HomeMy WebLinkAbout22- Construction Agreement - Planned and Engineered Construction - Stormwater Pipe Rehabilitation Project
July 2022
2022-23 Stormwater Improvements
S. Tracy Ave. / Cleveland St.
Gravity Main ID: M.F06.00158_M.F06.00154
Contract Documents, Construction Specifications, and Plans
Prepared By:
City of Bozeman Stormwater Division
7 East Beall St
Suite 100
Bozeman, MT 59715
Ph. (406) 582-2937
www.bozeman.net/stormwater
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Section 001
INVITATION TO SUBMIT QUOTE
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INVITATION TO SUBMIT QUOTE
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
The City of Bozeman, Montana, hereby gives notice that it is accepting quotes for the:
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
The City of Bozeman will receive quotes for the construction of the aforementioned project at
the office of the Stormwater Division at 7 East Beall St, Suite 100, Bozeman, Montana 59715 until
5:00 p.m., local time, August 1, 2022.
City of Bozeman Physical Address:
Stormwater Division, 7 East Beall St, Suite 100, Bozeman, Montana 59715
City of Bozeman Mailing Address:
Stormwater Division, Professional Building, P.O. Box 1230, Bozeman, Montana 59771-1230
Quote Acceptance Deadline:
The City of Bozeman must receive quotes before 5:00 p.m., August 1, 2022. Stormwater Division
staff will review quotes and award the project directly after the end of the submittal period.
Contractors must submit original copies. The City of Bozeman will not accept faxed or electronic
quotes.
General Project Information:
Installation of a Cure-In-Place Pipe liner in an 18” vitrified clay tile pipe bewteen S. Tracy and S.
Black (near E. Cleveland Drive), including supplying and installing the liner, video inspection and
logging, traffic control, clean-up and all other items incidental to construction.
Contract Documents, Construction Specifications, and Plans:
The Stormwater Division shall provide Contractors with a set of the compiled documents.
Montana Department of Labor and Industry Registration Requirements:
The Contractor and any subcontractors doing work on this project will be required to obtain
registration with the Montana Department of Labor and Industry (DLI). Forms for registration
are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect Avenue,
Helena, Montana 59604-8011. Contractors can receive information regarding registration by
calling 1-406-444-7734. The Contractor is not required to have registered with the DLI before
submitting a quote for this project but must have registered before the execution of the
Construction Agreement.
Prevailing Wage Requirements:
All laborers and mechanics employed by the Contractor or subcontractors in the performance of
the construction work shall be paid wages at rates as required by the laws of the state of
Montana.
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Section 001
INVITATION TO SUBMIT QUOTE
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Non Discrimination Requirements:
Discrimination in the performance of any contract awarded under this invitation on the basis of
race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual
orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring
and treatment of the awarded entity’s employees and all subcontracts. Every entity submitting
under this invitation must sign and return the required affirmation.
Submittal Requirements:
The Stormwater Division does not require a Bid Bond for this project; however, the successful
Contractor shall furnish an approved Performance Bond and a Labor and Materials Payment
Bond, each in the amount of one hundred percent (100%) of the contract amount. The successful
Contractor shall provide Certificate(s) of Insurance.
City of Bozeman Rejection Rights:
The Stormwater Division reserves the right to reject any or all quotes received, to waive
informalities, to postpone the award of the contract for a period of not to exceed sixty (60) days,
and to accept the lowest responsive and responsible quote, which is in the best interest of the
City of Bozeman.
Equal Opportunity Employer Requirement:
The Contractor is required to be an Equal Opportunity Employer (EOE).
DATED at Bozeman, Montana, this 14th day of July, 2022.
Russell Smith
Stormwater Project Coordinator, City of Bozeman
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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Signature of Contractor:
The Contractor must sign each quote in ink and include their full name and business address or place of
residence. In the case of a firm or partnership, each member must insert their name and business
address or place of residence. In the case where the Contractor submits a quote on behalf of a
corporation, the City of Bozeman requires the signatory of such corporation to be an official who is
authorized to bind the corporation, and who shall also affix the corporate seal of such corporation. The
quote of a corporation signed by a person other than a corporate officer shall include a Power of
Attorney showing that person's authority.
