendations.
E. INSPECTION MILESTONES
The Contractor shall keep City informed of his progress on rehabilitation of each
structure. At each manhole, the City may inspect the work at the completion of each of
the milestones listed below before the Contractor shall commerce work on the next
milestone:
1. Completion of the cleaning and surface preparation activities required by these
Technical Specifications.
2. Completion of all void-filling activities and underlayment application, prior to
surface coating application, with the associated adhesion testing of the
underlayment layer.
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3. pH of surface following cleaning and void filling underlayment activities, prior to
coating application.
4. Completion of the surface coating installation prior to testing.
5. Adhesion/bond testing of the finished coating system as required by these Technical
Specifications.
6. Spark testing of the final surface coating as required by these Technical
Specifications.
7. Following final clean-up and inspection, the Contractor shall prepare a table in
Microsoft Excel format and summit digitally the results of testing that include at a
minimum the manhole number, pull test locations with corresponding test results,
and spark test pass/fail results.
F. QUALITY CONTROL TESTING
The Contractor shall submit the following test results to the City:
1. pH Testing: pH of surface shall be tested and reported. Surfaces with a pH below
7 shall not be coated and further surface preparation shall be performed until a
neutral or basic pH reading is obtained prior to coating.
2. Adhesion Testing: Adhesion of the coating to the substrate shall be tested per
ASTM D4541, and the mode of failure shall be such that the substrate fails before
the coating separates from the substrate.
3. Holiday Testing: Holiday “spark” testing shall be employed to identify holidays,
defects, and substandard coating thickness.
4. Coating Thickness Test: Coating thickness testing shall be performed by pull test
destructive testing methods and direct measurement of coating thickness to verify
cured coating meets the minimum dry mil thickness.
1.03
CERTIFIED APPLICATOR
The Contractor applying coating shall be an Arizona Licensed Contractor. The coating
system shall be applied by an Applicator certified within the prior two (2) years by the
coating and underlayment material system manufacturer as properly trained for applying
the manufacturer’s coating and underlayment products. Underlayment products include
repair materials, grouts, fillers, primers, etc. A training outline for the certification program
undergone by the applicators shall be submitted to the City, for review. The Contractor
shall provide evidence that the personnel performing the product application received the
manufacturer's training for certification.
SECTION 09710
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Dibble
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Project No.: 3221025B
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The Contractor shall appoint a Quality Assurance Manager who shall take full
responsibility for the oversight of the quality of the work. The Quality Assurance Manager
shall be fully certified and have a minimum of five (5) years of application experience with
the particular coating system.
Applicator(s) shall be fully certified by the product manufacturer and have a minimum of
two (2) years of application experience with the particular coating system.
1.04
DELIVERY AND STORAGE
Materials shall be delivered to the job site in their original, unopened containers. Each
container shall bear the manufacturer's name, coating type, batch number, date of
manufacture, storage life, and special directions.
Materials shall be stored in enclosed structures and shall be protected from weather and
excessive heat or cold. Flammable materials shall be stored in accordance with state and
local codes. Materials exceeding storage life recommended by the manufacturer or visibly
deviate from normal appearance or texture shall not be used, physically marked in Orange
paint on the container as being REJECTED and physically removed from the project site
so as not to be inadvertently incorporated into future work.
1.05
WARRANTY
A. A non-prorated written (but not bonded) warranty to cover workmanship and materials
against coating failure shall be provided for the entire coating system, including all
repair material, defect fillers, primers, intermediate (if applicable), and finish coats.
The minimum duration of the warranty shall be five (5) years following final
acceptance of project. The product and the installation shall both be covered by the
Contractor’s warranty. The Contractor shall be responsible for administration,
performance and all ancillary costs associated with implementation of the warranty.
The warranty shall be delivered to the City prior to and as a condition of final
acceptance and final payment for this project.
B. Inspection shall be conducted during the eleventh/fifty ninth months (FOR 12/60
MONTH WARRANTY ITEMS) following completion of all coating work. The
Contractor and representative of coating manufacturer shall attend inspection.
Defective work shall be repaired in accordance with specifications and satisfaction of
the City within one (1) month of written notification. The City may, by written notice
to the Contractor, reschedule warranty inspection to another date within one-year
correction period, or may cancel warranty inspection altogether. If warranty inspection
is not held, the Contractor is not relieved of the responsibilities stated under Contract
Documents.
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C. This warranty shall state that the coating(s) will not fail for a minimum period of five
(5) years. Coating failure is defined as blistering, cracking, embrittlement, or softening,
or failure to adhere to the substrate. The warranty shall also apply to any repair
materials, primers, or other products used in the application. If any repair or
replacement is necessary within the warranty period, a new five (5) year warranty
period shall start at the date that the manhole is placed back into service following
repairs.
D. By executing this contract, the Contractor certifies and agrees that any testing
performed during construction (e.g., spark testing, adhesion testing and/or other
testing) shall not in any way modify the warranty, nor relieve the Contractor for
responding to defects during the warranty period.
E. The Contractors responsibility to provide the warranty is considered incidental to the
work and is, therefore, a non-pay item.
F. The Contractor and coating system Manufacturer shall within one (1) month of written
notice thereof, repair defects in materials or workmanship that may develop during said
warranty period(s).
G. The costs for ancillary items associated with coating repair includes, but limited to,
permitting costs, by-pass pumping, traffic control and third party quality control
inspection shall be the Contractor’s responsibility and are to be included in and
incidental to the cost(s) of warranty repairs.
1.06
SUBMITTALS
A. Before materials are delivered to the job site, the Contractor shall provide the following
information in accordance with Technical Specification Section 01300 - Submittals:
1. Name(s) and qualifications of all proposed applicator(s) per paragraph 1.03, along
with Certification of Applicator(s) and outline of training undertaken for the
certification program.
2. Schedule identifying sequence and dates the Contractor will be working on each
structure. When The Contractor is prepared to start work at a structure he shall
inform the City of his schedule of milestone inspection points for that structure.
Failure to provide notification of any milestone inspection point is grounds for
rejection and non-payment of all work performed within the structure.
3. Current Arizona Contractor's license or equivalent (specifically for the
rehabilitation of concrete manholes). If the manhole(s) to be rehabilitated is (are)
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brick, then the license or equivalent shall state for the rehabilitation of concrete and
brick manholes.
4. Material Safety Data Sheet (MSDS) for the grout, filler, primer and finish coating,
the Contractor proposes to use.
5. For the filler and finish coating, the Contractor shall provide the manufacturer's
technical literature and application instructions, which shall include the following:
a.
Surface preparation recommendations and limitation(s) of any existing
subsurface materials for adherence bonding concerns.
b. Primer type, where required.
c.
Maximum mil thickness per coat.
d. Mixing and proportioning requirements (as applicable).
e.
Minimum and maximum curing time between coats (if applicable), including
atmospheric temperature and humidity conditions for each.
f.
Curing time before submergence in liquid.
g. Thinners (if allowed) that are acceptable with coating material.
h. Environmental requirements for application and worker safety, including
ventilation, humidity, and temperature ranges.
i.
Allowable application methods.
j.
Maximum allowable surface moisture content.
k. Allowable surface pH range.
l.
Required storage conditions and maximum storage life.
m. Sample of finished product showing final color.
6. List of materials proposed to be used under this section and manufacturer's
technical literature and data for each material.
7. A letter or manufacturer’s technical literature and product data identifying the
procedures recommended for repair of defect of each proposed material.
8. Written certification from the materials manufacturer that the surface material is
compatible with proposed material, the surface has been prepared to acceptable
standards, and the applied coating has been installed according to material
manufacturer’s recommendations.
9. Minimum pull force reading that is anticipated for proposed pull test equipment
and size of dolly for passing test.
10. Testing Summary Report per paragraph 1.02 D.
11. Written warranty per paragraph 1.05.
12. The Contractor shall provide procedures and products proposed for use to repair
deteriorated steel reinforcement bars (if present).
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13. The Contractor shall provide procedures and products proposed for use around
utility penetrations (if present).
PART 2 – PRODUCTS
2.01
MANHOLE COATINGS
Materials shall be delivered to the site in factory sealed and labeled containers. Date of
manufacture shall be labeled on each container. Materials shall be handled and stored
according to the strictest requirements of the manufacturer and in accordance with all local,
state, and federal laws and regulations.
1. Coating systems shall be compatible with the preparation methods as specified
herein. Any limitations or deviations requested by the manufacturer shall be
approved in writing by the City, prior to surface preparation. The Contractor shall
provide all labor, materials and equipment as necessary at no additional cost to the
City for any deviations of surface preparation required by the coating materials
manufacturer.
2. Epoxy based coatings shall be applied within two months of their date of
manufacture (unless the manufacturer’s requirements are more stringent), or
otherwise approved in writing by the City.
3. Thicknesses specified herein is the minimum dry thickness required and do not
include the primer or underlayment thickness, unless otherwise noted. Provide
greater thickness where recommended by the manufacturer.
4. Sealant or Primer, if required, shall be as recommended by the manufacturer for
each installation.
5. Defect filler and repair materials shall be as recommended by the manufacturer for
each installation. All materials shall be identified.
6. Manhole infiltration control material shall be as recommended by the
manufacturer for each installation, and shall be covered under the same warranty
as the rest of the coating system.
2.02
CORROSION PROTECTIVE COATING SYSTEMS FOR EXISTING MANHOLES
Manhole coating materials shall be one of the products listed in this paragraph, or approved
equal. Manhole coating system proposed shall be compatible with any existing manhole
coating present or removed down to coating manufacturer acceptable substrate at no
additional cost to the City. The approved corrosion protective coating systems shall be as
listed below.
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•
Sauereisen Sewergard Lining No. 210 with Sauereisen Underlayment No. F-120, as
manufactured by Sauereisen Cements, Pittsburgh, PA. The underlayment shall be used
to repair and re-profile corroded areas of manhole surfaces. Manhole surfaces shall be
cleaned and prepared in accordance with the manufacturer’s recommendations and
coating system specification sheets (COATSPEC) in paragraph 3.19 prior to
application.
•
Sewer Shield 150 Epoxy Lining as manufactured by Environmental Coatings, Mesa,
Arizona. The underlayment shall be used to repair and re-profile corroded areas of
manhole surfaces. Manhole surfaces shall be cleaned and prepared in accordance with
the manufacturer’s recommendations and coating system specification sheets
(COATSPEC) in Technical Specification Section 3.19 prior to application.
•
Raven 405 Epoxy Lining with calcium aluminate cement underlayment, as
manufactured by Raven Lining Systems, Tulsa, Oklahoma. The underlayment shall be
used to repair and re-profile corroded areas of manhole surfaces. Manhole surfaces
shall be cleaned and prepared in accordance with the manufacturer’s recommendations
and coating system specification sheets (COATSPEC) in Technical Specification
Section 3.19 prior to application.
The underlayment material and the surface coating material installed in any one manhole
shall be from the same coating system.
2.03
CORROSION INHIBITOR FOR REINFORCING STEEL
Reinforcing steel, exposed by corrosion or during surface preparation operations, shall be
treated with a water-based epoxy resin, anti-corrosion coating and bonding agent such as
Armatec 110 EpoCem, manufactured by the Sika Corporation, or approved equal. The
Contractor shall be responsible to verify that the corrosion inhibitor product is compatible
with proposed coating system materials.
2.04
BONDING COMPOUNDS
All surfaces where new concrete contacts existing concrete shall be coated with a bonding
compound as recommended by the manufacturer of the concrete repair material.
2.05
BENCH REPAIR
Acid-resistant non-shrink grout mortar shall be used for bench restoration. The grout
mortar shall be applied to a depth of at least ¾-inches on the bench. The finish surface shall
be hand-troweled smooth to finish the bench and channel.
2.06
UNDERLAYMENT FOR STRUCTURE WALL REPAIR
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CONCRETE AND MASONRY COATING
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City of Tempe
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Manhole wall repair (if necessary) shall be provided for manhole walls for re-profiling
back to original manhole dimensions with a product as recommended by underlayment and
coating manufacturer. Voids that extend beyond the exterior manhole wall shall be brought
to the attention of the City for approved repair procedures. Costs for exterior manhole wall
repair shall be considered a changed condition with costs for repairs negotiated and agreed
upon prior to proceeding with the work. Failure to obtain prior approval of repair costs
eliminates any claims by the Contractor for additional compensation for added work to
repair the manhole.
PART 3 - EXECUTION
3.01
HAZARDOUS LOCATIONS
The City may wish to enter the manhole under the Contractor’s safety program to perform
observations and/or perform additional testing. The Contractor shall provide the necessary
safety equipment, monitoring, and safe working atmosphere to allow the City or City’s
Representative to safely enter the manhole, at no additional cost to the City.
The Contractor is responsible for safety of the job site, including the responsibility to
enforce and enact the provisions of the Contractor’s Confined Space Entry program and
the responsibilities to monitor the atmosphere within the structures and provide a safe
working atmosphere and environment. These safety measures shall be at no additional cost
to the City. The City shall not be responsible for safety or for safety monitoring of the job
site.
3.02
SEWAGE FLOW AND DIVERSION
The Contractor shall be aware that the existing manholes included in this project are active,
functioning manholes. The Contractor shall be required to coordinate the minimization of
existing sewer flow and corresponding water level within the manhole through upstream
diversion as much as possible per Technical Specification Section 02145 – Diversion of
Sewage Flow and Dewatering when rehabilitating the lower sections of the manhole.
Manholes scheduled for rehabilitation that are contiguous to pipe rehabilitation activities
shall be performed while flow is diverted and manhole is dewatered.
3.03
MANHOLE PREPARATION AND CLEANING
Surface preparations for each type of surface shall be in accordance with manufacturer’s
recommendations or the specific requirements of the coating specification sheet
(COATSPEC).
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The Contractor shall inspect all surfaces specified to receive a coating system prior to
surface preparation. The Contractor shall notify City, of any noticeable disparity in the
surfaces, which may interfere with the proper preparation, or application of the coating
system.
The entire manhole interior including frame, chimney, walls, bench and throat shall be
cleaned prior to rehabilitation using abrasive blasting and/or high-pressure water blast.
Cleaning shall remove deteriorated concrete down to sound solid substrate. The Contractor
shall remove all manhole steps present within the interior or as directed and any voids
repaired.
The Contractor shall use manhole debris shields or other approved method to prevent debris
from entering the live sewers. Discharge of removed sediment and debris into the
interceptor pipe is prohibited. The Contractor shall remove and legally dispose of dislodged
debris offsite. All hauling equipment shall be water tight to prevent spillage during
transport. The Contractor will be responsible for interceptor pipe cleaning and removal of
all sediments, at no cost to the City, if construction debris is observed being discharged
into the interceptor sewer.
3.04
DEFECT REPAIR
A. All surface defects including tie holes, any honeycombing or otherwise defective
concrete or brick shall be repaired. All voids, holes, and rough or irregular surfaces
shall be filled/repaired.
B. The Contractor shall use the fill/repair material recommended by the coating
manufacturer, to repair or fill all defects. Areas to be patched shall be cleaned. Minor
honeycombed or otherwise defective areas shall be removed to solid concrete. The
edges of the cut shall be perpendicular to the surface of the concrete. Patches on
exposed surfaces shall be finished to match the adjoining surfaces after they have set.
Finishes shall be equal in workmanship, texture and general appearance to that of the
adjacent material.
C. Deteriorated or honeycombed concrete which exposes the reinforcing steel or with
defects that affect the structural strength shall be repaired. Any exposed reinforcing
steel shall be mechanically cleaned and coated in accordance with paragraph 3.06. The
proposed repair method shall be approved by the City.
D. Extend all existing control and expansion joints through any patch or repair area.
3.05
STRUCTURAL REINFORCING REPAIR
Structural repairs shall include splicing new reinforcing steel to existing reinforcing steel
and providing additional reinforcing steel to reestablish the original structural integrity and
existing loading capacity. Provide 3/8-inch diameter anchor bolts as needed to support
reinforcing steel.
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Project No.: 3221025B
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3.06
REINFORCING STEEL TREATMENT
Where corrosion or surface preparation activities have exposed reinforcing steel the
following procedure shall be used:
1. If half the diameter of the reinforcing steel, or more, is exposed, chip out behind the
reinforcing steel a minimum of 1-inch for placement of grout or polymer concrete.
2. Determine cross sectional area loss of reinforcing steel.
3. Where reinforcing steel cross sectional area loss exceeds 15% of the original
reinforcing steel, perform structural repair as directed by the City.
4. Abrasive blast all exposed reinforcing steel surfaces to remove all contaminants and
corrosion products.
5. Clean exposed reinforcing steel with stiff brush or grit blast equipment per Technical
Specification Section 02760 – Sewer Pipe and Sewer Structure Cleaning.
6. Apply a 20 mil (wet) coat of corrosion inhibitor to all surfaces of the clean, exposed
reinforcing steel with a stiff brush or spray equipment. Allow 2 to 3 hours for coating
to cure or until surface is tack-free.
7. Apply a second 20 mil (wet) coat of corrosion inhibitor and allow for 2-hour to 3-hour
cure prior to placement of polymer mortar, cementitious mortar, or grout.
3.07
REPAIR MANHOLE BENCH AND NON-MAIN CHANNEL(S)
The Contractor shall repair manhole bench and non-main channel(s) with acid-resistant
mortar. Manhole bench shall be sloped a minimum ½-inch per foot to the edge of the throat.
Minimum mortar thickness shall be ¾-inch.
3.08
CHIMNEY REPAIR
Brick chimneys shall he repaired through re-pointing or replacement as necessary to ensure
structural integrity.
3.09
MANHOLE FRAME AND COVER AND ADJUSTING RINGS REPLACEMENT
Manhole frames and covers shall be replaced as indicated in the Design Drawings or as
directed by the City. Contractor shall notify the City or City’s representative if access
manhole frame and covers previously not identified are damaged. The Contractor shall
perform work in accordance with City of Tempe Standard Detail T-446. The covers shall
SECTION 09710
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contain the City of Tempe official logo and the words “City of Tempe Sanitary Sewer”.
The frames and covers shall have a nominal opening diameter of 24-inches for 48-inch
diameter access manholes and 30-inches for 60-inch and larger diameter access manholes.
Adjusting rings on these manholes shall be replaced as necessary to raise the lid to surface
grade and slope. Concrete adjusting rings shall receive the same corrosion protective
coating system as all other concrete surfaces within the manhole.
3.10
PREPARATION
A. GENERAL
Surfaces to be coated shall be clean and dry according to Technical Specification
Section 02760 – Sewer Pipe and Sewer Structure Cleaning.
B. DETAILED SURFACE PREPARATION
Surface preparations for each type of surface shall be in accordance with the specific
requirements of the coating specification sheet (COATSPEC).
3.11
COATINGS
A. GENERAL
Coating products shall not be used until the City has inspected the materials and the
coating manufacturer's technical representative has instructed the Contractor and City
in the recommended procedures for surface preparation, mixing and application of the
coating.
B. COATING SYSTEMS
Field coats shall consist of one or more finish coats to build up the coating to the
specified mil thickness. Unless otherwise specified, finish coats shall not be applied
until other work in the area is complete and until all previous coats have been inspected.
The Contractor shall employ whatever means necessary (e.g., humidity control,
temperature control, additional blasting, mechanical surface preparation, etc.) to ensure
strong adhesion of the surface coating layer(s), to any underlying and overlying layers
and proper curing of the surface coating layer(s). If the surface coating is applied in
two or more layers, the time between applications of the various layers shall be
controlled to ensure proper bond between layers.
C. COATING REQUIREMENTS
The approved surface coating shall be mixed in a clean, dry mixing container.
Compound that has begun to set shall not be recovered by adding additional liquid but
shall be discarded.
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All items of equipment, or parts and surfaces of equipment, which are immersed when
in service, with the exception of pumps shall have all surface preparation and coating
work performed in the field.
3.12
APPLICATION
A. WORKMANSHIP
Coated surfaces shall be free from runs, drops, ridges, waves, laps, and trowel marks.
Coats shall be applied so as to produce an even film of uniform thickness completely
coating corners and crevices.
The Contractor's equipment shall be designed for application of the materials specified.
The coating shall be applied using a trowel suitable for obtaining the proper thickness
and surface characteristics as recommended by the coating manufacturer.
Each coat shall be applied evenly and sharply cut to line. Care shall be exercised to
avoid over-coating or spattering on surfaces not to be coated. All over-coating or
spattering shall be removed.
For all coatings, trowel marks and other surface irregularities shall be removed by using
a short nap mohair paint roller. The short nap mohair shall be dampened with water.
Excess water shall be shaken off prior to use.
B. ATMOSPHERIC CONDITIONS
Coatings shall be applied only to surfaces that are dry, and only under conditions of
evaporation rather than condensation. Coatings shall not be applied during rainy, misty
weather, or to surfaces upon which there is frost or moisture condensation. During
damp weather, when the temperature of the surface to be coated is within 10 degrees
Fahrenheit (F) of the dew point, the surfaces shall be heated to prevent moisture
condensation thereon. During coating, and for a period of at least 8 hours after the
coating has been applied, the temperature of the surfaces to be coated, the coated
surfaces, and the atmosphere in contact shall be maintained at or above 40 degrees F
and 10 degrees F above the dew point. When applied, coating shall be approximately
the same temperature as that of the surface on which it is applied. Fans or heaters shall
be used inside enclosed areas where conditions causing condensation are present.
Structures shall be continuously ventilated to prevent condensation. The Contractor
shall be responsible for providing, installing, maintaining and removal of all safety
apparatus safeguarding open structure being ventilated.
Contractor shall confirm ambient temperature and humidity of the manhole interior and
the surface temperature and moisture content of the surface, and the temperature of
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coating materials that is to be applied are within the manufacture’s recommended
ranges.
C. SURFACE CONDITIONS
The Contractor shall remove excess water from the surface using compressed air
equipment with oil-trapping filters or other means to produce surface-dry conditions.
Suitable heaters shall also be used as needed to produce the surface-dry condition. The
surface shall be vacuumed to ensure that loose particle are not present.
D. PROTECTION OF COATED SURFACES
Items which have been coated shall not be handled, worked on, or otherwise disturbed,
until the coating is completely dry and hard. Do not allow flowing water, chemicals or
other liquids on the approved, applied coating for a minimum of 4 hours after
installation or longer as recommended by the coating manufacturer.
E. THICKNESS AND CONTINUITY
Coating system thickness is the total thickness of protective coats.
The surface area covered for various types of surfaces and thickness per coat shall not
exceed those recommended by the manufacturer. Coatings shall be applied as a
minimum to the mil thickness specified, in layers if necessary, as recommended by the
coating manufacturer and in accordance with these Technical Specifications.
In testing for continuity of coating about welds, projections (such as bolts and nuts,)
and crevices, the City will determine the minimum conductivity for smooth areas of
like coating where the mil thickness has been accepted. This conductivity shall then be
taken as the minimum required for these rough or irregular areas. Pinholes and holidays
shall be repaired and recoated to the required coverage.
F. SAFETY AND VENTILATION REQUIREMENTS
Requirements for safety and ventilation shall be in accordance with manufacturer’s
recommendations.
3.13
ADHESION / BOND TESTING
A. GENERAL
1. The Contractor shall perform an adhesion test in accordance with ASTM D7234
after proper cure in accordance with manufacturer’s recommended procedures to
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demonstrate that the specified field coatings adhere to the substrate. Costs
associated with adhesion testing are considered to be incidental to the unit price
cost of coating.
2. Where unacceptable test results are obtained, the Contractor shall be responsible
for removing and reapplying the specified coatings at no additional expense to the
City.
B. FREQUENCY OF TESTING
After the approved coating has been applied to all specified surfaces and has adequately
cured (as determined by the manufacturer, but no more than 4 days), the Contractor
shall test the finished coating system for adequate adhesion between the underlying
substrate and the coating system and between the various layers of the coating system.
Said test shall be performed in-place and in accordance with ASTM Standard D-7234
and the requirements as dictated in the remainder of this Technical Specification
section.
1. Adhesion testing shall be performed at two different stages of the work:
a.
Underlayment Adhesion Testing: Underlying substrate shall be tested before
the surface coating layer(s) are applied;
b. Finish Coating System Adhesion Testing: After the surface coating layer(s)
have been applied, the adhesion of all applied layers in the coating system to
one another and to the underlying substrate shall be tested. The Contractor shall
perform adhesion tests on 30% of the manholes coated, or at least one manhole
if 30% of the manholes coated is equal to less than one.
2. Adhesion tests shall be required at a minimum of one (1) underlayment adhesion
test and three (3) tests per manhole of the finished coating system. Adhesion test
shall be conducted on the bench, wall, and cone
3. Specific manholes and test location within each manhole shall be selected by the
City. The City shall be present to observe all adhesion testing.
4. The need to repeat an adhesion test due to an error in the performance of the
adhesion testing (e.g., a dolly coming off prematurely) or due to a failure in the
coating system before the required full test pressure is applied (i.e., a "not pass" test
result) shall not count as an additional test for the purposes of determining
compliance with the minimum number of tests required per Item No. 1, but shall
rather be denominated a "repeat test".
5. Adhesion testing of the underlayment layer shall conform to the following:
a.
After the underlayment layer has cured for a minimum of 4 hours but before the
surface coating has been applied over the underlayment layer, the Contractor
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CONCRETE AND MASONRY COATING
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
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Project No.: 3221025B
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October 27, 2025
shall test the underlayment layer for proper adhesion to the underlying
substrate.
b. The Contractor shall perform the adhesion testing in-place and in accordance
with ASTM Standard D-7234 and the requirements as dictated in the remainder
of this section.
6. The adhesion/bond testing is in addition to the spark testing discussed in paragraph
3.14.
C. ADHESION TEST EQUIPMENT
The remaining paragraphs of this Technical Specification section apply to both the
adhesion testing of the underlayment layer and the adhesion testing of the finished
coating system:
The Contractor shall perform the adhesion testing discussed in this Technical
Specification section using a DeFelsko Positest Pull-off Adhesion Tester Model AT-A
or AT-M with 50mm dolly accessory kit or City Approved Equal, to be provided by
the Contractor. The Contractor shall be responsible to purchase and provide enough 50
mm diameter dollies (as sold by DeFelsko, one dolly for each adhesion test, not re-
usable) and adhesive for the dollies to perform all of the required tests. The Contractor
shall also provide the equipment and tools to core drill around the test location, as
discussed later in this Technical Specification section. The Contractor shall provide
proof that the adhesion tester has been calibrated within the last six (6) months.
Calibration test shall be submitted in accordance with Technical Specification Section
13000 – Submittal.
D. ADHESION TEST PROCEDURES
Adhesion testing shall be conducted after the coating system has cured per
manufacturer instruction and in accordance with ASTM D-7234 (for concrete).
Adhesion shall be completed per ASTM or as described as follows:
1. The Contractor shall first glue the test dolly to the surface of the manhole at the test
location selected by the City. The Contractor may lightly sand the coating surface
with sandpaper at the test location to improve dolly adhesion. After the adhesive
has set, the Contractor shall test the dolly for adhesion to the surface of the manhole
by pulling on it by hand. If the dolly comes off, the Contractor shall re-adhere the
dolly, using different glue if necessary. The coated surface shall be scored prior to
conducting the adhesion test.
2. The adhesion testing machine shall then be attached to the dolly and each test
location shall be tested to a minimum pulling strength of 200 psi (defined herein as
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 19
October 27, 2025
the pulling force divided by the test sample cross-sectional area perpendicular to
the applied force).
3. If delamination or any other failure occurs between or within any of the coating
system layers and/or the underlying concrete substrate prior to the application of
the full, sustained (for 30 seconds minimum) test pulling pressure of 200 psi, the
test shall be classified as “not pass”. However, if the dolly comes off the surface of
the coating and no other delamination or failure occurs between or within any of
the coating system layers and/or the underlying concrete substrate, the test will not
be classified as a "failure" or "not pass", but the test shall be repeated at no
additional cost to the City.
The test can be discontinued if the testing pressure reaches a sustained (for 30
seconds minimum) at 200 psi and no delamination or other failure has occurred
within or between any of the coating system layers and/or the underlying concrete
substrate, which test would be judged a “pass”. If delamination or other failure
occurs but only when the sustained, applied pulling pressure is in excess of 200 psi,
the test shall also be judged to be a “pass”. To avoid damaging the test equipment,
do not continue the test beyond 500 psi.
4. For tests that are classified as “not pass”, the City will require additional testing. In
the event of a “not pass”, three (3) additional tests shall be performed. Location of
tests shall be at the discretion of the City. If any one (1) of the three (3) additional
tests is found to be “not pass”, the coating shall be determined as defective and
remedial action required.
Remedial action will include removal of the entire coating system (or whatever
components of it that have been installed in the manhole to that point) from the
entire manhole, re-cleaning of the manhole, re-application of the coating system to
all required surfaces and re-testing. Said retesting and remedial action shall be at
no additional cost to the City.
5. After the adhesion tests have been performed, the Contractor shall mechanically
grind down the test locations to the underlying substrate and re-apply the
underlayment and/or coating system (whatever has been installed up to that point
in the manhole) in accordance with these provisions to patch the area. Said repair
work shall be at no additional cost to the City. The Contractor shall not use acetone,
MEK or other chemicals to dissolve the underlayment or coating system as a
substitute for mechanical grinding down of the test area.
3.14
HIGH VOLTAGE SPARK TEST
A. DEFINITION – HOLIDAY: Holidays are defined as pinholes and voids in non-
conductive coating that allow electrical current to pass through the protective coating
to the base material.
SECTION 09710
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 20
October 27, 2025
B. After the protective coating has set hard to the touch it shall be inspected with high-
voltage holiday detection wire brush wand style equipment. Surface shall first be dried,
an induced holiday shall then be made on to the coated concrete surface and shall serve
to determine the minimum/maximum voltage to be used to test the coating for holidays
at that particular area. The spark tester shall be initially set at 100 volts per 1 mil (25
microns) of film thickness applied but may be adjusted as necessary to detect the
induced holiday (refer to NACE RPO188-99 or ASTM D5162).
In testing for continuity of coating about welds, projections (such as bolts and nuts),
and crevices, the City will determine the minimum conductivity for smooth areas of
like coating where the mil thickness has been accepted. This conductivity shall then
be taken as the minimum required for these rough or irregular areas. Pinholes and
holidays shall be repaired and recoated to the required coverage.
Whereas adhesion testing is required at two stages of the project work in each manhole,
spark testing is required only on the fully installed coating system.
1. After the approved coating has been applied to all specified surfaces, the Contractor
shall spark test the coated surfaces in accordance with ASTM D-4787. The
Contractor shall provide all equipment and materials necessary to perform said
testing, which equipment and materials shall remain the property of the Contractor.
2. Testing shall be performed with a wire brush-type test wand (the squeegee-type is
not acceptable) with a minimum test voltage of 100 volts per mil (where 1 mil =
1/1000-inch) of finished surface coat thickness. For example, a minimum of 12,500
volts shall be used for a surface coat thickness of 1/8-inch (125 mils). The
Contractor shall use a grounding rod, or other means to establish ground for the
spark testing equipment.
3. As a test of the proper functioning of the spark testing equipment, the City may
require the Contractor to drill a hole through the coating system into the underlying
concrete substrate and to demonstrate to the City that the spark testing equipment
can "find" the hole. The Contractor shall then patch and repair the hole at no
additional cost to the City. At the City’s discretion, one such quality control test
may be required for each manhole. Unless otherwise determined by the City, any
adjustments to the spark testing methodology (e.g., adjusting the grounding
method, increasing the test voltage, etc.) required to "find" the known holiday
(hole) shall remain in effect for the remainder of the spark testing of that manhole.
4. The entire surface of the manhole shall then be spark tested. Any imperfections
found in the coating system shall be ground down and refilled. Use of a chemical
solvent such as acetone or MEK in lieu of mechanical grinding down the area shall
not be permitted. Repaired areas shall be re-tested. Said testing, repairs and re-
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 21
October 27, 2025
testing shall continue until all portions of the manhole pass the spark test as
specified herein.
5. The Contractor shall perform repairs and re-testing at no additional cost to the City.
All detected holidays shall be marked and repaired by abrading the coating surface.
After abrading and cleaning, additional protective coating material shall be hand
applied to the repair area. All touch-up/repair procedures shall follow the protective
coating manufacturer's recommendations.
6. The City shall be notified and present to observe testing and retesting. In addition,
the Contractor shall provide certification for each manhole stating that the coating
is free of holes or other imperfections.
3.15
UNDERLAYMENT DEFECT REPAIR
A. All surface defects in the underlayment including cracks, tie holds, minor honeycombing
or otherwise defective concrete, shall be repaired. All voids, holes, rough or irregular
concrete shall be cleaned with grit blasting and high pressure water cleaning to sound
material and filled.
B. The Contractor shall use the repair and fill material recommended by the coating
manufacturer to repair or fill all defects. Areas to be patched shall be cleaned. Minor honey-
combed or otherwise defective areas shall be cut out to solid concrete to a depth of at least
1-inch. The edges of the cut shall be perpendicular to the surface of the concrete. Patches
on exposed surfaces shall be finished to match the adjoining surfaces after they have set.
Finishes shall be equal in workmanship, texture and general appearance to that of the
adjacent concrete. Concrete with honeycombing which exposes the reinforcing steel or
with defects, which affect the structural strength, shall be corrected.
3.16
REPAIRS OF COATING SYSTEMS
All pinholes, uncured coating, blisters, surface imperfections and damage to the coating
resulting from the adhesion test shall be prepared to a point 1-inch minimum beyond the
limits of the damaged area. Pinhole defects shall be primed and recoated with the same
coating system to a minimum additional thickness of 30 mils unless otherwise specified by
the coating manufacturer and/or City.
Blisters, uncured coating and surface imperfections shall be completely removed and the
areas recoated with appropriate coating material to 1-inch minimum beyond the repair area
at a minimum dry film thickness of 125 mils or design coating thickness whichever is
greater. The damage resulting from the adhesion test shall be repaired by recoating with
appropriate lining material to 1-inch beyond the repair area at 150 mils or design coating
thickness whichever is greater. Additional spark testing shall be completed after repairs are
completed.
3.17
INSPECTIONS
A. The Contractor shall notify City of impending completion of surface repairs, re-profiling,
and prior to application of epoxy coating, or PVC lining repair.
SECTION 09710
CONCRETE AND MASONRY COATING
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 22
October 27, 2025
B. The notifications shall be given a minimum 24-hours in advance of completion of the
surface repairs and re-profiling, and 24-hours in advance of application of the epoxy
coating and any testing; including spark testing, adhesion testing, and dry film thickness
testing.
C. Failure to provide notification at these designated times/work stages may prevent the
acceptance of the work by the City.
3.18
CLEANUP
Upon completion of coating, the Contractor shall remove surplus materials, protective
coverings, and accumulated rubbish, and thoroughly clean all surfaces and repair any
overspray or other coating-related damage.
Any spilled or over sprayed material must be cleaned-up prior to curing. After curing has
occurred, clean-up may be accomplished by chipping or blasting. All discarded materials
shall be disposed of properly. Clean-up and disposal of discarded material shall be at no
additional cost to the City. Surfaces damaged by clean-up procedures shall be cleaned,
repaired and refurbished to required condition.
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 23
October 27, 2025
3.19 A. COATING SYSTEM SPECIFICATION SHEETS (COATSPEC)
Surfaces shall be coated in accordance with the COATSPEC to the system thickness
specified.
Coating System
Identification:
Sauereisen Sewergard Lining No. 210
Surface:
Concrete/Masonry
Minimum Surface
Preparation:
Abrasive Blasting and Hydro Blasting
Concrete:
Except as otherwise specified, loose concrete, form oils,
surface hardeners, curing compounds, and laitance shall be
removed from surfaces by abrasive and hydro blasting.
Voids and cracks shall be repaired as specified in Technical
Specification Section 09710 paragraphs 3.04 and as
indicated by the underlayment defect repair paragraph. After
grit abrasion blasting, the concrete should be high pressure
washed to remove oil, grease, and other contaminants. All
active hydrostatic leaks must be stopped by use of a water
stop, waterproofing, or urethane grout.
Epoxy Coating
Compatibility:
Except as otherwise specified, any existing coating that is
incompatible with proposed epoxy coating as recommended
by the proposed coating manufacturer’s recommendation for
proper bonding purposes, shall be removed from surfaces by
abrasive and hydro blasting and chipping if required.
Underlayment:
Sauereisen Restokrete Substrate Resurfacer No. F-120 shall
be used to fill holes and undulations in concrete surface
found or created during the cleaning process. Sufficient
material shall be used to build the concrete surface back to
original dimensions prior to protective coating or lining
installation. Holes and any defects up to 2-inches deep shall
be filled with as manufactured by Sauereisen Cements,
Pittsburgh, PA or approved equal to restore structural
integrity. If the defects are larger than 2-inches deep a high
early cement fill shall be used. Loose or splattered
underlayment shall be removed by scraping and chipping.
The Sauereisen No. F-120 and high early cement fill shall be
applied as recommended by the manufacturer.
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 24
October 27, 2025
Application:
Underlayment shall dry a minimum of 5 hours at 70 degree
F in an atmospheric environment with humidity below
manufacturer’s recommended levels prior to application of
the protective coating Sewergard No. 210 or as
recommended by the manufacturer. Underlayment must be
cured by means of fog spray, wet burlap, or appropriate
Sauereisen curing compound. The Contractor shall follow
coating manufacturer’s requirements for bonding the coating
systems to the installed sewer liner.
Coating shall be applied as recommended by the
manufacturer, provided the coating as applied complies with
prevailing air pollution control regulations. Only one coat
should be applied to obtain the system thickness. The
Contractor shall follow costing manufacturer’s requirements
for bonding the coating system to the installed liner.
Drying time between coats shall be as recommended by
coating manufacturer.
Design Coating
Thickness:
125 mils dry thickness.
Coatings:
Coats at manufacturer's recommended dry thickness per coat
to the specified total system thickness.
Color
Ivory white – or approved color
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 25
October 27, 2025
3.19 B. COATING SYSTEM SPECIFICATION SHEETS (COATSPEC)
Surfaces shall be coated in accordance with the COATSPEC to the system thickness
specified.
Coating System
Identification:
Raven 405 Epoxy Lining
Surface:
Concrete/Masonry
Minimum Surface
Preparation:
Abrasive Blasting and Hydro Blasting
Concrete:
Except as otherwise specified, loose concrete, form oils,
surface hardeners, curing compounds, and laitance shall be
removed from surfaces by abrasive and hydro blasting.
Voids and cracks shall be repaired as specified in Technical
Specification Section 09710 paragraph 3.04 and as indicated
by the underlayment defect repair paragraph. After grit
abrasion blasting, the concrete should be high pressure
washed to remove oil, grease, and other contaminants. All
active hydrostatic leaks must be stopped by use of a water
stop, waterproofing, or urethane grout.
Epoxy Coating
Compatibility:
Except as otherwise specified, any existing coating that is
incompatible with proposed epoxy coating as recommended
by the proposed coating manufacturer’s recommendation for
proper bonding purposes, shall be removed from surfaces by
abrasive and hydro blasting and chipping if required.
Underlayment:
Underlayment
with
calcium
aluminate
cement
as
recommended by Raven 405 manufacturer shall be used to
fill holes and undulations in concrete surface found or
created during the cleaning process. Sufficient material shall
be used to build the concrete surface back to original
dimensions prior to protective coating or lining installation.
Holes and any other defects up to 2-inches deep shall be
filled with calcium aluminate cement (as manufactured by
Raven Lining Systems, Tulsa, Oklahoma) or approved equal
to restore structural integrity. If the defects are larger than 2-
inches deep a high early cement fill shall be used. Loose or
splattered underlayment shall be removed by scraping and
chipping. The calcium aluminate cement and high early
cement fill shall be applied as recommended by the
manufacturer.
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 26
October 27, 2025
Application:
Underlayment shall dry a minimum of 5 hours at 70 degree
Fahrenheit in an atmospheric environment with humidity
below manufacturer’s recommended levels prior to
application of the protective coating Raven 405 or as
recommended by the manufacturer.
Coating shall be applied as recommended by the
manufacturer, provided the coating as applied complies with
prevailing air pollution control regulations. Only one coat
should be applied to obtain the system thickness. The
Contractor shall follow coating manufacturer’s requirements
for bonding the coating system to the installed liner.
Design Coating
Thickness:
125 mils dry thickness.
Coatings:
Coats at manufacturer's recommended dry thickness per coat
to the specified total system thickness.
Color
Ivory white – or approved color
SECTION 09710
CONCRETE AND MASONRY COATING
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09710 - 27
October 27, 2025
3.19 C. COATING SYSTEM SPECIFICATION SHEETS (COATSPEC)
Surfaces shall be coated in accordance with the COATSPEC to the system thickness
specified.
Coating System
Identification:
Sewer Shield 150
Surface:
Concrete/Masonry
Minimum Surface
Preparation:
Abrasive Blasting and Hydro Blasting
Concrete:
Except as otherwise specified, loose concrete, form oils,
surface hardeners, curing compounds, and laitance shall be
removed from surfaces by abrasive and hydro blasting.
Voids and cracks shall be repaired as specified in Technical
Specification Section 09710, paragraph 3.04 and as
indicated by the underlayment defect repair paragraph. After
grit abrasion blasting, the concrete should be high pressure
washed to remove oil, grease, and other contaminants. All
active hydrostatic leaks must be stopped by use of a water
stop, waterproofing, or urethane grout.
Epoxy Coating
Compatibility:
Except as otherwise specified, any existing coating that is
incompatible with proposed epoxy coating as recommended
by the proposed coating manufacturer’s recommendation for
proper bonding purposes, shall be removed from surfaces by
abrasive and hydro blasting and chipping if required.
Underlayment:
Use epoxy mortar or cemntitous materials that compatible
with Sewer Shield 150 to fill holes and undulations in
concrete surface found or created during the cleaning
process. Sufficient material shall be used to build the
concrete surface back to original dimensions prior to
protective coating or lining installation. Loose or splattered
underlayment shall be removed by scraping and chipping.
New Concrete:
Allow to cure for a minimum of 28 days. Remove any
surface hardener or curing compounds by using the
recommended mechanical methods for surface preparation.
SECTION 09710
CONCRETE AND MASONRY COATING
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
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October 27, 2025
Application:
Coating shall be applied as recommended by the
manufacturer, provided the coating as applied complies with
prevailing air pollution control regulations.
Drying time between coats shall be as recommended by
coating manufacturer.
Design Coating
Thickness:
30 mils dry thickness.
Coatings:
Coats at manufacturer's recommended dry thickness per coat
to the specified total system thickness.
Color
Ivory
** END OF SECTION **
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 1
October 27, 2025
PART 1 – GENERAL
1.01
DESCRIPTION
This Technical Specification is intended to provide guidelines and performance requirements for
the rehabilitation of structures and gravity sewers using internally bonded fiber reinforced polymer
(FRP) composite systems. The rehabilitation system described herein shall include a carbon fiber
reinforced polymer (CFRP) and/or glass fiber reinforced polymer (GFRP) as the main reinforcement
system. The FRP can also include layers of other materials to increase stiffness of the FRP
composite system in a cost-effective manner. The latter may be proprietary to the FRP Material
Supplier. Any materials used for the FRP system shall be subject to the approval of the Engineer.