Quote Totals:
No Contractor may submit more than one quote. The City of Bozeman will not receive two quotes under
different names from one firm or association.
Responsibilities of Agent:
The City of Bozeman may require any person signing a quote as the agent of another, or of others, to
submit satisfactory evidence of this authority to do so.
Qualifications of Contractor:
The City of Bozeman may request that the Contractor submit satisfactory evidence that they have
practical knowledge of the particular work quoted upon and that they have the necessary financial
resources to complete the proposed work.
In determining the lowest responsible Contractor, the City of Bozeman will consider the following
elements:
1. Whether the Contractor involved maintains a permanent place of business.
2. Whether the Contractor involved has adequate plant and equipment to do the work properly and
expeditiously.
3. Whether the Contractor involved has a suitable financial status to meet obligations incident to
work.
4. Whether the Contractor involved has appropriate technical experience.
The City of Bozeman may require each Contractor to show that former work performed was done in
such a manner that there are no just or proper claims pending against such work. No Contractor will be
accepted if they are engaged in any other work which impairs their ability to finance the Contract. The
Contractor shall demonstrate their competence by meeting all requirements herein stipulated if
requested.
Contract Documents:
The City of Bozeman intends that the Montana Public Works Standard Specification, 6th Edition (MPWSS),
be used to govern the contractual and performance aspects of this project. The City of Bozeman hereby
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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incorporates the MPWSS as part of these Contract Documents, as modified by the City of Bozeman
MPWSS (COB MODS), dated March 31, 2011, including all Addenda which are also hereby incorporated
as part of these Contract Documents, and as further modified herein by the City of Bozeman. The
Contractor shall utilize all standard forms of MPWSS while executing these Contract Documents unless
otherwise noted or revised in the bound Contract Documents.
Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of
the project and detail modifications to the MPWSS made by the City of Bozeman, to assist the Contractor
in preparation of their quote.
The City of Bozeman makes the complete Contract Documents apart hereof, which consist of the
following:
1. Invitation to Submit Quote
2. Instructions for Contractors
3. Non-Discrimination Affirmation Form
4. Agreement Form
5. Payment Bond
6. Performance Bond
7. Standard General Conditions of the Construction Contact
8. Supplementary Conditions of the General Conditions: Section 00810
9. Montana Prevailing Wage Rates
10. Special Provisions
11. Measurement and Payment
12. Standard Drawings-CoB Traffic Control
13. Summary of Work
14. Site and Specifications
15. Quote Form
16. Claim Form-State
17. Claim Form
18. Appendix A – Construction Drawings
Examination of Contract Documents and Site:
Before submitting a quote, each Contractor must:
1. Examine the Contract Documents thoroughly
2. Visit the site to familiarize themselves with location conditions that may in any manner affect
cost, progress or performance of the work
3. Familiarize themselves with federal, state and local laws, ordinances, rules and regulations that
may in any manner affect cost, progress or performance of the work
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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4. Study and carefully correlate observations with the Contract Documents
Any Contractor may, upon request, examine those reports of investigations and tests of subsurface and
latent physical conditions at the site (if any) which have been relied upon in preparing the drawings and
specifications. These reports are not guaranteed as to accuracy or completeness, nor are they part of
the Contract Documents. Before submitting a quote, each Contractor will, at their own expense, make
such additional investigations and tests as the Contractor may deem necessary to determine their quote
for the performance of the work in accordance with the time, price and other terms and conditions of
the Contract Documents.
On request, the City of Bozeman will provide each Contractor access to the site to conduct such
investigations and tests as each Contractor deems necessary for submission of their quote. Any
administrative requirements and associated costs of such studies are the responsibility of the Contractor.
The lands upon which the work is to be performed, rights-of-way for access thereto and other lands
designated for use by the Contractor in performing the work are identified in the specifications or on the
plan set.