A. SCOPE:
The work includes furnishing of all materials, labor, equipment and services for the supply,
installation and finish of structural strengthening using a FRP system.
The Contractor shall be licensed in the State of Arizona and shall include all engineering, labor,
materials, tools, equipment, appliances and services required to design, deliver, furnish all items
necessary for the proper execution and completion of the work as shown in the Contract
Documents, as specified herein and/or as required by job conditions. A detailed design of the
FRP system for the specific site conditions shall be included with the installation of the FRP
system by the FRP installer selected by the City or General Contractor. All items not shown or
specified, but which are necessary for the proper execution and completion of the Work, shall
be provided by the Contractor.
The extent of the FRP composite system covered shall be as defined herein and as shown on the
plans.
The Contractor shall cooperate and coordinate with all other trades in executing the work
described in the contract documents.
The Contractor shall deliver finished product(s) including all materials, labor, equipment, and
services necessary for product installation, all quality controls and material samples required
for performance tests, final inspection, and warranty work, all as specified in these Contract
Documents and at the quantities of each component to complete the work.
The prices submitted by the Contractor shall include all costs of permits, labor, equipment and
materials for the various bid items necessary for rehabilitation materials and processes in
accordance
with
these
Technical
Specifications
complete
and
in
place,
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 2
October 27, 2025
including all items of work not specifically mentioned herein which are required to make the
product perform as intended. All Contractor costs to deliver the final product shall be included
in the respective lump sum and/or unit price bid items depicted in the Bid Proposal.
1.02
SAFETY REQUIREMENTS:
The Contractor shall conform to all work safety and health requirements of pertinent regulatory
agencies and/or shown in Technical Specification Section 01060 – Health and Safety and shall
secure the site for working conditions in compliance with the same. The Contractor shall perform
existing
material
testing
as
required
by
regulatory
regulation
requirements
and
provide/install/maintain and be responsible such signs and/or other devices as are necessary for
safety at the work site.
1.03
NOTIFICATION:
It shall be the Contractor's responsibility to notify all utility companies involved whenever a utility
is to be cut, tapped, moved, or in any way disturbed from its original placement. Sufficient notice
shall be given to the utility company so that its users can be informed of any disruption of service.
Such notice shall be given no less than 48 hours in advance.
It is the Contractor's responsibility to inform the City of construction activities which may lead to
interruption in pedestrian or vehicular traffic or sewer service. The Contractor shall provide 72-hour
notice prior to construction to verify all applicable residents have been alerted.
1.04
QUALITY CONTROL
A. REFERENCES:
Reference
Title
ACI—American Concrete Institute
117-90
Specifications for Tolerances for Concrete Construction and
Materials, and Commentary.
224.1R-07
Causes, Evaluation, and Repair of Cracks in Concrete Structures.
224R-01
Control of Cracking in Concrete Structures.
440R-07
State-of-the-Art
Report
on
Fiber
Reinforced
Plastic
Reinforcement for Concrete Structures.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
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City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 3
October 27, 2025
503R-93
Use of Epoxy Compounds with Concrete.
503.4-R92
Standard Specifications for Repairing Concrete with Epoxy
Mortars.
503.6R-97
Guide for the Application of Epoxy and Latex Adhesives for
Bonding Freshly Mixed and Hardened Concretes.
546R-04
Concrete Repair Guide.
ASTM- American Society for Testing and Materials
D3039
Test Method for Tensile Properties of Polymer Matrix Composite
Materials
D3418
Test Method for Transition Temperatures of Polymers by
Differential Scanning Calorimetry.
D5687
Guide for Preparation of Flat Composite Panels with Processing
Guidelines for Specimen Preparation.
D7565
Standard Test Method for Determining Tensile Properties of Fiber
Reinforced Polymer Matrix Composites Used for Strengthening of
Civil Structures.
D7290
Standard Practice for Evaluating Material Property Characteristic
Values for Polymeric Composites for Civil Engineering Structural
Applications.
D638
Standard Test Method for Tensile Properties of Plastics.
D695
Standard Test Method for Compressive Properties of Rigid
Plastics.
D790
Standard Test Methods for Flexural Properties of Unreinforced
and Reinforced Plastics and Electrical Insulating Materials.
D543
Standard Practices for Evaluating the Resistance of Plastics to
Chemical Reagents.
NACE International
SSPC-SP12 / NACE 5
Surface Preparation and Cleaning of Steel and Other Hard
Materials by High- and Ultra High- Pressure Water Jetting Prior to
Recoating.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 4
October 27, 2025
SSPC-SP13 / NACE 6
Surface Preparation of Concrete.
ICRI- International Concrete Repair Institute
No. 03732
Selecting and Specifying Concrete Surface Preparation for
Sealers, Coatings, and Polymer Overlays.
No. 03733
Guide for Selecting and Specifying Materials for Repairs of
Concrete Surfaces.
1.05
CERTIFIED INSTALLER
The Contractor must be trained and certified by the FRP Material Supplier and approved by the
City and City’s Representative for installation of the FRP system. A training outline for the
certification program shall be submitted to the City or City’s Representative for review. The
Contractor shall provide evidence that the on-site Superintendent responsible for supervision of
the FRP installation crew has received the FRP Material Supplier's training.
The Contractor shall appoint a Quality Assurance Manager who will be on-site full-time during
FRP installation to take full responsibility for the quality of the work. The Quality Assurance
Manager shall be fully certified.
1.06
SUBMITTALS:
A performance work statement (PWS) shall be submitted by the Contractor for the approval of City
and City’s Representative. The PWS shall include submittals consisting of drawings, sketches, FRP
Material Supplier's literature, catalog descriptions, or other descriptions in sufficient detail to allow
a decision for submittal acceptance.
One (1) electronic copy of submittal(s) shall be provided to the City and City’s Representative at
least two (2) weeks before a determination is required.
Contractor shall submit the following information to the City or City’s Representative in accordance
with Technical Specification Section 01300 - SUBMITTALS.
A. Certifications of applicator with written consent from the FRP Material Supplier that the
Contractor has been trained in proper application of FRP Material Supplier’s systems.
B. Physical and mechanical properties shall be provided of each proposed FRP system and
other components, including test results conducted per the ASTM standards as applicable
to the project. Physical properties shall, at the minimum include: Laminate density,
Laminate
Shore
D
hardness
(ASTM
D2240),
corrosion
resistance
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 5
October 27, 2025
(ASTM D543), fully cured resin water absorption (ASTM D570), glass transition
temperature (ASTM E1640), fabric ply thickness, resin cure times, Volatile organic
compound (VOC) of laminate materials (ASTM D2369), and FRP fabric roll dimensions
range. Mechanical properties shall, at the minimum include: Minimum Ultimate and
characteristic design tensile strength, elongation percent, and tensile modulus of the
laminate in fiber direction (per ASTM D3039and D7290, respectively), and minimum
design laminate thickness per layer.
C. FRP Material Supplier’s Safety Data Sheets (SDS) for all materials to be used.
D. Product data sheets (PDS) for the components of the FRP system.
E. Safety plan in compliance with local, state, and federal requirements.
F.
Detailed installation plan describing all work items.
G. FRP Material Supplier’s qualifications and pertinent test data.
H. FRP system designer’s qualifications and the criteria used for the design.
I.
Installer’s qualifications including their experience in similar projects.
J.
Product installation procedure.
K. QA/QC plan including field sampling and testing.
L. Design Drawings and Technical Specifications.
M. Documentation of Contractor’s Experience: Contractor shall provide references for all jobs
within the last two (2) years that were either completed or under construction using the
proposed rehabilitation method.
N. Installer’s Qualifications: The installer of the FRP system shall show experience in the
installation of the proposed rehabilitation method for all jobs within the last five (5) years.
References shall be provided for a minimum of five (5) jobs. Information provided shall
include a description of the job, the location of the job, the value of the job, the City name,
and the City contact person for the job including name, title, address, and phone number.
The total jobs submitted shall show that at least 500 linear feet of the product installed by
the installation Contractor.
O. Submit FRP Material Supplier’s published product and installation literature and published
quality control testing criteria data for the proposed FRP system.
P.
Submit independent test report showing that the physical properties of the proposed materials
meet the requirements of these Technical Specifications and will meet or
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 6
October 27, 2025
exceed the physical properties given in the FRP Material Supplier’s published literature
submitted as required by Part 2 – PRODUCTS.
Q. Submit a report of the proposed installation process and procedures as directed by the FRP
system to be used. The report shall include information specific to the installation instructions
and any unique site condition(s) that must be taken into consideration including grout curing
operations and procedures, annular space grout type requirements and lift limitations, access
coordination, installation timing and identification and any coordination requirements/requests
from the City or City’s Representative.
R. Shop Drawings: Contractor shall provide shop drawings of proposed materials for approval
prior to ordering. Shop drawings shall depict:
1.
All measurements made by the Contractor to verify critical dimensions.
2.
Material(s) proposed for construction.
3.
Critical dimensions, jointing and connections, fasteners, and anchors with sizes, spacing,
and location, connections, attachments, and openings.
4.
Color(s).
S.
Documentation of the control checks for materials used in the fabrications and each part of
the fabrication including resin.
T. Warranty: Contractor shall submit warranty documents signed by an officer of the company
and notarized stating the terms and conditions of the warranty identified in Paragraph 1.10 –
WARRANTY.
U. Any item the Contractor proposes to utilize as an "or equal" to that proposed in the Contract
Documents.
1.07
SUBSTITUTIONS
Any item the Contractor proposes to substitute for a specified item as an "or equal" must be made
in writing, received, and approved by the City or City’s Representative prior to the start of
construction activities. Substitutions or deviations not approved by the City or City’s Representative
shall risk rejection and replacement at no additional cost to the City.
1.
For any proposed design change or deviation from these Technical Specifications.
2.
For anything in these Technical Specifications found to conflict with applicable codes and
ordinances.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 7
October 27, 2025
3.
For anything not understood by the Contractor.
1.08
QUALITY ASSURANCE/QUALITY CONTROL
A. EXAMINATION: Each component part shall be examined by the Contractor for dimensional
requirements, soundness, and workmanship in accordance with ASTM C478.
B. COMPOSITION CONTROL: FRP installer shall control and document the fiber to resin ratio
content for each part of the installation. Documentation of the control checks shall be
maintained by the Contractor and FRP installer. Proper content may be shown by fiber to resin
ratio usage rate checks, in accordance with the FRP Material Supplier’s recommended material
composition.
C. TESTING RECORDS: Records of all testing shall be kept, and copies of test results shall be
submitted in accordance with Paragraph 1.06 - SUBMITTALS.
1.09
INSPECTION POINTS
Contractor shall keep the City or City’s Representative informed of milestone progress for
the following items:
1.
Completion of removal of unsound material and pressure wash cleaning.
2.
Completion of leveling/seal material placement and surface preparation prior to FRP
placement.
3.
Completion of FRP placement.
4.
Complete of FRP protective coating.
1.10
WARRANTY
The Contractor shall replace promptly and at no expense to the City, any materials which fails during
the warranty period. Warranty work shall include all ancillary items including, but not limited to
permits, traffic control, exposure, and flow control and all other work required to compete the
repair/replacement work. Warranty and durations are described below:
A. Project Warranty: The Contractor shall warrant all materials and workmanship performed under
this contract for a period of one (1) year from the date of formal acceptance or as stated in the
project Contract Documents whichever is longer.
B. Materials Warranty: The FRP system installed shall be free of defects that will affect the long-
term life and operation of the system. The Contractor shall warrant in writing all materials
provided under this contract for a period of five (5) years from the date of formal acceptance.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 8
October 27, 2025
C. Design Life: Material(s) shall provide a design life of a minimum of fifty (50) years against
deterioration from H2S corrosion and typical chemicals found in municipal sanitary sewage.
PART 2 – PRODUCTS
2.01
ACCEPTABLE FRP MATERIAL SUPPLIERS & COMPOSITE STRENGTHENING SYSTEM
A. General
Materials for the FRP system must be suitably qualified, compliant with industry standards and
properties provided herein, and supplied by a reputable FRP Material Supplier approved by the City
or City’s Represeantative. Before the materials are ordered or work is performed, Contractor must
identify which materials are proposed to be utilized and from which FRP Material Supplier(s)
Contractor proposes to obtain the materials.
Quality Control Testing and Certification: FRP Material Supplier shall certify that every material
conforms to the project specification and shall submit test results for every material.
Labeling, packaging, and storage shall include any health hazard warnings, precautions for handling
and recommended first aid procedures in case of contact.
All materials used shall conform to the project specification and other specifications referenced within
and subject to the approval of the ENGINEER.
B. Design Loads
The FRP system shall be designed for the following loads as they apply for the specific site conditions:
1.
Earth load (a long-term loading)
2.
External pressure from ground water calculated at pipe invert (a long-term loading)
3.
Live load (a short-term loading, usually will not occur simultaneously with other
4.
short-term loads)
5.
Internal working pressure (a long-term loading, where applicable)
6.
Water weight (a long-term loading)
7.
Host pipe weight (a long-term loading)
8.
Wind loads (if applicable)
9.
Seismic (if applicable)
2.02
GLASS FABRIC
A. Glass fabric layers may be used with or without carbon fiber, where loading conditions allow.
B. A glass fabric layer shall be used to create a dielectric barrier if the host pipe is conducive to electricity
(steel, iron, etc.). The minimum dielectric constant (κ) shall be 4 (ASTM D150)
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 9
October 27, 2025
for the dielectric barrier. Glass fabric shall have the minimum physical and mechanical properties as
agreed upon by the Engineer and FRP Material Supplier. A sample material properties table is provided
below.
Longitudinal (0°) Direction:
Weight (Fabric Only)
20 oz/yd2
(670 g/m2)
27 oz/yd2 (904
g/m2)
26 oz/yd2 (871
g/m2)
Fiber Orientation
Uniaxial
Uniaxial
Biaxial
Tensile Strength
63.7 ksi
(439 MPa)
85.2 ksi
(587 MPa)
54.2 ksi
(374 MPa)
Tensile Modulus
2,940 ksi
(20,270 MPa)
3,980 ksi
(27,440 MPa)
3,217 ksi
(22,180 MPa)
Ultimate Elongation
2.20%
2.30%
2.10%
Breaking Force
2,365 lb./in.
(4,140 N/cm)
3,490 lb./in.
(6,110 N/cm)
2,170 lb./in.
(3,800 N/cm)
Transverse (90°) Direction:
Tensile Strength
N/A
N/A
52.0 ksi
(358 MPa)
Tensile Modulus
N/A
N/A
2,700 ksi
(18,615 MPa)
Ultimate Elongation
N/A
N/A
1.90%
Breaking Force
N/A
N/A
1,560 lb./in.
(138 N/cm)
Ply Thickness
.037 in
N/A
0.040 in.
(1.0 mm)
2.03
CARBON FABRIC
A. The carbon fabric shall be composed of high strength, high modulus carbon fibers. The fabric shall be
black in color and impregnated using two component high strength epoxy or other approved resin.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 10
October 27, 2025
B. Fiber sizing and coupling agent shall be compatible with the resin system used to impregnate the fibers.
To avoid galvanic corrosion of steel in proximity to carbon fibers, a dielectric barrier such as glass fiber
fabric may be used to isolate the steel from the FRP laminate.
C. Carbon fabric shall conform to the minimum physical and mechanical properties as agreed upon by
the ENGINEER and FRP Material Supplier. A sample material properties table is provided below.
2.04
ALTERNATIVE FABRICS
Alternative fabrics can be used for improved ring stiffness at reduced costs. Such materials can be
proprietary and are subject to the approval of the Engineer. Although revealing the chemical composition
of alternative systems is at the discretion of the FRP Material Supplier, the physical and mechanical
properties of such materials and the overall system are subject to the review of the Engineer.
Carbon Fabric and Laminate Properties
Dry Fiber Properties
Tensile Strength
400 ksi (2,760 MPa)
Tensile Modulus
25,000 ksi (172,400 MPa)
Ultimate Elongation
1.5%
Density
0.065 lb./in3 (1.8 g/cm3)
Aerial Weight
27.8 oz/yd2 (931 kg/m2)
Laminate Properties
Tensile Strength
135 ksi (930 MPa)
Tensile Modulus
9,000 ksi (62,000 MPa)
Ultimate
Elongation
0.98%
Breaking Force
2,500 lb./in (4,380 N/cm)
Ply Thickness
0.047 in (1.2 mm)
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 11
October 27, 2025
2.05
SATURATING RESIN – POLYMER
A. Fabrics shall be impregnated with a two component, high strength, and low viscosity structural
epoxy or other resin system as listed in Section 2.05 paragraph D. The resin shall have low
viscosity and long pot life, with a fast cure time designed for high volume saturation of heavy
reinforcement fabrics using an impregnator machine or hand tools as per project requirements
to saturate the fabric thoroughly and uniformly.
1.
The resin system shall be resistant to service environment conditions, including but not
limited to moisture, elevated temperature, and chemicals in the fluid flowing inside host
pipe.
2.
The resin system shall not be diluted with any organic solvents such as a thinner.
3.
The resin system shall not be used outside of the FRP Material Supplier's specified pot life.
4.
The resin system shall not be applied on cold or frozen surfaces.
5.
Only moisture tolerant resins shall be allowed to be applied on wet surfaces.
6.
Temperature and moisture range for application shall be within the FRP Material Supplier's
specified values.
B. Primer: For systems requiring a primer, the primer shall have sufficiently low viscosity to
penetrate the concrete substrate and provide an adhesive bond for the thickened resin applied.
C. Thickened Resin: A thickened resin system, which consists of the saturating resin and fumed
silica (or similar) supplied by the FRP Material Supplier as premixed or mixed at the site
according to the FRP Material Supplier's recommended procedure, shall be used to provide a
smooth surface for the application of the FRP laminate. The thickened resin system shall be
used to fill in surface voids and even out the concrete substrate. It is permissible to use a thin
coat of thickened epoxy between laminae to enhance adhesion.
D. Saturating Resins: Saturating Resins shall be 100% solids formulation with low odor
conforming to the minimum physical and mechanical properties as approved by the Engineer.
A sample epoxy resin properties table is provided below.
Epoxy Resin Properties
Color – Part “A” is pigmented syrup, Part “B” is amber liquid
Viscosity Mixed at 770 F (250 C)
1,500 – 1,600 cps
Pot Life at 770 F (250 C)
3 – 4 h (thin film set time)
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 12
October 27, 2025
2.06
OTHER MATERIALS
Contractor to provide compatible primer, filler and other materials recommended by the FRP
Material Supplier as needed for the proper installation of the complete surface bonded FRP system.
Vinyl ester resins can be used to saturate the FRP fabrics as an alternative to epoxy. The vinyl ester
(or epoxy vinyl ester) resins shall have the minimum physical and mechanical properties as
approved by the Engineer. A sample epoxy vinyl ester resin properties table is provided below. It
should be noted that use of vinyl ester resins will require additional safety measures when applied
in confined space due to styrene or other monomer emissions. Cure times of vinyl ester resins vary
in a wide range, and if the project requires faster cure times than those provided by the FRP Material
Supplier in ambient temperature, then heating of resin during application should be considered
commensurate with the FRP Material Supplier’s curing schedule.
Sample Epoxy Vinyl Ester Resin Properties Table
Viscosity (ISO 2555)
200 – 250 cps
Gel Time
30 min
Density
62.4 lb./ ft3 (1.00 kg/L)
Cure time (>55 °F)
24 h
Density at 392 ⁰F (200 ⁰C)
Part A: 70.5 lb./ft3 (1.13 kg/L)
Part B: 62.4 lb./ ft3 (1.00 kg/L)
Tensile Strength (ASTM D638)
Tensile Modulus (ASTM D638)
7,150 psi (49 MPa)
289,000 psi (1,992 MPa)
Flexural Strength (ASTM D790)
Flexural Modulus (ASTM D790)
11,140 psi (77 MPa)
252,400 psi (1,740 MPa)
Compressive Strength (ASTM D695) Compressive
Modulus (ASTM D695)
13,000 psi (90 MPa)
350,000 psi (240 MPa)
Water Absorption (% gain) in 24 hours
< 1%
Expansion Coefficient [-37.40 – 40.10 ⁰C]
Expansion Coefficient [1,200 – 2,220 ⁰C]
78 ×10-6 m/m ⁰C
151.8 ×10-6 m/m ⁰C
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 13
October 27, 2025
Tensile Strength (ASTM D638)
Tensile Modulus (ASTM D638)
12,800 psi (88 MPa)
460,000 psi (3.2 GPa)
Flexural Strength (ASTM D790)
Flexural Modulus (ASTM D790)
22,000 psi (153 MPa)
500,000 psi (3.5 GPa)
Compressive Strength (ASTM D695)
17,600 psi (121 MPa)
Water Absorption (% gain) in 24 hours
< 1%
Expansion Coefficient [-37.40 – 40.10 ⁰C]
Expansion Coefficient [1,200 – 2,220 ⁰C]
78 ×10-6 m/m ⁰C
151.8 ×10-6 m/m ⁰C
PART 3 – EXECUTION
3.01
GENERAL PROCEDURES
The design of the FRP reinforcement shall conform to the design provisions given for the particular
project and applicable standards.
3.02
INSTALLATION BY THE WET LAYUP METHOD
Contractor can propose alternative installation techniques and design improvements to meet the
project goals and design requirements outlined in the drawings and technical specifications. Such
proposed changes will be submitted as a part of the Performance Work Statement (PWS) 30 days
before the start of construction and is subject to the approval of the City and City’s Representative.
A. Surface Preparation
1.
The Contractor shall expose and inspect the interior of the pipe to be rehabilitated with the
FRP system. Inspection shall check the location and inspect cracks and existing conditions
of the concrete.
All necessary repair and restoration of a concrete section shall be approved by the
ENGINEER prior to surface preparation.
The Contractor shall examine the existing conditions to identify potential obstructions and
constraints; shall verify dimensions, geometry, and access locations; and shall map all
visible voids and cracks in the host pipe.
An adhesive bond with adequate strength shall always be provided between the first layer
of the FRP system and substrate. Surface preparation shall also promote continuous intimate
contact between the FRP system and substrate by providing a clean, and smooth surface.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 14
October 27, 2025
2.
Surface Grinding/Blasting: All irregularities, unevenness, and sharp protrusions in the
surface profile shall be ground away to a smooth surface with CSP 3/CSP 2 surface profile
for concrete substrate. Disk grinders or other similar devices shall be used to remove stain,
paint, or any other surface substance that may affect the bond. Voids or depressions with
diameters larger than 1 ½ in. or depths greater than 1/8 in., when measured from a 12-in.
straight edge placed on the surface, shall be filled according to Section 3.02 paragraphs A.4.
3.
Crack Injection: In case of host pipe having deep cracks and fractures to an extent that it
imposes a risk of failure of the substrate during FRP application, these cracks and fractures
will be filled, and the host pipe shall be pre-strengthened by crack injection. Where crack
injection is necessary, internal, or external cracks at a width specified by the Engineer shall
be filled using pressure injection of epoxy. The FRP system shall be installed no earlier than
12 hours after crack injection. Any surface roughness caused by injection shall be removed
as per Section 3.02 paragraph A.2. The limit of crack injection shall be as indicated on the
plans.
4.
Surface Profiling: After surface grinding, any remaining unevenness in the surface greater
than that specified in Section 3.02 paragraph A.2, fins, protrusions, bug holes, eroded
surfaces shall be filled and smoothened over by using putty made of epoxy resin mortar or
polymer cement mortar.
5.
Surface Cleaning: Substrate concrete and finished surface of concrete shall be cleaned prior
to application of the FRP system. Cleaning shall remove any dust, laitance, grease, oil,
curing compounds, wax, stains, coatings (as necessary), surface lubricants, foreign
particles, weathered layers, or any other bond-inhibiting material. If power wash is used,
the surface shall be allowed to dry thoroughly before installing the FRP system. The cleaned
surface shall be protected against redeposit of any bond-inhibiting materials.
6.
Surface Preparation for Metal Pipes: Surface of steel and any other metallic pipes or pipe
joint rings shall be prepared to achieve adequate bond strength between the FRP system and
the metal substrate. The surface preparation procedure for the steel substrate shall be a
minimum of SSPC SP-10/ NACE No. 2 near white metal surface. Sand blasting or another
suitable method shall be used to ensure the required surface profile is achieved. The
prepared steel surface shall be free of materials including epoxy mortar, concrete, dust, dirt,
and oil at the time of the FRP system installation. The cleaned metal substrate shall be
primed with epoxy prior to the installation of the initial layer of glass fiber lamina for the
system's dielectric barrier.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 15
October 27, 2025
B. Installation
This section specifies general installation procedures for the wet lay-up of the FRP system
composed of FRP laminae. Contractor shall submit a site-specific installation procedure in the
PWS, which shall, at the minimum include the following measures.
1.
Environmental Conditions: Environmental conditions for installation shall be examined
before and during installation of the FRP system to ensure conformity to the contract
documents and FRP Material Supplier’s recommendations. Primers, putty, saturating
resins, or adhesives shall not be applied on cold, frozen, damp, or wet surfaces, unless the
resin is moisture tolerant. Ambient and concrete surface temperatures shall be within 45-95
°F (7-35 °C). Moisture level on all contact surfaces shall be less than 10 percent at the time
of installation of the FRP system, as evaluated according to ACI 503R-93. Moisture
restrictions may be waived for resins that have been formulated for wet applications. Work
areas identified as a confined space will require an entry permit in accordance with OSHA
regulations. The Contractor is responsible for the training of all personnel, air testing, safety
equipment and complying with the requirements of OSHA. A detailed safety plan shall be
submitted by the Contractor as part of the Technical Specification Section 01300 –
SUBMITTALS.
2.
Moisture Vapor Transmission: Application of bonded FRP systems shall not proceed if any
moisture vapor transmission is present. Concrete dryness is necessary when using elevated
temperature cure. Any bubble that develops from moisture vapor transmission can
effectively be injected with the same adhesive material used for the FRP system following
the procedure specified in Section 3.02 paragraph A.3.
3.
Applications in Inclement Weather: When inclement weather does not allow installation of
the FRP system, as specified in Section 3.02 paragraph B.1, auxiliary measures may be
employed to correct the conditions. An auxiliary heat source may be used in cold weather
to raise the ambient and concrete surface temperatures to acceptable levels, as
recommended by the FRP Material Supplier, but not higher than the glass transition
temperature (Tg) of the primer or saturating resin. Pressurized air may be used to dry the
surface dampness.
4.
Equipment: The Contractor shall provide all necessary equipment in sufficient quantities
and clean operating conditions for continuous uninterrupted FRP system installation.
5.
Mixing of Resin Components: All resin components, including the main agent and
hardener, shall be mixed at the proper temperature using the appropriate weight ratio and
for a duration specified by the FRP Material Supplier until thorough mixing with uniform
color
and
consistency
is
achieved.
Resins
shall
not
be
diluted
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 16
October 27, 2025
with any organic solvents such as a thinner. Electrically powered mixing blades shall be
used for mixing. Resin shall be mixed in quantities sufficiently small to ensure that it can
be used within its pot life. Any mixed resin that exceeds its pot life or begins to generate
heat or shows signs of increased viscosity shall not be used and shall be disposed of
according to the SDS. Mixing of some resins may be accompanied by noxious fumes.
Precautions must be taken regarding the resin’s impact on the environment, including
emission of volatile organic compounds. If flammable resins are used, explosion proof
electrical motors or air driven motors should be used for mixing.
6.
Primer and Putty: When necessary, apply one or two coats of primer on the substrate surface
to penetrate its open pores. The putty shall be applied as soon as the primer becomes tack
free or is not sticky to the fingers. The putty shall be applied within 7 days after primer
application; otherwise, the primer- coated surface shall be roughened with sandpaper or a
similar tool. The resulting surface shall be cleaned according to Section 3.02 paragraph A.5
before applying the putty. Apply 40-mil (1 mm) thick coat of putty in one layer, and smooth
over the surface to fill in any small voids, cracks, or uneven areas. Any swelling on the
surface after applying the putty shall be corrected to meet surface profile as specified in
Section 3.02 paragraph A.4. The surfaces of primer and putty shall be protected from dust,
moisture, and any other contaminants before applying the FRP system.
7.
Saturant: Saturant is the term for the engineered resin used to impregnate FRP fabrics and
turn them into laminae upon cure. The saturant used in a FRP system shall have sufficiently
low viscosity to ensure full impregnation of the fiber sheets prior to curing. To maintain
proper viscosity of the saturant, the ambient and substrate surface temperatures must be
within the range specified in Section 3.02 paragraph B.1. Any mixed saturant that exceeds
its pot life shall be disposed of according to Section 3.05.
8.
Applying Fiber Sheet and Saturant: The fabric will be uniformly saturated with the saturant
using the saturating machine or hand saturated, where site conditions are not favorable for
using the machine. The fabric will be cut to the length specified in the contract documents
and shall be installed in place and gently pressed onto the wet putty. Any entrapped air
between the fiber sheet and the concrete surface shall be released or rolled across the sheet
in the direction parallel to the fibers while allowing the resin to impregnate the fibers and
achieve intimate contact with the substrate. Rolling perpendicular to the fiber direction is
not allowed. In bi-directional fabrics, rolling shall be initially in the fill (transverse)
direction end to end and then in the warp (longitudinal) direction. Subsequent layers of
fabric (if called for in the design) shall be properly saturated with saturant and applied on
top of the first sheet of fabric with no interruption.
9.
Multiple-Fiber Plies: Subsequent layers of fabric (if called for in the design), shall be
properly saturated with saturant and applied on top of the first sheet of fabric
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 17
October 27, 2025
with no interruption. The amount of resin overcoat for intermediate plies shall factor in
overcoat for the applied ply and undercoat for the next ply. Follow the PWS and approved
shop and contract drawings for the fiber orientation and ply stacking sequence. Each ply
and core fabric shall be applied before the onset of complete gelation of the previous layer.
The number of plies that can be applied in a single day shall be based on the FRP Material
Supplier’s recommendation and the approval of the Engineer. When previous layers are
cured, interlayer surface preparation, such as light sanding and filling with putty, may be
required, as specified in Section 3.02 paragraph B.6.
10. Overlapping: Lap joints shall be constructed over a minimum of one CFRP or GFRP
laminate. The lap joint layer shall not be the top laminate. The length of the lap splice shall
be as specified by the contract documents but must be at least 6 in. (152 mm) long.
Staggering of lap splices on multiple plies and adjacent strips shall be required unless
permitted by contract documents.
11. Alignment of FRP Materials: The fiber plies shall be aligned on the host pipe according to
the contract documents. Any deviation in the alignment more than 5 degrees (approximately
1 in./ft) is not acceptable. Once installed, the fibers shall be free of kinks, folds, and
waviness.
12. Termination Points: The termination points of the FRP system shall be designed such that
water is not allowed to seep in between the host pipe and the FRP system. The FRP system
shall be sealed properly at the termination points by applying epoxy sealant. Where flow
velocities are high or in pressurized conduits, elastomeric internal joint seals with
compressed steel bands shall be used at the termination points, at the discretion of the
Engineer, with the appropriate approved details included in the drawing set.
13. Curing: The FRP system shall be allowed to cure for the minimum amount of time specified
per the FRP Material Supplier’s recommendations. Field modification of resin chemistry
for rapid curing shall not be allowed. Elevated cure temperature may be used if rapid curing
is necessary. Cure of installed plies shall be monitored before placing subsequent plies. In
case of any curing irregularity, installation of subsequent plies shall be halted. Protect the
FRP system while curing.
14. Protective Coating and Finishing: It is permissible to use a topcoat for abrasion resistance
and improved flow conditions. The topcoat shall be either thickened epoxy, with or without
a pigment added to facilitate inspection, or another resin as agreed between the City or
City’s Representative and Contractor. The topcoat shall be compatible with exposure
conditions including moisture, abrasive chemicals in sewage, salt water, and physical
abrasion due to debris and silt in sewers. Applicability of the topcoat to the FRP system in
abrasive environments shall be verified by testing (ASTM D4060) as required by the
Engineer.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 18
October 27, 2025
15. Protective Coating Field Application: Surface preparation shall be as recommended by the
FRP Material Supplier. Solvent wipes shall not be used to clean the FRP surface unless
approved by the FRP Material Supplier. If abrasive cleaning is necessary, air pressure shall
be limited to avoid any damage to fibers. Ambient and surface temperatures shall be within
the range specified in Section 3.02 paragraph B.1, prior to applying the protective coating.
3.03
INSPECTION & QUALITY ASSURANCE
A specific quality assurance (QA) plan shall be developed from the tests identified in this section.
All inspections and tests in this section will be performed by a trained inspector acting on behalf of
the City for QA of the project in the presence of the Contractor and Engineer. The Contractor may
have its own inspector for Quality Control (QC). The project specific QA/QC plan shall be included
in the PWS submittal.
A. Inspection of Materials: The FRP Material Supplier’s certifications for all delivered and stored
FRP components will be inspected for conformity to the contract documents before starting the
project. Materials testing will be conducted on samples as detailed in the PWS. Any material
that does not meet the requirements of the contract documents or PWS will be rejected.
Additional inspection measures may be taken during the installation process if specified in the
contract documents or PWS.
B. Daily Inspection: Daily inspection will include date and time of repair; relative humidity;
general weather conditions; surface dryness per ACI 503.4-92; surface preparation and surface
profile using ICRI surface profile chips; qualitative description of surface cleanliness; type of
auxiliary heat source, if any; widths of cracks not injected with epoxy; fiber or procured
laminate batch numbers and their locations in the structure; batch numbers, mixture ratios,
mixing times, and qualitative descriptions of the appearance of all mixed resins, primers, putties,
saturants, adhesives, and coatings; observations of the progress of the cure of resins;
conformance with installation procedures; adhesion test results of bond strength, failure mode,
and location; FRP properties from tests of field sample panels or witness panels, if required;
location and size of any delamination’s or air voids; and the general progress of work.
C. Inspection for Fiber Orientation: Fiber or ply orientation, fiber kinks, and waviness will be
examined by visual inspection for conformity to the contract documents. Tolerances will follow
Sections 3.02 and 3.03. Any nonconforming FRP repair area will be removed and required as
per Section 3.04 - Repair of Defective Work.
D. Inspection for Debonding: After at least 24 hours from initial installation of the resin, a visual
inspection of the surface will be performed for any swelling, bubbles, voids, or delamination. If
an air pocket is suspected, an acoustic tap test will be carried out with a hard object to identify
delaminated areas by sound, with at least one strike per one ft2 (0.1 m2). Defects smaller than
0.5 in. (12 mm) in diameter will require no corrective action, unless as specified in Section 3.04
paragraph
A.
Defects
larger
than
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 19
October 27, 2025
0.5 in. (12 mm) but smaller than 2 in. (50 mm) in diameter will be repaired as per Section 3.04
paragraph B. Defects larger than 2 in. (50 mm) but smaller than 6 in. (150 mm) in diameter, and
with a frequency of less than 5 per 10 ft2 (1 m2) of surface area, will be repaired as per Section
3.04 paragraph C. Larger defects will be repaired as per Section 3.04 paragraph D.
E. Inspection for Cure of Resin: If specified in the contract documents, the relative cure of resin
in FRP systems will be examined by visual inspection or by third party laboratory testing of
resin-cup samples using ASTM D3418. Follow recommendations of the resin FRP Material
Supplier for acceptance criteria. If the cure of resin is found unacceptable, the entire area will
be marked and repaired as per Section 3.04.
F.
Tests: Specimens from the installed FRP system or samples representative thereof, shall be
tested for tensile, compressive, and adhesive strengths.
Adhesion test: Refer to ASTM D7234 for adhesion to concrete and ASTM D4541 for adhesion
to metal (e.g., steel). To validate the adequacy of the surface preparation and the adhesion
strength of the FRP system, the Contractor shall perform random adhesion tests on the prepared
concrete and steel substrate of pipe segments adjacent to repair pipes as directed by the Engineer
and witnessed by the City's Representative. The City's Representative should designate the areas
for trial adhesion tests prior to the surface preparation activities. These areas shall be cleaned,
prepared, and covered with two-ply FRP system test patches with minimum dimensions of 2 ft
x 2 ft (60 cm x 60 cm) for adhesion test to concrete substrate and minimum dimensions of 4 in.
x 4 in. (10 cm x 10 cm) for adhesion to steel substrate. The patch shall consist of two orthogonal
plies of FRP laminae, with a layer of GFRP first applied on any steel substrate. Three adhesion
tests shall be performed on each test patch. The remaining adhesion test patches shall be finish
coated and remain in place for future testing purposes as needed. The Contractor shall log the
location of the adhesion test and report the test results to the City or City’s Representative.
Tensile strength test (ASTMD3039): Depending on the composition of the FRP system used
for a particular application, test panels shall be field fabricated using the (2) FRP system layers
of carbon/glass fiber fabric, any core (3D) fabric, resins and saturation equipment used in the
application. Tensile test panels shall be approximately 12 in. by 12 in. The test panel shall be
prepared on a smooth flat surface overlaid with plastic (polyethylene or vinyl) sheeting.
Saturating resin shall be used to prime the surface, followed by the saturated system, and finally
topped with more saturating resin. A cover of plastic sheeting shall be placed over the panel and
the panel squeegeed to remove any bubbles and other surface irregularities to ensure a smooth
flat surface. The panel shall be labeled with time, date, and sample panel number, fabric lot
numbers, and resin batch numbers, and stored in an environment representative of the pipeline
inside condition to cure until collected for lab testing.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 20
October 27, 2025
The test lab will perform a minimum of ten tensile tests with the fibers oriented in the strong
direction for each tensile test panel in accordance with ASTM D3039, and report certified tests
results for tensile strength, tensile modulus, related specimen dimensions, and percent
elongation. For projects where multiple test panels with the same fabric batch are prepared, it
is permissible to perform 5 tension tests per panel instead of 10 tests per panel, subject to review
and approval by the Engineer.
The FRP system will be unacceptable if the average tensile strength is below that specified in
the contract documents. Compressive strength test (ASTM D695). The resin used for the FRP
system shall have the minimum compressive strength as required by the ENGINEER. This shall
be verified by taking resin samples from the job site. A minimum of five samples shall be
prepared for compressive strength testing per ASTM D695.
The standard test specimen, except as indicated shall be in the form of a right cylinder or prism
whose length is twice its principal width or diameter. Preferred specimen sizes are 12.7 by 12.7
by 25.4 mm (0.50 by 0.50 by 1 in.) (prism), or 12.7 mm in diameter by 25.4 mm (cylinder).
Results of the compressive strength test shall be reviewed and approved by the Engineer. If the
average compressive (yield) strength of the samples is less than the value as indicated in the
design, then that resin batch shall be rejected. Two or more individual samples having a yield
strength less than the value indicated in the design shall also result in rejection of the resin batch
regardless of the average value.
3.04
REPAIR OF DEFECTS
This section specifies the conditions and types of defects that require repair and the acceptable
methods of repair. Defects are of different types and may be generally classified as aesthetic, short-
term critical, or long-term critical. Repair procedure depends on the type, size, and extent of defects.
Repair procedures indicated below are exemplary, and the actual procedure specific to each project
shall be submitted as a part of the PWS.
D. Repair of Protective Coating:
Defects in protective coating can be of three types: small hairline cracks, blistering, and peeling.
In all cases, moisture content of the substrate should be below 0.05% before applying a new
coating. Prior to any repair of protective coating, the FRP system shall be examined visually or
otherwise to ensure that no defect exists within or on the surface.
Defects in FRP, if found, shall be repaired as described below. If protective coating appears to
show small areas with cracks, the local surface shall be lightly sanded. Then a new coating with
appropriate primer shall be applied according to the FRP Material Supplier’s recommendations.
At the minimum, the coating shall be applied over an area extending 1 in. (25 mm) on either
side of the defect. If the protective coating shows signs of blistering, the entire area of blisters
as
well
as
the
surrounding
area
to
a
distance
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 21
October 27, 2025
of at least 12 in. (30 cm) shall be carefully scraped clean. In no case should a blistered surface
be recoated without complete removal of the existing coating. The area shall be wiped clean
and dried thoroughly. Once dry, the area can be recoated after application of the primer coat if
required by the FRP Material Supplier. If the surface shows signs of excessive peeling, the
entire coating shall be scraped off and the surface lightly sanded, wiped clean, and thoroughly
dried before applying a new coat according to the FRP Material Supplier’s recommendations.
E. Epoxy Injection of Small Defects: Small entrapped voids or surface discontinuities no larger
than 0.5 in. (12 mm) in diameter shall not be considered defects and require no corrective action
unless they occur next to edges or when there are more than five such defects in an area of 10
ft2 (1 m2). Small defects of size between 0.5 and 2 in. (12 and 50 mm) in diameter shall be
repaired using low-pressure epoxy injection as long as the defect is local and does not extend
through the complete thickness of the FRP system.
F.
Patching of Minor Damage: Minor defects are those with diameters between 2 and 6 in. (50
and 150 mm) and a frequency of less than five per any unit surface area of 10 ft2 (1 m2) length
or width. The area surrounding the defects to an extent of at least 1 in. (25 mm) on all sides
shall be carefully removed. The area shall be wiped clean and thoroughly dried. The area shall
then be patched by adding an FRP patch extending at least 1 in. (25 mm) on all sides of the
removed area.
G. Replacement of Large Defects: Defects larger than 6 in. (150 mm) in diameter shall be carefully
marked and scarfed out extending to a minimum of 1 in. (25 mm) on all sides. Scarfing shall be
progressing through the layers of the FRP system until past the defective area. The substrate
shall be appropriately prepared and primer reapplied after ensuring that the surface is clean and
dry. Application of an FRP patch system shall extend a minimum of 6 in. (150 mm) on all sides
of the scarfed area. Once cured, the protective coating shall be applied over the entire area.
3.05
STORAGE, HANDLING, AND DISPOSAL
A. Storage Requirements: All components of the FRP system must be delivered and stored in the
original factory-sealed, unopened packaging or in containers with proper labels identifying the
FRP Material Supplier, brand name, system identification number, and date. Catalysts and
initiators should be stored separately. All components must be protected from dust, moisture,
chemicals, direct sunlight, physical damage, fire, and temperatures outside the range specified
in the system data sheets. Any component that has been stored in a condition different from that
stated above must be disposed of, as specified in Section 3.05 paragraph G.
B. Shelf Life: All components of the FRP system, especially resins and adhesives, that have been
stored longer than the shelf life specified on the system data sheet shall not be used and must be
disposed of, as specified in Section 3.05 paragraph G.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 22
October 27, 2025
C. Handling: All components of the FRP system, especially fiber sheets, must be handled with care
according to the FRP Material Supplier recommendations to protect them from damage and to
avoid misalignment or breakage of the fibers by pulling, separating, or wrinkling them or by
folding the sheets. After cutting, sheets shall be either stacked dry with separators or at a radius
no tighter than 12 in. (30 cm) or as recommended by the FRP Material Supplier.
D. Safety Hazards: All components of the CFRP system, especially resins and adhesives, must be
handled with care to avoid safety hazards, including but not limited to skin irritation and
sensitization and breathing vapors and dusts. Mixing resins shall be monitored to avoid fuming
and inflammable vapors, fire hazards, or violent boiling. The Contractor is responsible for
ensuring that all components of the FRP system at all stages of work conform to the local, state,
and federal environmental and worker’s safety laws and regulations. The Contractor is advised
that a forced ventilator system may be required inside enclosed sections and that provision for
ventilation, if any, shall be included in the cost of the work. Refer to the Safety Plan for details.
E. Safety Data Sheets: The SDS for all components of the FRP system shall be accessible to all at
the project site. Specific handling hazards and disposal instructions shall be specified in the SDS
section entitled Personnel and Workplace Protection. The Contractor is responsible for
providing the proper means of protection for safety of the personnel and the workplace.
The Contractor shall inform the personnel of the dangers of inhaling fumes of primer, putty, or
resin and shall take all necessary precautions against injury to personnel. The resin mixing area
shall be well vented to the outside. Refer to the Safety Plan for details.
F.
Clean-Up: The Contractor is responsible for the cleanup of the equipment and the project site
from hazardous and aesthetically undesirable FRP components using appropriate solvents, as
recommended in the system data sheet.
G. Disposal: Any component of the FRP system that has exceeded its shelf life or pot life or has
not been properly stored, and any unused or excess material that is deemed waste shall be
disposed of in a manner amiable to the protection of the environment and consistent with the
SDS.
3.06
PROJECT CLOSE-OUT AND MAINTENANCE
Documentation of the work: The City requires documentation of the work be prepared and
submitted to the City or City’s Representative by the Contractor on completion of the work
according to Technical Specification Section 01300 - SUBMITTALS. The documentation shall
include the following:
1.
Information on the products and installation method used.
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 23
October 27, 2025
2.
Pre- and post-inspection results.
3.
Test results.
4.
Any changes or deviations from the contract documents and possible corrective work.
A. Verification/Basis for Rejection: Materials not complying with the requirements of this
Technical Specification shall be rejected at the discretion of the City or City’s Representative.
Repairs, replacements, and retesting shall be accomplished in accordance with the contract
documents at no additional cost to the City.
B.
Affidavit of Compliance: The City requires an affidavit from the FRP Material Supplier or
Contractor, as applicable, that the material provided, or the installation performed complies with
the applicable requirements of the Technical Specifications provided herein and delivered to the
City or City’s Representative according to Technical Specification Section 01300 -
SUBMITTALS.
3.07
PROTECTION OF SITE:
Except as otherwise provided herein, the Contractor shall protect from damage all fences, structures,
sidewalks, utilities, trees, shrubbery, lawns, etc., during the progress of this work. All debris and
unused materials shall be removed immediately upon completion of the work. The site shall be
restored as nearly as possible to its original condition, including the replacement, at the Contractor's
sole expense, of any facility or landscaping which has been destroyed or damaged beyond
restoration.
3.01
UTILITIES:
Unless otherwise indicated in Technical Specification Section 01550 – CONTRACTOR’S
UTILITIES, the Contractor shall arrange for and provide any required utilities at the Contractor’s
sole cost and expense. This includes but is not limited to water, power for operating any equipment
along with personnel sanitation facilities.
3.02
CLEANING AND PREPARATION
A. The Contractor shall be responsible for all cleaning and surface preparation according to
Technical Specification Section 02760 – SEWERS AND SEWER STRUCTURE CLEANING.
The Contractor shall notify the City’s Representative of any irregularity, which may interfere
with the proper installation
3.03
ACCEPTANCE
As a condition precedent to Final Acceptance of the work, Contractor shall certify the proper
installation and testing of material provided under this section. Certification shall
SECTION 09720
FIBER REINFORCED POLYMER (FRP)
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
09720 - 24
October 27, 2025
warrant that materials and installation are free of defects and/or workmanship and suitable for
trouble-free operation under the conditions set forth in these Technical Specifications.
3.04
RECORD DRAWINGS:
Prior to final payment, the Contractor shall provide a complete set of redlined Design Drawings
showing the project as constructed including manhole insert depth, diameter, along with location
and diameter of any insert penetrations and interior piping configurations. A spreadsheet and/or
Design Drawings shall include all information required elsewhere in these Technical Specifications
as well as any changes.
** END OF SECTION **
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 1
October 27, 2025
PART 1 - GENERAL
1.01
DESCRIPTION
A. SCOPE
This section specifies the PVC lining system used for the rehabilitation of municipal
sanitary sewer manholes and structures to provide protection against chemical or gas
corrosion. The lining shall yield a durable, chemical resistant lining and provide a water
and gas tight seal to concrete components within existing sanitary sewer collection
system infrastructure.
B. DEFINITIONS
1. In this Technical Specification, the word “lining” (or “linings” or “liner”) is used
interchangeably. Similarly, “line” is used interchangeably with “to line” (or other
variations of these words).
2. In this Technical Specification, unless otherwise specifically noted, the word
“manhole” shall mean “sewer structure” and shall encompass sewer manholes,
sewer structures, sewer vaults, and other structures contained within the sanitary
sewer system. It also encompasses sewer pipes (or portions thereof) that are located
within the sewer structure including sewer pipes (or portions thereof) that are
located outside of the limits of the structure.
3. In this Technical Specification, “existing manholes” shall mean those manholes
that are (or were) not constructed as part of this project work. “Rehabilitating”
existing manholes and "applying corrosion protective coating" to those manholes
shall include the following activities:
a.
Cleaning and preparation of the surface to PVC lining manufacture’s
recommended standards and removing loose, corroded, deteriorated, hanging
materials from the manhole or pipe per Technical Specification Section 02146
- SEWER PIPE AND SEWER STRUCTURE CLEANING and otherwise
preparing the manhole or pipe for liner installation/repair.
b. Testing of the prepared surface to lining manufacturer’s standards prior to
applying an approved lining system.
c.
Testing the finished surface coating, as required herein.
Where required by the Contract Documents, existing manholes and pipes shall be
rehabilitated and an approved corrosion protective PVC lining installed to their interior
surfaces, as specified herein.
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 2
October 27, 2025
The approved lining system (as specified herein) shall be installed to all exposed
concrete, grout, mortar, and cementitious surfaces or portions thereof within the
manhole including pipe-to-throat transitions (or pipe-to-bench transitions), throat,
bench, and channel.
1.02
CITY OF TEMPE SUPPLEMENT TO MAG SPECIFICATIONS
A. All materials, work and methods relating to the special protective materials installation
shall conform to the applicable provisions of the City of Tempe Supplement to MAG
Uniform Standard Specifications and Details for Public Works Construction, latest
edition.
B. Acceptance of the completed work is subject to inspection by the City or City’s
Representative. If the overall quality of the materials and installations is found to be
unacceptable in the opinion of the City or City’s Representative, repair and retesting
will be required.
1.03
INSTALLER QUALIFICATIONS
Applicator of specialized linings shall be certified by the lining material manufacturer.
1.04
SUBMITTALS
The following submittals shall be provided in accordance with Technical Specification
Section 01300 – SUBMITTALS.
1. Complete shop drawings including description of installation.
a.
PVC liner spot repair detail.
b. PVC weld joint installation detail.
c.
Large PVC lining patch with mechanical anchors repair detail.
d. Filling of voids behind pipe wall and pipe repair detail, (as necessary).
e.
Epoxy coated manhole/PVC lined pipe interface connection detail.
f.
PVC lined manhole/PVC lined pipe interface connection detail.
g. Repair detail for bypass pump suction and discharge port(s) cut into an existing
PVC lined pipe.
2. Complete material lists.
3. PVC welder/installer certifications from lining material manufacturer.
4. Contractor’s quality control test procedures and test results.
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 3
October 27, 2025
PART 2 - PRODUCTS
2.01
PVC LINING REPAIR – PLAIN SHEET
A. “Small” and “medium” sized defects that are present within the existing PVC protective
lining, as detailed in the Contract Documents, shall be repaired using Armorlok
Incorporated, 1420 Richardson Street, San Bernadino, CA or approved equivalent, and
Sikaflex 1A or approved equivalent. The lining material shall be PVC, white in color,
compounded of inert synthetic resins, pigments and plasticizers to make it permanently
flexible sheets. Liner sheets shall be a nominal 0.065-inch in thickness. Submittal
required per Technical Specification Section 01300 – SUBMITTALS
B. Joint strips and welding strips shall have the same corrosion resistance as the sheet
lining material but shall not have locking extensions. Liner sheets joint, corner, and
welding strips shall be free of cracks, cleavages, or other defects adversely affecting
the protective characteristics of the material. All lining shall have good impact
resistance and shall have an elongation sufficient to bridge up to 1/4-inch crack without
damage to the lining sheets.
C. Mechanical anchors shall be 1/4–inch diameter Zamac nail with mushroom head or
approved equivalent. Minimum anchor length shall be 1¼-inch. Submittal required per
Technical Specification Section 01300 – SUBMITTALS.
D. Installation of “Large Patch” repairs shall be reviewed by the City or City’s
Representative for approval prior to installation.
2.02
PVC PROTECTIVE LINING – NEW SURFACES
A. Concrete surface/repair shall include a protective lining as detailed in the project
Contract Documents. Surfaces shall be protected using Armorlok PVC Shieldlok Mini
D-Key liner material as manufactured by Armorlok Incorporated, 1420 Richardson
Street, San Bernadino, CA or approved equivalent. The lining material shall be PVC,
white in color, compounded of inert synthetic resins, pigments and plasticizers to make
it permanently flexible sheets. Liner sheets shall be a nominal 0.065-inch in thickness.
Submittal required per Technical Specification Section 01300 – SUBMITTALS.
B. Shieldlok Mini D-Key PVC protective lining material that is to be placed over new
concrete shall be embedded into Shieldlok two-part mastic (Part A / Part B), Mixed
according to manufacturer recommendations. Concrete shall be coated with Shieldlok
primer prior to application of two-part mastic. Mini D-Key extensions of the same
material as to the liner shall be integrally extrude with the sheet. Locking extensions
shall be approximately 2.5 inches apart and shall be at least 0.375 inch high.
C. Joint strips and welding strips shall have the same corrosion resistance as the sheet
lining material. Liner sheets, including locking extensions shall be free of cracks,
cleavages, or other defects adversely affecting the protective characteristics of the
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 4
October 27, 2025
material. Liner joints, corner, and welding strips shall be free of cracks, cleavages, or
other defects adversely affecting the protective characteristics of the material.
PART 3 - EXECUTION
3.01
HAZARDOUS LOCATIONS
The City or City’s Representative may wish to enter the manhole under the Contractor’s
safety program to perform observations and/or perform additional testing. The Contractor
shall provide the necessary safety plan, safety equipment, monitoring, and safe working
atmosphere that allow the City or City’s Representative to safely enter the manhole, at no
additional cost to the City.
The Contractor is responsible for safety of the job site, including the responsibility to
enforce and enact the provisions of the Contractor’s Confined Space Entry program and
the responsibilities to monitor the atmosphere within the structures and provide a safe
working atmosphere and environment. These safety measures shall be at no additional cost
to the City. The City shall not be responsible for safety or for safety monitoring of the job
site.
3.02
SEWAGE FLOW AND DIVERSION
The Contractor shall be aware that the existing manholes included in this project are active,
functioning manholes. The Contractor shall be required to coordinate the minimization of
existing sewer flow and corresponding water level within the manhole through upstream
diversion as much as possible per Technical Specification Section 02145 – DIVERSION
OF SEWAGE FLOW AND DEWATERING when rehabilitating the lower sections of the
manhole.
Manholes designated for rehabilitation that are contiguous to pipe rehabilitation activities
shall be performed while flow is diverted, and manhole is dewatered.
3.03
MANHOLE PREPARATION AND CLEANING
Deteriorated or soft substrate concrete shall be removed down to sound concrete with
surface profile equivalent to ICRI SCP 3-4, using abrasive blasting or hydro-jet cleaned
per Technical Specification Section 02146 - SEWER PIPE AND SEWER STRUCTURE
CLEANING. Substrate shall be repaired back to original pipe dimensions per Technical
Specification Section 09710 - CONCRETE AND MASONRY COATING.
Existing PVC surface preparation shall include a high-pressure wash with a minimum
water pressure of 1,000 psi to remove all grease, oils, or foreign material in accordance
with PVC liner material manufacturer’s recommendations.
The Contractor shall inspect all surfaces specified to receive the PVC lining system prior
to surface preparation. The Contractor shall notify City of any noticeable disparity in the
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 5
October 27, 2025
surfaces which may interfere with the proper preparation or lining system. Remove all
loose PVC material back to sound material. Any part of the existing field joint that cannot
be caused to lie flat shall be trimmed away and discarded.
The entire manhole interior including frame, chimney, walls, bench, channel, and throat
shall be cleaned prior to rehabilitation using high-pressure water blast per Technical
Specification Section 02146 – SEWER PIPE AND SEWER STRUCTURE CLEANING.
The Contractor shall use manhole debris shields or other approved method to prevent debris
from entering the live sewers. The Contractor shall remove and legally dispose of dislodged
debris offsite. Discharge of removed sediment and debris into the interceptor pipe is
prohibited. If sediments are inadvertently or intentionally released into the interceptor
sewer, the Contractor will be responsible for interceptor pipe cleaning and removal of all
sediments from the location of observed release for a distance one (1) mile downstream
along the length of pipe, regardless of diameter(s) as directed by the City.
Contractor shall notify the City or City’s Representative in the event significant structural
degradation of existing concrete has occurred, and sound concrete is not encountered
during the cleaning process.
3.04
UNDERLAYMENT DEFECT REPAIR
A. All defects in the underlayment including deteriorated concrete, cracks, honeycombing
or otherwise defective concrete, shall be repaired. All deteriorated concrete, voids,
holes, rough or irregular concrete shall be cleaned with abrasive blasting and high-
pressure water cleaning to sound material and filled.
B. The Contractor shall use the repair and fill material to repair or fill all defects.
Deteriorated concrete or otherwise defective areas shall be cut out to solid concrete to
a depth of at least 1-inch. The edges of the cut shall be perpendicular to the surface of
the concrete. Patches shall be finished to match the adjoining surfaces profile. Concrete
with honeycombing which exposes the reinforcing steel or with defects, which affect
the structural strength, shall be corrected.
3.05
STRUCTURAL REINFORCING REPAIR
Structural repairs shall include splicing new reinforcing steel to existing reinforcing steel
and providing additional reinforcing steel to reestablish the original structural integrity and
existing loading capacity. Provide 3/8-inch diameter anchor bolts as needed to support
reinforcing steel.
3.06
REINFORCING STEEL TREATMENT
Where corrosion or surface preparation activities have exposed reinforcing steel, the
following procedure shall be used:
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 6
October 27, 2025
1. If half the diameter of the reinforcing steel, or more, is exposed, chip out behind
the reinforcing steel a minimum of 1-inch for placement of grout or polymer
concrete.
2. Determine cross sectional area loss of reinforcing steel.
3. Where reinforcing steel cross sectional area loss exceeds 15% of the original
reinforcing steel, perform structural repair as directed by the City.
4. Abrasive blast all exposed reinforcing steel surfaces to remove all contaminants
and corrosion products.
5. Clean exposed reinforcing steel with stiff brush or grit blast equipment.
6. Apply a second 20 mil (wet) coat of corrosion inhibitor and allow for 2-hour to 3-
hour cure prior to placement of polymer mortar, cementitious mortar, or grout.
3.07
NEW PVC JOINTS OVER EXISTING FIELD JOINTS
A. Field joints at the pipe or manhole joints shall be Armorlok – Detail J-1 with 6-inch-
wide joint strip and 1-inch-wide weld strips as depicted in the Contract Documents.
Detail J-1 joint shall be centered over the existing pipe joint.
B. Edge of new 6-inch-wide joint strip shall be heat fuse welded to the existing PVC lining
along the circumference of the pipe or manhole on both edges of the new joint along
with 1-inch weld strips at the edges per Contract Documents and Armorlok – Detail J-
1 or approved equivalent.
3.08
TERMINATION OF PVC-LINER TO CONCRETE OR EPOXY COATED SURFACE
Where PVC-liner is to be attached to an existing epoxy coated surface, Armor liner plain
sheet PVC lining or approved equivalent shall be terminated with a PVC turn-back that is
mechanically anchored to the existing concrete substrate. The installation of epoxy coating
to the manhole shall be performed prior to installation of the PVC lining turn-back. The
turn-back shall be sealed to the epoxy surface with Sikaflex 1A sealant, or approved
equivalent, such that the connection of the turn-back to the manhole wall, bench, throat,
pipe connection or chimney is gas tight.
3.09
REPAIR MANHOLE BENCH AND NON-MAIN CHANNEL(S)
The Contractor shall repair manhole bench and non-main channel(s) with acid-resistant
mortar per Technical Specification Section 09710 – CONCRETE AND MASONRY
COATING. Manhole bench shall be sloped a minimum ½-inch per foot to the edge of the
throat. Minimum mortar thickness shall be ¾-inch.
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 7
October 27, 2025
3.10
ADHESION/BOND TESTING
A. GENERAL
1. The Contractor shall perform an adhesion test with a thin bladed chisel after proper
heat fuse welding of the PVC material in accordance with manufacturer’s
recommended procedures. Costs associated with weld testing are incidental to the
unit price cost of lining.
2. Where unacceptable test results are obtained, the Contractor shall be responsible
for re-welding at no additional expense to the City.
B. FREQUENCY OF TESTING
The Contractor shall test all finished PVC heat fuse welded joints for adequate
adhesion.
3.11
HIGH VOLTAGE SPARK TEST
A. DEFINITION – HOLIDAY: Holidays are defined as pinholes and voids in non-
conductive lining that allow electrical current to pass through the protective lining to
the base material.
B. After the protective lining is installed it shall be inspected with high-voltage holiday
detection wire brush/squeegee wand style equipment, Tinker and Rasor Model AP-W,
maximum 35,000 Volts or approved equivalent. Surface shall first be dried, an induced
holiday shall then be made on to the PVC lined surface and shall serve to determine the
minimum/maximum voltage to be used to test the lining for holidays at that particular
area.
1. The entire surface of the manhole, whether PVC lined, or epoxy coated, shall then
be spark tested. Any imperfections found in the lining/epoxy coating system shall
be re-welded or ground down and refilled. The Contractor shall perform repairs and
re-testing at no additional cost to the City.
2. The City shall be notified and present to observe testing and retesting. In addition,
the Contractor shall provide certification for each manhole stating that the lining
and epoxy coating is free of holidays, holes, or other imperfections.
3.12
REPAIRS OF PVC LINING SYSTEM
1. Pinhole defects shall be cleaned and sealed with a 1-inch-wide heat fused weld strip.
2. All blisters, splits and damage to the existing PVC lining shall be prepared to a point
1-inch beyond the limits of the damaged lining area.
SECTION 13000
SPECIAL PROTECTIVE MATERIALS INSTALLATION
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13000 - 8
October 27, 2025
3. Blisters splits and damage to the existing PVC lining shall be completely removed to a
1-inch minimum beyond the repair area.
4. Repairs large than 18-inches in any direction shall be brought to the attention of the
City or City’s Representative for review and approval of proposed repair procedure.
3.13
INSPECTIONS
A. The Contractor shall notify City of impending completion of surface cleaning, re-
profiling, and prior to PVC lining repair or application of the epoxy coating per
Technical Specification Section 09710 – CONCRETE AND MASONRY COATING.
B. The notifications shall be given a minimum 24-hours in advance of completion of the
surface repairs and re-profiling, and 24-hours in advance of PVC lining repairs or
application of the epoxy coating and any testing, including spark testing, and adhesion
testing and dry film thickness testing of the epoxy lined areas.
C. Failure to provide notification at these designated times/work stages may prevent the
acceptance of the work by the City.
3.14
CLEANUP
Upon completion of PVC lining, the Contractor shall remove surplus materials, protective
coverings, and accumulated rubbish.
** END OF SECTION **
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT
______________________________________________________
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 1
October 27, 2025
PART 1 – GENERAL
1.01
DESCRIPTION
The purpose for this Technical Specification is to provide guidance for the rehabilitation
of sanitary sewer access manholes using a fully structural insert capable of supporting loads
without the addition of internal or external stiffeners and manufactured out of materials
that are chemically inert from chemicals and corrosive gasses typically found in a
municipal sanitary sewer system. The insert shall be comprised of barrel and cone segments
as a single or multi piece monolithic designed unit constructed and installed in a manner
consistent with acceptable manufacturing and construction techniques and practices.
A. SCOPE:
This Technical Specification covers all work necessary to furnish and install a
structural manhole insert. The Contractor shall be licensed in the State of Arizona. The
Contractor shall deliver finished insert product(s) including all materials, labor,
equipment, and services necessary for product installation, all quality controls and
material samples required for performance tests, final inspection and warranty work,
all as specified in these Contract Documents and at the quantities of each component
contained in the Bid Proposal. Anticipated work to be provided also includes all traffic
control, bypass pumping diversion and/or temporary restriction of sewage flows (as
necessary) for durations to complete the work, removal and reinstallation of any grade
rings along with ring and cover, excavation of existing manhole cone including
removal, transport and offsite disposal of materials, manhole interior cleaning, any
manhole bench modifications and placement of insert base support/seal grout along
with grouting of insert exterior annular space. Work also included removal and
replacement of any interior piping and equipment and reconnection of any lateral pipe
connections as necessary to reinstate normal sewer service.
The work shall be for the renewal of sanitary sewer manholes that shall be
accomplished by the installation of a number of components either individually or
together with other components. These may include acid resistant non-shrink grout to
structurally rebuild the manhole bench and throat section (if present) back to original
dimensions and the application of a protective polymer coating at a minimum thickness
to all exposed concrete/grout to establish chemical resistance.
Any steps present within the manhole shall be removed flush with the manhole interior
wall. The Contractor is responsible for extension and proper reconnection of any sewer
and/or utility piping present within the manhole including all seals and/or mechanical
hangers and devices to properly restore original service and capabilities.
Contractor is responsible for accurate and complete manhole rehabilitation as specified.
The prices submitted by the Contractor shall include all costs of permits, labor,
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 2
October 27, 2025
equipment and materials for the various bid items necessary for furnishing and
installing the manhole rehabilitation materials and processes in accordance with these
Technical Specifications complete and in place, including all items of work not
specifically mentioned herein which are required to make the product perform as
intended. All Contractor costs to deliver the final product shall be included in the
respective lump sum and/or unit price bid items depicted in the Bid Proposal.
1.02
SAFETY REQUIREMENTS:
The Contractor shall conform to all work safety and health requirements of pertinent
regulatory agencies and/or shown in Technical Specification Section 01060 – Health and
Safety and shall secure the site for working conditions in compliance with the same. The
Contractor shall perform existing material testing as required by regulatory regulation
requirements, and provide/install/maintain and be responsible such signs and/or other
devices as are necessary for safety at the work site.
1.03
NOTIFICATION:
It shall be the Contractor's responsibility to notify all utility companies involved whenever
a utility is to be cut, tapped, moved, or in any way disturbed from its original placement.
Sufficient notice shall be given to the utility company so that its users can be informed of
any disruption of service. Such notice shall be given no less than 48 hours in advance.
It is the Contractor's responsibility to inform the City of construction activities which may
lead to interruption in sewer service. The Contractor shall provide 72 hour notice prior to
construction in order for the City to alert all applicable residents.
1.04
QUALITY CONTROL
A. REFERENCES:
Reference
Title
ASTM C478
Standard Specification for Precast Reinforced Concrete
Manholes Sections (Structural intent only)
ASTM C478
Standard Specification for Circular Precast Reinforced
Concrete Manhole Sections
ASTM C497
Test Methods for Concrete Pipe, Manhole Sections, or Tile
ASTM C579
Standard Test Methods for Compressive Strength of
Chemical-Resistant Mortars, Grouts, Monolithic Surfacings,
and Polymer Concretes
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 3
October 27, 2025
ASTM C587
Standard Practice for Minimum Structural Design Loading
for Underground Utility Structure
ASTM C923
Standard Specification for Resilient Connectors between
Reinforced Concrete Manhole Structures, Pipes, and
Laterals
ASTM C990
Standard Specification for Joints for Concrete Pipe,
Manholes, and Precast Box Sections Using Preformed
Flexible Joint Sealants
ASTM D1244
Standard Test Method for Concrete Sewer Manholes by the
Negative Air Pressure (Vacuum) Test Prior to Backfill
ASTM D2584
Test Method for Ignition Loss of Cured Reinforced Resins
ASTM D6783
Standard Specification for Polymer Concrete Pipe (material
mix design)
ASTM G20
Standard Test Method for Chemical Resistance of Pipeline
Coatings
AASHTO HS-20
Standard Specification for Highway Bridges Codes - Axle
Loading
AASHTO HL 93
(LRFD) Bridge Design and Axial Load Specifications
1.05
CERTIFIED INSTALLER
The insert shall be installed by a Contractor certified by the insert manufacturer. A
training outline for the certification program shall be submitted to the City for review.
The Contractor shall provide evidence that the on-site Superintendent responsible for
supervision of the insert installation crew has received the manufacturer's training.
The Contractor shall appoint a Quality Assurance Manager who will be on-site full
time during manhole bench preparation, insert installation, annular space grouting,
and backfill to take full responsibility for the quality of the work. The Quality
Assurance Manager shall be fully certified.
1.06
SUBMITTALS:
Contractor shall submit information to the City or City’s Representative in accordance with
Technical Specification Section 01300 - Submittals.
A. Insert Manufacturer’s Qualifications: The manufacturer of the manhole insert shall
show experience in the manufacture of proposed insert for more than five (5) years.
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 4
October 27, 2025
B. Documentation of Contractor’s Experience: Contractor shall provide references for all
jobs within the last two (2) years that were either completed or under construction using
the proposed rehabilitation method.
C. Installer’s Qualifications: The installer of the manhole insert shall show experience in
the installation of the proposed inserts for more than five (5) years. References shall be
provided for a minimum of five (5) jobs. Information provided shall include a
description of the job, the location of the job, the value of the job, the Owner name, and
the Owner contact person for the job including name, title, address, and phone number.
The total jobs submitted shall show that at least 1,000 vertical feet of the product
installed by the installation Contractor.
D. Submit Manufacturer’s published product and installation literature and published
quality control testing criteria data for the proposed manhole insert system.
E. Submit Test Reports: The manufacturer shall design, fabricate and certify that the
manhole insert conforms to ASTM C478 - Standard Specification for Precast
Reinforced Concrete Manholes Sections and the requirements of this Technical
Specification.
F. Submit independent test report showing that the physical properties of the proposed
insert meet the requirements of these Technical Specifications and will meet or exceed
the physical properties given in the manufacturer’s published literature submitted as
required by Part 2 – PRODUCTS.
G. Submit a report outlining the proposed installation process and procedures as directed
by the insert manufacturer to be used. The report shall include information specific to
the installation instructions and any unique site condition(s) that must be taken into
consideration including grout curing operations and procedures, annular space grout
type requirements and lift limitations, access coordination, installation timing and
identification and any coordination requirements/requests from the City or others.
H. Shop Drawings: Contractor shall provide shop drawings of proposed materials for
approval prior to ordering. Shop drawings shall depict:
1. All measurements made by the Contractor to verify manhole critical dimensions
including but not limited to depth and diameter along with any pipe penetrations or
equipment hanger requirements.
2. Material(s) proposed for construction.
3. Critical dimensions, jointing and connections, fasteners and anchors with sizes,
spacing, and location, connections, attachments, and openings.
4. Anticipated grade adjustment ring(s) and height.
5. Color(s).
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 5
October 27, 2025
I.
Contractor to provide design detail for manhole bench conditions with insufficient
circumferential bearing area to support the manhole insert. Modifications shall be per
manufacturer’s recommendations.
J.
Documentation of the control checks for materials used in the fabrications each part
of insert fabrication including resin and aggregate content.
K. Approved maximum depth of annular space grout per lift as calculated by the insert
manufacturer structural engineer.
L. Warranty: Contractor shall submit warranty documents signed by an officer of the
company and notarized stating the terms and conditions of the warranty identified in
Paragraph 1.10 – WARRANTY.
M. Any item the Contractor proposes to utilize as an "or equal" to that proposed in the
Contract Documents.
1.07
SUBSTITUTIONS
Any item the Contractor proposes to substitute for a specified item as an "or equal" must
be made in writing, received and approved by the City or City’s Representative prior to the
start of construction activities. Substitutions or deviations not approved by the City shall
risk rejection and replacement at no additional cost to the City.
1. For any proposed design change or deviation from these Technical Specifications,
2. For anything in these Technical Specifications found to conflict with applicable codes
and ordinances,
3. For anything not understood by the Contractor.
4. One (1) electronic copy of submittal(s) shall be provided to the City at least two (2)
weeks before a determination is required.
5. Submittals may be drawings, sketches, manufacturer's literature, catalog descriptions,
or other descriptions in sufficient detail to allow a decision. The submittal shall indicate
the amount to be added to or deducted from the bid price should the submittal be
accepted.
1.08
QUALITY ASSURANCE/QUALITY CONTROL
A. EXAMINATION: Each insert component part shall be examined by the Contractor for
dimensional requirements, soundness, and workmanship in accordance with ASTM
C478.
B. COMPOSITION CONTROL: Manufacturer shall control and document the resin and
aggregate content for each part of manhole fabrication. Documentation of the control
checks shall be maintained by the manufacturer. Proper content may be shown by resin
and aggregate usage rate checks, in accordance with the manufacturer’s recommended
material composition.
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 6
October 27, 2025
C. TESTING RECORDS: Records of all testing shall be kept and copies of test results
shall be submitted in accordance with Paragraph 1.06 - SUBMITTALS.
1.09
INSPECTION POINTS
Contractor shall keep the City or City’s Representative informed of milestone
progress on each insert location for the following items:
1. Start of excavation to remove the cone, chimney, frame and cover.
2. Completion of removal of unsound material and manhole pressure wash cleaning.
3. Completion of bench cleaning and preparation (if any).
4. Completion of leveling/seal grout placement prior to insert placement.
5. Prior to annular space grouting.
6. Completion of bench protective coating.
7. Completion of backfill placement.
1.10
WARRANTY
The Contractor shall replace promptly and at no expense to the City, any materials which
fails during the warranty period. Warranty work shall include all ancillary items including,
but not limited to permits, traffic control, and flow control required to compete the
repair/replacement work. Warranty and durations are described below:
A. Project Warranty: The Contractor shall warrant all materials and workmanship
performed under this contract for a period of one (1) year from the date of formal
acceptance or as stated in the project Contract Documents whichever is longer.
B. Materials Warranty: The manhole insert shall be free of defects that will affect the long
term life and operation of the manhole. The Contractor shall warrant in writing all
materials provided under this contract for a period of five (5) years from the date of
formal acceptance.
C. Insert: Insert material(s) shall be tested for a design life of a minimum of fifty (50)
years against deterioration from H2S corrosion and typical chemicals found in
municipal sanitary sewage.
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 7
October 27, 2025
PART 2 – PRODUCTS
2.01
POLYMER CONCRETE INSERT
A structural insert shall be installed into the interior of existing deteriorated sanitary sewer
manhole that meet or exceed the structural requirements as stated in ASTM C478 Standard
Specification for Circular Precast Reinforced Concrete Manhole Sections. Approved insert
manufacturers:
1) Armorock™: Manufactured by Armorock, 3555 21st Street, Boulder City, NV 89005
(702) 479-1772
2) Rock HardTMscp Manufactured by P3 Polymers, 885 S. State Rd 57, P.O. Box 494,
Washington, IN 47501 (812) 674-2051
3) Approved Equal.
2.02
MATERIAL and DESIGN
This section is to provide minimum design calculations and testing requirements for a
barrel section and cone together. There are some Technical Specifications that shall differ
between the cone and the barrel that shall be described in separate sections.
A. The design of the insert shall be prepared and professionally sealed by an Engineer
licensed in the State of Arizona. The insert shall meet or exceed the requirements of
buried manholes up to 40 feet deep without the use or reliance upon external or internal
structural stiffeners. The design shall not allow infiltration of ground water.
B. Insert shall be designed and tested to withstand AASHTO HS-20 loading with no
structural strength derived from the existing manhole structure or installation of
external or internal structural stiffeners.
C. Material of the insert shall be consistent throughout the structure consisting of resin
and aggregate material, including reinforcement that is inert to corrosion from sewer
gasses per ASTM D6783 - Standard Specification for Polymer Concrete Pipe (material
mix design). Epoxy shall be 100% solids, solvent free, low odor emitting,
environmentally friendly, and impervious to chemicals. Manufacture shall determine
the need for and type of reinforcement including that for safety and lifting
requirements. Reinforcement, if determined necessary, shall be made of non-ferrous
material.
D. The resins used shall be unsaturated, supplier certified commercial grade 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. Interior
surface shall be light in color in order to facilitate ease of inspection from ground
surface.
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 8
October 27, 2025
E. Load Rating: The complete manhole shall have a minimum dynamic load rating of
16,000 pounds. To establish this rating the complete manhole shall not leak, crack, or
suffer other damage when load tested to 40,000 pounds.
F. The use of a multi-piece insert must be approved by the City prior to ordering. If
allowed, joints shall be of bell and spigot configuration. Joints every 5 feet shall be
sealed with a material consistent with the chemical resistance of the manhole sections
per ASTM C990 - Standard Specification for Joints for Concrete Pipe, Manholes, and
Precast Box Sections Using Preformed Flexible Joint Sealants and shall not affect the
warranty. All joints shall be water proofed and shall not allow infiltration.
2.03
THIRD PARTY TESTING
The Manufacturer shall have testing of the manhole insert materials performed by an
independent test laboratory. Where there are conflicts between the requirements of the
ASTM and this Technical Specification, this Technical Specification shall supersede. The
Manufacturer shall submit the results of third-party testing, as specified below, and in
accordance with Technical Specification Section 01300 - Submittals.
1. LOAD RATING: The insert shall have an AASHTO HS-20 load rating.
2. CHEMICAL RESISTANCE TESTING: The following chemical resistance tests
shall be performed in accordance with ASTM G20 - Standard Test Method for
Chemical Resistance of Pipeline Coatings. After exposure to the solutions,
specimens shall exhibit zero (0) weight loss, spalling, cracking or blistering. Any
changes to appearance such as color and texture shall be noted.
2.04
BARREL DESIGN SPECIFICATIONS:
The barrel section of the polymer concrete insert shall meet general design specifications
as noted in Paragraph 2.02 - Material and Design.
Dimensions: Barrel sections of the manhole insert shall be designed to maximize the
diameter of the existing manhole interior.
2.05
CONE DESIGN SPECIFICATIONS:
The cone section of the insert shall meet general design specifications as noted in Paragraph
2.02 - Material and Design. Cones shall be concentric for all manhole diameters. The cone
section must provide a bearing flat shoulder surface on which a chimney consisting of
adjustment grade rings may be supported.
Dimensions: Cone sections of the manhole insert shall be a designed according to MAG
Standard Detail 520.
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 9
October 27, 2025
2.06
CHIMNEY CONSTRUCTION:
The chimney shall be constructed on the flat shoulder bearing surface of the cone using
grade adjustment rings. The chimney shall be built to support the cast iron frame and
cover adjusted to final surrounding grade. Height of the chimney shall be according to
MAG Standard Detail 420-1.
2.07
STANDARD CITY CAST IRON FRAME AND COVER:
The cast iron frame and cover shall be supported by the chimney and shall not be installed
directly on the cone. Contractor shall inform City if existing frame and/or cover is worn or
damaged and shall obtain approval prior to replacing frame and cover.
2.08
GROUTS:
All grout or concrete applied to the manhole interior shall be acid resistant quick-setting
non-shrink epoxy grouts, approved by the insert manufacturer and compatible with the
polymer protective coating material and tested in accordance with ASTM C579 - Standard
Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts,
Monolithic Surfacings, and Polymer Concretes.
2.09
MARKING AND IDENTIFICATION:
A. Manhole insert shall be marked on both the interior and exterior with the following
information:
1. Manufacturer’s Company Name identification.
2. Date of Manufacture.
3. Manhole wall thickness.
4. Installation assist marks.
2.10
DELIVERY, STORAGE AND HANDLING
Contractor shall be responsible for any damage resulting from improper storage and/or
handing. Damaged materials shall be replaced at no additional cost to the City.
A. Materials shall be handled in accordance with MAG 106.
B. Store all products according to manufacturer’s recommendations until installation. Protect
from construction traffic and damage.
C. During the loading, unloading, and storage, care should be taken to ensure that the manhole
insert is not dropped or otherwise damaged.
D. The manhole insert should be stored on a smooth surface free of sharp objects.
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 10
October 27, 2025
E. Nylon or fabric slings should be used in conjunction with a spreader bar to lift or move the
manhole.
F. UNDER NO CIRCUMSTANCES SHOULD CABLES OR CHAINS BE USED.
G. If the manhole insert is stored horizontally, the manhole insert should be placed in such
a way as to avoid damage and braced.
PART 3 – EXECUTION
3.01
PROTECTION OF SITE:
Except as otherwise provided herein, the Contractor shall protect from damage all fences,
structures, sidewalks, utilities, trees, shrubbery, lawns, etc., during the progress of this
work. All debris and unused materials shall be removed immediately upon completion of
the work. The site shall be restored as nearly as possible to its original condition, including
the replacement, at the Contractor's sole expense, of any facility or landscaping which has
been destroyed or damaged beyond restoration.
3.02
UTILITIES:
Unless otherwise indicated in Technical Specification Section 01550 – Contractor’s
Utilities, the Contractor shall arrange for and provide any required utilities at his sole cost
and expense. This includes but is not limited to water for compaction or testing, power for
operating any equipment along with personnel sanitation facilities.
3.03
CLEANING AND PREPARATION
A. The Contractor shall be responsible for all existing manhole cleaning and surface
preparation according to Technical Specification Section 02760 – Sewer and Sewer
Structure Cleaning. The Contractor shall notify the City of any irregularity, which
may interfere with the proper installation of the manhole insert.
3.04
COMPOSITE INSERT
A. The manhole insert installed shall bond to or fit sufficiently tight to the existing
manhole so as to eliminate water leakage into the manhole or allow water or vapors to
leak out of the manhole through pin-holes or other defects. If infiltration or exfiltration
leakage occurs, the Contractor shall seal these areas to stop all leakage using a material
compatible with the insert material installed and as specified by the manufacturer. If
leakage continues to occur, the Contractor shall remove and replace the insert at no
additional cost to the City. All repair materials shall have the same estimated life
expectancy as the insert installed. Final approval of the installation will be based on
meeting the acceptance test requirements for each insert installed.
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 11
October 27, 2025
B. All existing manhole interior piping shall be removed prior to insert installation and
bench protective coating application. Interior piping shall be reinstalled per project
Design Drawings or as required by these contract Technical Specifications.
C. Flow from existing active service connections entering the manhole shall be plugged
or diverted through by-passed pumping operation, if the flow affects proper installation.
D. Testing and warranty inspections shall be witnessed by the City or the City’s
Representative. Any defects found shall be repaired by the Contractor.
E. Compensation for all work required for providing test samples and independent
laboratory testing shall be included in the in the Bid Proposal cost of the item contained.
3.05
INSTALLATION:
A. The Contractor shall install the manhole insert in accordance to approved
manufacturer’s techniques.
B. The insert shall be centered inside the existing manhole or as otherwise approved.
C. Contractor shall use an acid resistant polymer grout around circumference of the bench
prior to lowering insert into position. The insert base section shall be installed into
fresh grout to evenly support the weight of the insert and establish a gas
tight seal. The polymer grout shall be compatible with insert material and approved
for use by the insert manufacturer and compatible with the bench protective coating
material. The bottom seal shall also prevent loss of annular space grout material
installed between the outside of the insert and the interior wall of the existing
manhole.
D. After placement of insert, Contractor shall complete installation of the
protective coating of the manhole bench. As a minimum, Contractor shall raise
manhole bench to the same elevation as the crown of the pipe as directed or shown in
project Design Drawings. Manhole bench shall be sloped a minimum ¼-inch per foot
to the channel. Minimum repair grout thickness shall be ¾-inch.
E. Where insert is installed using multiple barrel sections in lieu of a single piece barrel,
apply a non-shrink epoxy putty or butyl mastic sealant approved by the manufacturer,
to the joint of each barrel or cone section. Wipe excess material from the inside seam
to provide a smooth finish.
F. Replace all existing manhole connections with the same inside diameter pipe. Sewer
main and lateral connections in the existing manholes shall be extended through the
insert with sealed watertight connections. Seal all penetrations through the insert with
an acid resistant non-shrink polymer grout. Installation shall be in accordance with
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 12
October 27, 2025
Manufacturer's written instructions utilizing installation equipment approved for use
by the Manufacturer.
G. Fill the annular space between the insert and the existing manhole wall with a Portland
cement and sand grout mixture or a hydrophilic grout. The grout backfill shall be
placed in a maximum 12-inch lifts or as approved by the insert manufacturer
structural engineer. Manufacturer’s approved maximum lift shall be submitted to
the City per Technical Specification Section 01300 – Submittals. Grout shall
cure to provide a minimum compressive strength of 100 psi. The grout shall be
consolidated without damage to the insert or connecting pipes.
H. Install the cone section (if applicable). after grouting the top bell section
3.06
CONE BACKFILL MATERIAL
Contractor shall backfill around the manhole cone and chimney with sand, crushed stone,
pea gravel or aggregate base course (ABC) per MAG Section 701, unless directed
otherwise and approved by the Engineer. The material chosen shall be free of large lumps
or clods, which shall not readily break down under compaction.
Backfill shall be placed in layers of not more than twelve (12) loose measure inches and
mechanically tamped to 95 percent Standard Proctor Density, unless otherwise approved
by the City or City’s Representative. Flooding or water jet compaction shall not be
permitted. Backfill shall be placed in such a manner as to prevent any wedging action
against the manhole structure.
Contractor shall install grade rings and adjust height to surrounding elevation and slope.
Pour a concrete collar around the manhole ring and cover after setting the proper height.
All damaged pavement shall be removed and replaced in kind with new pavement. In
landscaped areas the surface shall be restored in kind. Any damaged irrigation facilities
shall be repaired.
3.07
GROUTING:
Annular space grouting shall be done in accordance with manufacturer's requirements and
as described in "Installation" procedures, and should meet the following minimum
requirements:
Test Type
Results
Test Method
Density
4 lbs.
ASTM D-1622
Water Absorption
(volume confined)
<1%
ASTM D-2842
SECTION 13130
_
POLYMER CONCRETE MANHOLE INSERT
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 13
October 27, 2025
Shear Strength
17.10 PSI
ASTM C-273
Tensile Strength
29.30 PSI
ASTM D-1623
Elongation
44%
ASTM D-1623
Viscosity
@ 500 CPS
Chemical Emersion
Testing
Excellent results
ASTM G20-88
The system should also use an accelerator to quicken the reaction time (30 minutes) where
needed. All physical properties shall be expected to be detailed in submittals showing that
they meet these Technical Specifications.
3.08
MANHOLE BENCH and CHANNEL RESTORATION
Manhole bench and channel shall be cleaned and coated as follows:
A. The manhole bench shall be grit blasted down to solid/sound substrate, followed by
high pressure water blasting to remove any lose debris and adjust pH acidity to Neutral.
Debris shields shall be used to prevent any dislodged material from entering the sewer
system as per Technical Specification Section 02760 – Sewer Pipe and Sewer Structure
Cleaning.
B. Manhole bench shall be rebuilt with non-shrink acid resistant grout as necessary to
restore original dimensions in preparation for structural foundation of insert.
C. A polymer grout should then be applied to the circumference of the bench as necessary
to manhole insert manufacturer’s recommended dimensions for structural foundation
of insert to create a level bearing area and seal of the first insert barrel section
installation.
D. Manhole channel shall be rebuilt with acid resistant polymer coating, as necessary, to
dimensions consistent with existing incoming and outgoing pipe grades
E. After the manhole insert has been installed and base rebuilt, the entire bench and
channel shall be coated with a protective polymer concrete coating to ensure the
exposed manhole base/throat/channel have the similar acid resistance as the remainder
of the rehabilitated manhole.
3.09
LATERALS AND CONNECTIONS:
Sewer main and lateral connections present in the existing manholes shall be extended
through the insert wall with sealed watertight connections. Existing pipe diameters shall be
maintained. Penetration installation shall be in accordance with insert manufacturer's
written instructions utilizing installation equipment approved for use by the manufacturer.
SECTION 13130
POLYMER CONCRETE MANHOLE INSERT____
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13130 - 14
October 27, 2025
Penetrations cut through the insert wall shall be made with tools capable of cutting circular
shapes. Use of a carbide blade chop saw or other tools that cut a straight edge shaped is
strictly prohibited. Penetrations through the insert shall be sealed with an approved non
shrink, acid resistant polymer grout material approved by the insert manufacture.
3.10
PROTECTIVE BENCH COATING TESTING
Contractor shall perform spark test and pull test on applied coatings per Technical
Specification Section 09710 – Concrete and Masonry Coatings.
3.11
ACCEPTANCE
As a condition precedent to Final Acceptance of the work, Contractor shall certify the
proper installation and testing of material provided under this section. Certification shall
warrant that materials and installation are free of defects and/or workmanship and suitable
for trouble-free operation under the conditions set forth in these Technical Specifications.
3.12
RECORD DRAWINGS:
Prior to final payment, the Contractor shall provide a complete set of redlined Design
Drawings showing the project as constructed including manhole insert depth, diameter,
along with location and diameter of any insert penetrations and interior piping
configurations. A spreadsheet and/or Design Drawings shall include all information
required elsewhere in these Technical Specifications as well as any changes.
** END OF SECTION **
SECTION 13133
POLYPROPYLENE
GRADE ADJUSTING RINGS
_
_
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13133 - 1
October 27, 2025
PART 1 - GENERAL
1.01
SCOPE
This Technical Specification defines the materials required for the adjustment of grade of
manhole structures to surrounding area finish final grade elevation or as shown on the
project Design Drawings.
1.02
WORK REQUIRED
In areas approved by the City, grade adjustment rings meeting the requirements of this
section shall be used to adjust and support the frame and cover to the final elevation on all
project manholes.
1.03
SYSTEM DESCRIPTION
A. Design Requirements – The grade adjustment rings shall be designed to allow final
adjustment of the frame and cover to the surrounding grade. The rings shall also be
designed to accommodate flat or sloping surfaces to within ¼-inch (one quarter inch)
of the final elevation. The grade adjustment system shall have a minimum 50 (fifty)
year design life.
B. Performance Requirements – The grade adjustment rings shall be capable of supporting
the minimum requirements of AASHTO H-20 and HS-20, be UV stable and be resistant
to chemicals and corrosion commonly associated with the sanitary sewer environments.
1.04
SUBMITTALS
The following submittal shall be provided in accordance with Technical Specification
Section 01300 – SUBMITTALS:
1. Test Report: A test report from an approved third party testing agency showing the
grade adjustment rings meets the minimum requirements of ASSHTO H-20 and HS-
20.
2. Certification: The manufacturer of the grade adjustment rings shall provide
certification to the City stating that the product meets the design life and material
requirements of this specification.
1.05
REFERENCES
This Technical Specification Section contains references to the following documents.
They are a part of this section as specified and modified. In case of conflict between the
SECTION 13133
POLYPROPYLENE
GRADE ADJUSTING RINGS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13133 - 2
October 27, 2025
requirements of this section and those of the listed documents, the requirements of this
section shall prevail.
AASHTO Loading
American Association of State Highway and
Transportation Officials - Anticipated external
load to be placed on the pipe.
ASTM D3575
Standard Test Methods for Flexible Cellular
Materials Made From Olefin Polymers.
ASTM C920
Standard Specification for Elastomeric Joint
Sealants
PART 2 - PRODUCTS
2.01
MANHOLE GRADE ADJUSTMENT RING
Manhole grade adjustment rings shall consist of a variety of heights (thicknesses),
diameters and shapes all conforming to the following requirements:
A. The grade adjustment rings shall be manufactured from expanded polypropylene
(EPP), black, meeting ASTM D3575. The rings shall be manufactured using a high
compression molding process to produce a finished density of 120 g/l ((7.5 pcf).
B. “Grade” adjustment rings may contain either an upper and lower keyway (tongue and
groove) for vertical alignment and/or an adhesive trench on the underside with a flat
top.
C. “Finish” or “Flat” rings may either have a keyway (groove) on the underside for vertical
alignment and/or an adhesive trench with a flat upper surface. These rings shall be
available in heights (thicknesses) which will allow final adjustment of the frame and
cover or grate to within ¼” (one quarter inch) of the specified final elevation.
“Finish” rings may also have a keyway on the upper surface of the inner diameter to
facilitate installation of an “Angle” ring.
D. “Angle” rings may either have an upper and lower keyway (tongue and groove) for
vertical alignment and/or an adhesive trench on the underside. When required, the
“Angle” ring or rings shall allow final adjustment of the frame and cover or grate to
within ¼” (one quarter inch) of the specified final elevation.
SECTION 13133
POLYPROPYLENE
GRADE ADJUSTING RINGS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13133 - 3
October 27, 2025
2.02
APPROVED MANUFACTURER
1) Cretex Specialty Products Inc., N16 W23390 Stone Ridge Dr A, Waukesha, WI 53186
PRO-RING™
2) Approved Equal
2.03
EQUIPMENT
The contractor shall have the required tools and equipment necessary to facilitate proper
installation of the grade adjustment rings.
2.04
ADHESIVE/SEALANT
A. Any adhesive or sealant used for watertight installation of the manhole grade
adjustment rings shall be M-1 Structural Adhesive/Sealant or equal meeting ASTM C-
920, Type S, Grade NS, Class 25, Uses NT, T, M, G, A and O.
B. Other adhesives or sealants may only be used with City’s written authorization.
2.05
REPAIR MORTAR
Repair mortar shall be a one component, quick set, high strength, non-shrink; polymer
modified cementitious patching mortar, which has been formulated for vertical or overhead
use meeting the requirements of ASTM C-109 for Compressive Strength, C-348 and C-78
for Flexural Strength and C-882 for Slant Shear Bond Strength. Repair mortar shall not
contain any chlorides, gypsums, plasters, iron particles, aluminum powder or gas-forming
agents nor shall it promote the corrosion of any steel that it may come in contact with.
Octocrete or approved equal.
Any repair mortar exposed to the environmentally corrosive environment of the manhole
interior shall be coated with a vinyl ester polymer coating.
2.06
CEMENTITIOUS GROUT
Cementitious grout shall be a premixed, non-metallic, high strength, non-shrink grout
which meets the requirements of ASTM C-191 and C-827 as well as CRD-C-588 and C-
621. When mixed to a mortar or "plastic" consistency, it shall have minimum one day and
28 day compressive strength of 6,000 and 9,000 psi, respectively. Commercial Grade
Quikrete Non-Shrink General Purpose Grout, Penn Grout, or approved equal.
Any cementitious grout exposed to the environmentally corrosive environment of the
manhole interior shall be coated with a vinyl ester polymer coating per Technical
Specification Section 09710 – Concrete and Masonry Coating.
SECTION 13133
POLYPROPYLENE
GRADE ADJUSTING RINGS
_____________________________________________________________________________________________
City of Tempe
Dibble
Joint Tempe-Mesa Sewer Rehabilitation-2025
Project No.: 1016084.38
Project No.: 3221025B
13133 - 4
October 27, 2025
PART 3 - EXECUTION
3.01
INSTALLATION
A. Installation and surface preparation shall be in accordance with the grade ring
manufacturer’s instructions.
B. The joint between the first grade ring and top of the manhole shall be sealed using an
adhesive/sealant meeting the requirements of paragraph 2.03.
C. If the top of the manhole structure is not level or is irregular, then a non-shrink repair
mortar meeting the requirements of Section 2.04 or non-shrink cementitious grout
meeting the requirements of Section 2.05 shall be used. A bed of the specified mortar
or grout shall be placed on the top surface of the utility structure and then the first
grade ring shall be embedded and leveled into the bed of material.
D. The remaining joints between all manhole adjustment rings and the frame and cover
or grate shall be sealed using an adhesive/sealant meeting the requirements of Section
2.03.
E. No other materials shall be used in the construction of the grade adjustment area
beyond those specified above. Prohibited materials include, but are not limited to
wood or wood shims of any kind, concrete, brick, block, stones, etc.
** END OF SECTION **
JOINT TEMPE MESA SEWER REHABILITATION-2025
BYPASS DRAWING 1 - PRIEST DR AND SOUTHERN AVE
SUCTION PIT
-EXCAVATION 30X40
SUBCUT 5' DEEP
-INSTALL 96' CMP TANK
-2 EA PUMPS
DISCHARGE MH0052
-CONE REMOVAL
-MILLED AND RECESSED PLATES
MH0021
SUCTION PIT
-EXCAVATION 30X80
SUBCUT 5' DEEP
-INSTALL 96' CMP TANK
-4 EA PUMPS
PRIEST DR
W MANHATTON DR
LA JOLLA DR
SOUTHERN AVE
TRENCHED BYPASS PIPING W/ STEEL PLATES
EXISTING 42" SEWER
TRENCHED BYPASS PIPING W/ STEEL PLATES
Pipe:
Pumps:
Peak Flow in GPM:
Metered Peak Flow Sewer Line:
Flow Rate Safety Factor:
Design Flow Rate (MGD):
Design Flow Rate (GPM):
15,833
22.800
150%
34.20
23,750
Bypass Pumping Writeup:
1,172.00
1,146.50
3.50
3.50
5.00
13.50
1165.10
-6.90
18"
4.00
0.00
1,200.00
12"
4.00
2.00
Extra pipe, gaskets, O-rings will be readily available to perform repair line. A Vac truck (if necessary), will be used to handle repair.
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
42" Sewer Bypass Insituform
Priest & Southern
Design Flow Rate Calculations:
Project Specification Requirements for Pipe and Pump Redundancy:
Bypass Setup Description:
Discharge Pipe:
Number of Discharge Lines with Sufficient Capacity for the Design Flow Rate:
150% Max Flow Rate
100% Additional, Fully Operable, Standby Pumps - unless multiple pumps required, then 50%
Suction Manhole:
Pump Containment:
HDPE Spill Berms will be Installed Under Each Pump in the Event of Any Spills and / or Leaks of Hazardous Materials such as Fuel, Oil, or Grease.
Each (EA)
Pumping Equipment Information:
Pump Model:
Each (EA)
Length of Each Discharge Line:
Linear Feet (LF)
Number of Redundant Discharge Lines:
Number of Pumps with Sufficient Capacity for the Design Flow Rate:
Silent Pump
Each Pump is Equipped with it's Own Fuel Storage Tank (Please See Pump Cutsheets for Respective Capacities).
1.) Design Hydraulic Calculations
Additional Notes:
1.) All work will be Performed by B&F Technicians.
Attachments:
All Tools Required to Support Pump Mechanical and Pipe Integrity will be Available Onsite 24-Hours per Day.
2.) Pump Performance Curves
3.) Design Flow Rate Data
Each Pump and will be Replenished a Minimum of One (1) Time per Day.
Each (EA)
Number of Redundant Pumps:
Standby Power or Fuel Source:
Bypass Staffing Plan:
B&F will have one (1) employee on site during operations manning the pumps & inspecting the discharge pipe.
Not Applicable, No Laterials Pump Stations are part of this Bypass.
Lateral Flow Diversion Setups:
The temporary bypass will be HDPE. Adequate pumps placed to cover flow design.
Feet (Ft)
Feet (Ft)
MH0021 Rim Elevation:
Diameter of Pipe:
Manhole Surcharge
Subcut Excavation:
Feet (Ft)
Feet (Ft)
Feet (Ft)
Invert Elevation:
Each (EA)
Vertical Feet (VF)
Feet (Ft)
Vertical Feet (VF)
MH0052 Rim Elevation:
Suction & Discharge Rim Elevation Difference:
Discharge Manhole:
Discharge Piping Information:
Suction Lift:
HDPE DR26
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR17
15.755
25.50
3.50
3.50
5.00
13.50
23,750.00
4.00
5,937.50
13.50
5,937.50
40.00
15.00
18"
45.00
18"
45.00
18"
5.00
18"
Ls+Lred +Lentrance+L90+Lss
150.00
GPM1.85 X L
C1.85 X D4.8655
5,937.50
150.00
140.00
15.76
Q1
2.45*D2
13.50
32.54
18"
Pioneer Pump Suction Elevation
3.00
19.49
2.40
13.05
60'
(Hvp ) Vapor Pressure of Water at Sea Level
0.59
Silent Pump
------------>NPHSR:
13.00
19.49
YES
Lss =
LSS= Equivalent Length of Pipe for Suction Screen
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
9.76
Suction Velocity in Feet per Second (ft/s)
Total Flow Rate
Gallons Per Minute (GPM)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
(Hf ) HEAD LOSS = 10.44 X
EQUALS (=)
L90 =
L90= Equivalent Length of Pipe for 90° Elbow
Ls =
Ls= Length of Suction Pipe / Hose (In Feet)
SUCTION PIPE EQUIVALENT LENGTHS FOR PIPE:
LReducer =
LReducer = Equivalent Length of Reducer
Feet (Ft)
Suction Pit Subcut Depth:
Feet (Ft)
Hss =
Hss = Static Suction Lift (In Feet)
Q1 =
Q1= Rate of Flow (In Gallons Per Minute)
LEntrance =
LEntrance = Equivalent Length For Pipe / Hose Entrance
LSuction Equivalent =
LSuction Equivalent = TOTAL Equivalent length of Suction Piping (In Feet)
LSuction Equivalent =
SUCTION HAZEN-WILLIAMS EQUATION FOR PIPE:
Feet (Ft)
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
42" Sewer Bypass Insituform
SUCTION PIPE CALCULATIONS FOR PIPE:
Rim to Invert Elevation:
Feet (Ft)
Total Flow Rate Per Pump:
Gallons Per Minute (GPM)
Total Suction Lift:
Vertical Feet (VF)
Total Flow Rate:
Gallons Per Minute (GPM)
Total Number of Pumps
Each (EA)
Inside Diameter of Pipe Under Bypass:
Feet (Ft)
Surcharge of Flow of Pipe Under Bypass:
(Hf) Head Loss (In Feet):
NPSH Available:
SUCTION PIPE TOTAL DYNAMIC SUCTION HEAD (Hs):
Hss = Static Suction Lift (In Feet):
Project Elevation Atmospheric Pressure:
(Hs) TOTAL Dynamic Suction Head (In
2.40
(Hf) Head Loss in Feet (Ft)
(Hs) TOTAL Dynamic Suction Head (In Feet):
NPSHA > NPSHR:
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR26
16.532
40.00
157.84
Ld+Lreducer+L90+Lcv +Lman +
197.84
GPM1.85 X L
C1.85 X D4.8655
5,937.50
1.00
5,937.50
197.84
140.00
16.53
Q1
2.45*D2
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR26
16.532
1,200.00
517.32
Ld+Lreducer+L90+Lcv +Lman +
1717.32
GPM1.85 X L
C1.85 X D4.8655
23,750.00
4.00
5,937.50
1,717.32
140.00
16.53
Q1
2.45*D2
19.49
24.21
Potential Main Bypass Backpressure Head
0.00 Feet (Ft)
-6.90
36.80
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge Pipe from Manifold to Discharge Manhole
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge from Pumps to Manifold
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings =
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
2.50
(Hfd) Head Loss in Feet (Ft)
Pipe Length:
Feet (Ft)
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Lfittings =
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
8.87
Discharge Velocity in Feet per Second (ft/s)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
Pipe Roughness:
Coefficient (C )
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
21.71
(Hfd) Head Loss in Feet (Ft)
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
Pipe Inside Diameter:
Inches (In)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
TOTAL DYNAMIC HEAD (TDH):
(Hs) TOTAL Dynamic Suction Head:
Feet (Ft)
(Hd) TOTAL Dynamic Discharge Head:
Feet (Ft)
Velocity (V) =
EQUALS (=)
8.87
Discharge Velocity in Feet per Second (ft/s)
HsD =
See Attached Performance Curve.
BACKUP PUMP SUMMARY:
B&F will provide (2) Each 6" Silent Diesel PUMP
HYDRAULIC PUMP CURVE SUMMARY:
Pipe Inside Diameter:
TDH for 18-inch Suction & 18-inch to manifold - 18-inch Discharge MH Pipe System
PRIMARY PUMP FLOW RATE SUMMARY:
B&F will provide (4) Each 12" Silent Diesel PUMP
JOINT TEMPE MESA SEWER REHABILITATION-2025
BYPASS DRAWING 2 - COLLEGE AVENUE
SUCTION MH0038
-REMOVE CONE
-3 EA PUMPS
SUCTION MH0005
- 2 EA PUMPS W/MANIFOLD
TRENCHED BYPASS PIPING IN
ASPHALT W/ STEEL PLATES
COLLEGE AVE
CARTER DR
MILL AVE
US 60
DISCHARGE MH0035
-REMOVE CONE
-PLATE DISCHARGE
-CURB & GUTTER R&R - 10 LF
1 EA 18" BYPASS
DISCHARGE PIPE
COLLEGE AVE
VALLEY GUTTER R&R - 60 LF
CURB & GUTTER R&R - 10 LF
SIDEWALK R&R - 25 SF
CONCRETE SCUPPER R&R TO 90 BEND AND DIP
PIPE UNDER DRIVEWAY - 90 SF
TRENCH & PLATE PIPINP - 29 LF
TRENCH IN GRASS, R&R SIDEWALK, AND PLATE
-CONCRETE R&R 25 SF
CLOSE DRIVEWAY
CLOSE SIDEWALK
TRENCH AND BURY PIPING
SIDEWALK - 25 SF
CURB & GUTTER R&R - 10 LF
PLATE BYPASS PIPING
AC REPLACEMENT
Pipe:
Pumps:
Peak Flow in GPM:
Metered Peak Flow Sewer Line:
Flow Rate Safety Factor:
Design Flow Rate (MGD):
Design Flow Rate (GPM):
4,217
6.072
150%
9.11
6,325
Bypass Pumping Writeup:
1,173.40
1,157.60
4.00
0.00
0.00
11.80
1170.60
-2.80
18"
1.00
0.00
3,700.00
12"
2.00
1.00
Extra pipe, gaskets, O-rings will be readily available to perform repair line. A Vac truck (if necessary), will be used to handle repair.
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
36" Sewer Bypass Insituform
College & US 60
Design Flow Rate Calculations:
Project Specification Requirements for Pipe and Pump Redundancy:
Bypass Setup Description:
Discharge Pipe:
Number of Discharge Lines with Sufficient Capacity for the Design Flow Rate:
150% Max Flow Rate
100% Additional, Fully Operable, Standby Pumps - unless multiple pumps required, then 50%
Suction Manhole:
Pump Containment:
HDPE Spill Berms will be Installed Under Each Pump in the Event of Any Spills and / or Leaks of Hazardous Materials such as Fuel, Oil, or Grease.
Each (EA)
Pumping Equipment Information:
Pump Model:
Each (EA)
Length of Each Discharge Line:
Linear Feet (LF)
Number of Redundant Discharge Lines:
Number of Pumps with Sufficient Capacity for the Design Flow Rate:
Silent Pump
Each Pump is Equipped with it's Own Fuel Storage Tank (Please See Pump Cutsheets for Respective Capacities).
1.) Design Hydraulic Calculations
Additional Notes:
1.) All work will be Performed by B&F Technicians.
Attachments:
All Tools Required to Support Pump Mechanical and Pipe Integrity will be Available Onsite 24-Hours per Day.
2.) Pump Performance Curves
3.) Design Flow Rate Data
Each Pump and will be Replenished a Minimum of One (1) Time per Day.
Each (EA)
Number of Redundant Pumps:
Standby Power or Fuel Source:
Bypass Staffing Plan:
B&F will have one (1) employee on site during operations manning the pumps & inspecting the discharge pipe.
Not Applicable, No Laterials Pump Stations are part of this Bypass.
Lateral Flow Diversion Setups:
The temporary bypass will be HDPE. Adequate pumps placed to cover flow design.
Feet (Ft)
Feet (Ft)
MH0038 Rim Elevation:
Diameter of Pipe:
Manhole Surcharge
Subcut Excavation:
Feet (Ft)
Feet (Ft)
Feet (Ft)
Invert Elevation:
Each (EA)
Vertical Feet (VF)
Feet (Ft)
Vertical Feet (VF)
MH0035 Rim Elevation:
Suction & Discharge Rim Elevation Difference:
Discharge Manhole:
Discharge Piping Information:
Suction Lift:
HDPE DR26
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
12"
HDPE DR17
11.16
15.80
4.00
0.00
0.00
11.80
6,325.00
2.00
3,162.50
11.80
3,162.50
30.00
12.00
12"
29.00
12"
30.00
12"
5.00
12"
Ls+Lred +Lentrance+L90+Lss
106.00
GPM1.85 X L
C1.85 X D4.8655
3,162.50
106.00
140.00
11.16
Q1
2.45*D2
11.80
32.54
12"
Atlas Copco Suction Elevation
3.00
18.44
2.83
14.10
70'
(Hvp ) Vapor Pressure of Water at Sea Level
0.82
Silent Pump
------------>NPHSR:
8.00
18.44
YES
Lss =
LSS= Equivalent Length of Pipe for Suction Screen
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
10.36
Suction Velocity in Feet per Second (ft/s)
Total Flow Rate
Gallons Per Minute (GPM)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
(Hf ) HEAD LOSS = 10.44 X
EQUALS (=)
L90 =
L90= Equivalent Length of Pipe for 90° Elbow
Ls =
Ls= Length of Suction Pipe / Hose (In Feet)
SUCTION PIPE EQUIVALENT LENGTHS FOR PIPE:
LReducer =
LReducer = Equivalent Length of Reducer
Feet (Ft)
Suction Pit Subcut Depth:
Feet (Ft)
Hss =
Hss = Static Suction Lift (In Feet)
Q1 =
Q1= Rate of Flow (In Gallons Per Minute)
LEntrance =
LEntrance = Equivalent Length For Pipe / Hose Entrance
LSuction Equivalent =
LSuction Equivalent = TOTAL Equivalent length of Suction Piping (In Feet)
LSuction Equivalent =
SUCTION HAZEN-WILLIAMS EQUATION FOR PIPE:
Feet (Ft)
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
36" Sewer Bypass Insituform
SUCTION PIPE CALCULATIONS FOR PIPE:
Rim to Invert Elevation:
Feet (Ft)
Total Flow Rate Per Pump:
Gallons Per Minute (GPM)
Total Suction Lift:
Vertical Feet (VF)
Total Flow Rate:
Gallons Per Minute (GPM)
Total Number of Pumps
Each (EA)
Inside Diameter of Pipe Under Bypass:
Feet (Ft)
Surcharge of Flow of Pipe Under Bypass:
(Hf) Head Loss (In Feet):
NPSH Available:
SUCTION PIPE TOTAL DYNAMIC SUCTION HEAD (Hs):
Hss = Static Suction Lift (In Feet):
Project Elevation Atmospheric Pressure:
(Hs) TOTAL Dynamic Suction Head (In
2.83
(Hf) Head Loss in Feet (Ft)
(Hs) TOTAL Dynamic Suction Head (In Feet):
NPSHA > NPSHR:
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
12"
HDPE DR26
11.71
30.00
106.60
Ld+Lreducer+L90+Lcv +Lman +
136.60
GPM1.85 X L
C1.85 X D4.8655
3,162.50
1.00
3,162.50
136.60
140.00
11.71
Q1
2.45*D2
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR26
16.532
3,700.00
517.32
Ld+Lreducer+L90+Lcv +Lman +
4217.32
GPM1.85 X L
C1.85 X D4.8655
6,325.00
1.00
6,325.00
4,217.32
140.00
16.53
Q1
2.45*D2
18.44
62.81
Potential Main Bypass Backpressure Head
0.00 Feet (Ft)
-2.80
78.45
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge Pipe from Manifold to Discharge Manhole
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge from Pumps to Manifold
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings =
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
2.88
(Hfd) Head Loss in Feet (Ft)
Pipe Length:
Feet (Ft)
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Lfittings =
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
9.41
Discharge Velocity in Feet per Second (ft/s)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
Pipe Roughness:
Coefficient (C )
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
59.92
(Hfd) Head Loss in Feet (Ft)
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
Pipe Inside Diameter:
Inches (In)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
TOTAL DYNAMIC HEAD (TDH):
(Hs) TOTAL Dynamic Suction Head:
Feet (Ft)
(Hd) TOTAL Dynamic Discharge Head:
Feet (Ft)
Velocity (V) =
EQUALS (=)
9.45
Discharge Velocity in Feet per Second (ft/s)
HsD =
See Attached Performance Curve.
BACKUP PUMP SUMMARY:
B&F will provide (1) Each 12" Silent Diesel PUMP
HYDRAULIC PUMP CURVE SUMMARY:
Pipe Inside Diameter:
TDH for 12-inch Suction & 12-inch to manifold - 18-inch Discharge MH Pipe System
PRIMARY PUMP FLOW RATE SUMMARY:
B&F will provide (2) Each 12" Silent Diesel PUMP
JOINT TEMPE MESA SEWER REHABILITATION-2025
BYPASS DRAWING 3 - PRIEST AND 16TH ST
16TH ST
15TH ST
14TH ST
13TH ST
TRENCHED BYPASS
PIPING W/ STEEL PLATES
DISCHARGE MH0001
-CONE REMOVAL
-MILLED AND RECESSED PLATES
14TH ST
PRIEST DR
MH TO BE REHABILITATED
2 EA 18" DISCHARGE PIPES
-1 EA CONE PULL
-3 EA 8" PUMP
-1 EA CMP SUCTION PITS
-3 EA 12" PUMP
Pipe:
Pumps:
Peak Flow in GPM:
Metered Peak Flow Sewer Line:
Flow Rate Safety Factor:
Design Flow Rate (MGD):
Design Flow Rate (GPM):
6,250
9.000
150%
13.50
9,375
Bypass Pumping Writeup:
1,147.10
1,129.70
4.00
0.00
0.00
13.40
1147.60
0.50
18"
2.00
0.00
1,200.00
12"
2.00
1.00
Extra pipe, gaskets, O-rings will be readily available to perform repair line. A Vac truck (if necessary), will be used to handle repair.
Each (EA)
Vertical Feet (VF)
Feet (Ft)
Vertical Feet (VF)
MH0001 Rim Elevation:
Suction & Discharge Rim Elevation Difference:
Discharge Manhole:
Discharge Piping Information:
Suction Lift:
HDPE DR26
The temporary bypass will be HDPE. Adequate pumps placed to cover flow design.
Feet (Ft)
Feet (Ft)
MH0035 Rim Elevation:
Diameter of Pipe:
Manhole Surcharge
Subcut Excavation:
Feet (Ft)
Feet (Ft)
Feet (Ft)
Invert Elevation:
All Tools Required to Support Pump Mechanical and Pipe Integrity will be Available Onsite 24-Hours per Day.
2.) Pump Performance Curves
3.) Design Flow Rate Data
Each Pump and will be Replenished a Minimum of One (1) Time per Day.
Each (EA) (1) 8" & (1) 12" back-up pumps
Number of Redundant Pumps:
Standby Power or Fuel Source:
Bypass Staffing Plan:
B&F will have one (1) employee on site during operations manning the pumps & inspecting the discharge pipe.
Not Applicable, No Laterials Pump Stations are part of this Bypass.
Lateral Flow Diversion Setups:
Each Pump is Equipped with it's Own Fuel Storage Tank (Please See Pump Cutsheets for Respective Capacities).
1.) Design Hydraulic Calculations
Additional Notes:
1.) All work will be Performed by B&F Technicians.
Attachments:
Pump Containment:
HDPE Spill Berms will be Installed Under Each Pump in the Event of Any Spills and / or Leaks of Hazardous Materials such as Fuel, Oil, or Grease.
Each (EA)
Pumping Equipment Information:
Pump Model:
Each (EA)
Length of Each Discharge Line:
Linear Feet (LF)
Number of Redundant Discharge Lines:
Number of Pumps with Sufficient Capacity for the Design Flow Rate:
Silent Pump (2) 8" & (2) 12" Primary Pumps
Design Flow Rate Calculations:
Project Specification Requirements for Pipe and Pump Redundancy:
Bypass Setup Description:
Discharge Pipe:
Number of Discharge Lines with Sufficient Capacity for the Design Flow Rate:
150% Max Flow Rate
100% Additional, Fully Operable, Standby Pumps - unless multiple pumps required, then 50%
Suction Manhole:
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
48" Sewer Bypass Insituform
Priest & 16th St. 12" Pumps
2 -12" pumps & 1 back-up
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR17
15.755
17.40
4.00
0.00
0.00
13.40
9,375.00
2.00
4,687.50
13.40
4,687.50
30.00
15.00
18"
45.00
18"
45.00
18"
5.00
18"
Ls+Lred +Lentrance+L90+Lss
140.00
GPM1.85 X L
C1.85 X D4.8655
4,687.50
140.00
140.00
15.76
Q1
2.45*D2
13.40
32.57
8"
Atlas Copco Suction Elevation
2.77
18.20
1.44
14.37
60'
(Hvp ) Vapor Pressure of Water at Sea Level
0.59) 12" Primary Pumps
------------>NPHSR:
10.00
18.20
YES
(Hs) TOTAL Dynamic Suction Head (In Feet):
NPSHA > NPSHR:
(Hf) Head Loss (In Feet):
NPSH Available:
SUCTION PIPE TOTAL DYNAMIC SUCTION HEAD (Hs):
Hss = Static Suction Lift (In Feet):
Project Elevation Atmospheric Pressure:
(Hs) TOTAL Dynamic Suction Head (In
1.44
(Hf) Head Loss in Feet (Ft)
LSuction Equivalent =
LSuction Equivalent = TOTAL Equivalent length of Suction Piping (In Feet)
LSuction Equivalent =
SUCTION HAZEN-WILLIAMS EQUATION FOR PIPE:
Feet (Ft)
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
48" Sewer Bypass Insituform
SUCTION PIPE CALCULATIONS FOR PIPE:
Rim to Invert Elevation:
Feet (Ft)
Total Flow Rate Per Pump:
Gallons Per Minute (GPM)
Total Suction Lift:
Vertical Feet (VF)
Total Flow Rate:
Gallons Per Minute (GPM)
Total Number of Pumps
Each (EA)
Inside Diameter of Pipe Under Bypass:
Feet (Ft)
Surcharge of Flow of Pipe Under Bypass:
Feet (Ft)
Suction Pit Subcut Depth:
Feet (Ft)
Hss =
Hss = Static Suction Lift (In Feet)
Q1 =
Q1= Rate of Flow (In Gallons Per Minute)
LEntrance =
LEntrance = Equivalent Length For Pipe / Hose Entrance
L90 =
L90= Equivalent Length of Pipe for 90° Elbow
Ls =
Ls= Length of Suction Pipe / Hose (In Feet)
SUCTION PIPE EQUIVALENT LENGTHS FOR PIPE:
LReducer =
LReducer = Equivalent Length of Reducer
Lss =
LSS= Equivalent Length of Pipe for Suction Screen
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
7.71
Suction Velocity in Feet per Second (ft/s)
Total Flow Rate
Gallons Per Minute (GPM)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
(Hf ) HEAD LOSS = 10.44 X
EQUALS (=)
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
12"
HDPE DR26
11.71
40.00
106.60
Ld+Lreducer+L90+Lcv +Lman +
146.60
GPM1.85 X L
C1.85 X D4.8655
4,687.50
1.00
4,687.50
146.60
140.00
11.71
Q1
2.45*D2
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR26
16.532
1,200.00
517.32
Ld+Lreducer+L90+Lcv +Lman +
1717.32
GPM1.85 X L
C1.85 X D4.8655
9,375.00
2.00
4,687.50
1,717.32
140.00
16.53
Q1
2.45*D2
18.20
20.43
Potential Main Bypass Backpressure Head
0.00 Feet (Ft)
0.50
39.13
HsD =
See Attached Performance Curve.
BACKUP PUMP SUMMARY:
B&F will provide (2) Each 8" & 12" Silent Diesel PUMP(S)
HYDRAULIC PUMP CURVE SUMMARY:
Pipe Inside Diameter:
TDH for 18-inch Suction & 12-inch to manifold - 18-inch Discharge MH Pipe System
PRIMARY PUMP FLOW RATE SUMMARY:
B&F will provide (4) Each 8" & 12" Silent Diesel PUMP(S)
TOTAL DYNAMIC HEAD (TDH):
(Hs) TOTAL Dynamic Suction Head:
Feet (Ft)
(Hd) TOTAL Dynamic Discharge Head:
Feet (Ft)
Velocity (V) =
EQUALS (=)
7.00
Discharge Velocity in Feet per Second (ft/s)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
Pipe Inside Diameter:
Inches (In)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
14.02
(Hfd) Head Loss in Feet (Ft)
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Lfittings =
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
13.95
Discharge Velocity in Feet per Second (ft/s)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
Pipe Roughness:
Coefficient (C )
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge Pipe from Manifold to Discharge Manhole
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge from Pumps to Manifold
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings =
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
6.41
(Hfd) Head Loss in Feet (Ft)
Pipe Length:
Feet (Ft)
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
Pipe:
Pumps:
Peak Flow in GPM:
Metered Peak Flow Sewer Line:
Flow Rate Safety Factor:
Design Flow Rate (MGD):
Design Flow Rate (GPM):
3,009
4.333
150%
6.50
4,514
Bypass Pumping Writeup:
1,147.10
1,129.70
4.00
0.00
0.00
13.40
1147.60
0.50
18"
2.00
0.00
1,200.00
8"
2.00
1.00
Extra pipe, gaskets, O-rings will be readily available to perform repair line. A Vac truck (if necessary), will be used to handle repair.
Each (EA)
Vertical Feet (VF)
Feet (Ft)
Vertical Feet (VF)
MH0001 Rim Elevation:
Suction & Discharge Rim Elevation Difference:
Discharge Manhole:
Discharge Piping Information:
Suction Lift:
HDPE DR26
The temporary bypass will be HDPE. Adequate pumps placed to cover flow design.
Feet (Ft)
Feet (Ft)
MH0035 Rim Elevation:
Diameter of Pipe:
Manhole Surcharge
Subcut Excavation:
Feet (Ft)
Feet (Ft)
Feet (Ft)
Invert Elevation:
All Tools Required to Support Pump Mechanical and Pipe Integrity will be Available Onsite 24-Hours per Day.
2.) Pump Performance Curves
3.) Design Flow Rate Data
Each Pump and will be Replenished a Minimum of One (1) Time per Day.
Each (EA) (1) 8" & (1) 12" back-up pumps
Number of Redundant Pumps:
Standby Power or Fuel Source:
Bypass Staffing Plan:
B&F will have one (1) employee on site during operations manning the pumps & inspecting the discharge pipe.
Not Applicable, No Laterials Pump Stations are part of this Bypass.
Lateral Flow Diversion Setups:
Each Pump is Equipped with it's Own Fuel Storage Tank (Please See Pump Cutsheets for Respective Capacities).
1.) Design Hydraulic Calculations
Additional Notes:
1.) All work will be Performed by B&F Technicians.
Attachments:
Pump Containment:
HDPE Spill Berms will be Installed Under Each Pump in the Event of Any Spills and / or Leaks of Hazardous Materials such as Fuel, Oil, or Grease.
Each (EA)
Pumping Equipment Information:
Pump Model:
Each (EA)
Length of Each Discharge Line:
Linear Feet (LF)
Number of Redundant Discharge Lines:
Number of Pumps with Sufficient Capacity for the Design Flow Rate:
Silent Pump (2) 8" & (2) 12" Primary Pumps
Design Flow Rate Calculations:
Project Specification Requirements for Pipe and Pump Redundancy:
Bypass Setup Description:
Discharge Pipe:
Number of Discharge Lines with Sufficient Capacity for the Design Flow Rate:
150% Max Flow Rate
100% Additional, Fully Operable, Standby Pumps - unless multiple pumps required, then 50%
Suction Manhole:
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
48" Sewer Bypass Insituform
Priest & 16th St. 8" Pumps
2 -8" pumps & 1 back-up
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
12"
HDPE DR17
11.16
17.40
4.00
0.00
0.00
13.40
4,513.85
2.00
2,256.93
13.40
2,256.93
25.00
12.00
12"
29.00
12"
30.00
12"
5.00
12"
Ls+Lred +Lentrance+L90+Lss
101.00
GPM1.85 X L
C1.85 X D4.8655
2,256.93
101.00
140.00
11.16
Q1
2.45*D2
13.40
32.57
8"
Atlas Copco Suction Elevation
2.77
18.20
1.44
14.37
60'
(Hvp ) Vapor Pressure of Water at Sea Level
0.59) 12" Primary Pumps
------------>NPHSR:
10.00
18.20
YES
(Hs) TOTAL Dynamic Suction Head (In Feet):
NPSHA > NPSHR:
(Hf) Head Loss (In Feet):
NPSH Available:
SUCTION PIPE TOTAL DYNAMIC SUCTION HEAD (Hs):
Hss = Static Suction Lift (In Feet):
Project Elevation Atmospheric Pressure:
(Hs) TOTAL Dynamic Suction Head (In
1.44
(Hf) Head Loss in Feet (Ft)
LSuction Equivalent =
LSuction Equivalent = TOTAL Equivalent length of Suction Piping (In Feet)
LSuction Equivalent =
SUCTION HAZEN-WILLIAMS EQUATION FOR PIPE:
Feet (Ft)
City of Tempe
Joint Tempe - Mesa Sewer Rehab 2025
48" Sewer Bypass Insituform
SUCTION PIPE CALCULATIONS FOR PIPE:
Rim to Invert Elevation:
Feet (Ft)
Total Flow Rate Per Pump:
Gallons Per Minute (GPM)
Total Suction Lift:
Vertical Feet (VF)
Total Flow Rate:
Gallons Per Minute (GPM)
Total Number of Pumps
Each (EA)
Inside Diameter of Pipe Under Bypass:
Feet (Ft)
Surcharge of Flow of Pipe Under Bypass:
Feet (Ft)
Suction Pit Subcut Depth:
Feet (Ft)
Hss =
Hss = Static Suction Lift (In Feet)
Q1 =
Q1= Rate of Flow (In Gallons Per Minute)
LEntrance =
LEntrance = Equivalent Length For Pipe / Hose Entrance
L90 =
L90= Equivalent Length of Pipe for 90° Elbow
Ls =
Ls= Length of Suction Pipe / Hose (In Feet)
SUCTION PIPE EQUIVALENT LENGTHS FOR PIPE:
LReducer =
LReducer = Equivalent Length of Reducer
Lss =
LSS= Equivalent Length of Pipe for Suction Screen
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
7.40
Suction Velocity in Feet per Second (ft/s)
Total Flow Rate
Gallons Per Minute (GPM)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
(Hf ) HEAD LOSS = 10.44 X
EQUALS (=)
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
8"
BRS HOSE
8
20.00
71.50
Ld+Lreducer+L90+Lcv +Lman +
91.50
GPM1.85 X L
C1.85 X D4.8655
2,256.93
1.00
2,256.93
91.50
140.00
8.00
Q1
2.45*D2
Pipe / Hose Size
Pipe / Hose material
Pipe / Hose ID (inches)
18"
HDPE DR26
16.532
1,200.00
517.32
Ld+Lreducer+L90+Lcv +Lman +
1717.32
GPM1.85 X L
C1.85 X D4.8655
4,513.85
2.00
2,256.93
1,717.32
140.00
16.53
Q1
2.45*D2
18.20
10.23
Potential Main Bypass Backpressure Head
0.00 Feet (Ft)
0.50
28.93
HsD =
See Attached Performance Curve.
BACKUP PUMP SUMMARY:
B&F will provide (2) Each 8" & 12" Silent Diesel PUMP(S)
HYDRAULIC PUMP CURVE SUMMARY:
Pipe Inside Diameter:
TDH for 12-inch Suction & 8-inch to manifold - 18-inch Discharge MH Pipe System
PRIMARY PUMP FLOW RATE SUMMARY:
B&F will provide (4) Each 8" & 12" Silent Diesel PUMP(S)
TOTAL DYNAMIC HEAD (TDH):
(Hs) TOTAL Dynamic Suction Head:
Feet (Ft)
(Hd) TOTAL Dynamic Discharge Head:
Feet (Ft)
Velocity (V) =
EQUALS (=)
3.37
Discharge Velocity in Feet per Second (ft/s)
Pipe Length:
Feet (Ft)
Pipe Roughness:
Coefficient (C )
Pipe Inside Diameter:
Inches (In)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)
3.63
(Hfd) Head Loss in Feet (Ft)
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Lfittings =
Pipe Inside Diameter:
Inches (In)
Velocity (V) =
EQUALS (=)
14.39
Discharge Velocity in Feet per Second (ft/s)
Total Flow Rate:
Gallons Per Minute (GPM)
Number of Pipes:
Each (EA)
Flow Rate Per Pipe
Gallons Per Minute (GPM)
Pipe Roughness:
Coefficient (C )
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge Pipe from Manifold to Discharge Manhole
DISCHARGE PIPE CALCULATIONS FOR PIPE:
Discharge from Pumps to Manifold
Ld =
Ld= Length of Discharge Pipe / Hose (In Feet)
Lfittings =
Lfittings - The Length of the Miscellaneous Fittings, Valves and Manifolds of the System.
Ldischarge Equiv =
Ldischarge Equiv = Total Equivalent Length of Discharge Piping (In Feet)
Ldischarge Equiv =
6.60
(Hfd) Head Loss in Feet (Ft)
Pipe Length:
Feet (Ft)
Feet (Ft)
DISCHARGE HAZEN-WILLIAMS EQUATION FOR PIPE:
(Hfd ) HEAD LOSS = 10.44 X
EQUALS (=)