The submission of a quote will constitute an incontrovertible representation by the Contractor that they
have complied with every requirement of this section and that the Contract Documents are sufficient in
scope and detail to indicate and convey an understanding of all terms and conditions for performance
of the work.
Where logs of test borings are included in the Contract Documents, it is agreed that such logs do not
constitute a part of the Contract and are included only for the convenience of the Contractor and do not
relieve them of their duties under this section or any other responsibility under the Contract.
No information derived from any inspection of records of investigation or compilation thereof made by
the City of Bozeman will in any way relieve the Contractor from properly performing their obligations
under the Contract.
Underground Utilities:
The location of underground utilities as shown on the drawings is approximate, and the City of Bozeman
assumes no responsibility for determining their exact location. The Contractor shall note the reference
to utility lines and service lines for various utilities as noted on the drawings and that the approximate
location may or may not be given. The Contractor shall make written inquiry of the related utility agency
to determine the location of underground utilities in the project area.
Interpretation of Contract Documents:
If any person contemplating submitting a quote for the proposed Contract is in doubt as to the true
meaning of any part of the specifications, or other proposed Contract Documents, they may submit to
the City of Bozeman a written request for an interpretation thereof. The person submitting the request
will be responsible for its prompt delivery. Any interpretation of the proposed documents will be made
only by an Addendum duly issued, and the City of Bozeman will electronically mail a copy of any such
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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Addendum to each person receiving a set of such documents.
Time of Completion:
The time of completion of the work is a basic consideration of the Contract. It will be necessary that the
Contractor satisfies the City of Bozeman of their ability to complete the work within the stipulated time.
The number of days within which or the dates by which, the work is to be substantially completed are
set forth in the Quote Form and the Agreement Form.
Liquidated Damages:
Provisions for liquidated damages are set forth in the Agreement Form.
Addenda:
Any Addenda issued during the time of quote submittal, or forming a part of the Contract Documents
loaned to the Contractor for the preparation of their quote, shall be covered in the quote and shall be
made a part of the Contract Documents. The Contractor shall acknowledge receipt of each Addendum
in the quote. The City of Bozeman will consider incomplete and not consider any quote in which all issued
Addenda are not acknowledged.
Quote Requirements:
The City of Bozeman expects the Contractor to base their quote on materials and equipment complying
fully with the plans and specifications and, in the event, they name in their quote materials or equipment
which do not conform, they will be responsible for furnishing materials and equipment which fully
conform at no charge in their quote price.
Before submitting a quote, each Contractor should read the complete Contract Documents (including all
Addenda), specifications and plans, including all related documents containing herein, all of which
contain provisions applicable not only to the successful Contractor but also to their subcontractors.
Quote Quantities:
The Contractor must satisfy themselves by personal examination of the locations of the proposed work
and by such other means as they may prefer as to the correctness of any quantities.
The estimated unit quantities of the various classes of work to be done under the Contract Documents
are approximate and are to be used only as a basis for estimating the probable cost of the work and for
comparing the quotes offered for the work. The Contractor agrees that, during progress of the work,
the City of Bozeman may find it advisable to omit portions of the work, to increase or decrease the
quantities as may be deemed necessary or desirable, that the actual amount of work to be done and
materials to be furnished may differ from the estimated quantities, and that the basis for payment under
the Contract Documents shall be the actual amount of work done and the materials furnished.
The Contractor agrees that they will not claim damages, anticipated profits or otherwise on account of
any difference which may be found between quantities of work done and the estimated quantities.
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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Modifications and Withdrawal of Quotes:
A quote may be modified or withdrawn by an appropriate document duly executed in the manner that
a quote must be executed and delivered to the place where quotes are to be submitted prior to the date
and time for the opening of quotes, as called for in the Invitation to Submit Quote. Requests for
modification or withdrawal must be written and must be signed in the same manner and by the same
person(s) who signed the quote.
If, within twenty-four (24) hours after quotes are opened, any Contractor files a duly signed written
notice with the City of Bozeman and promptly thereafter demonstrates to the reasonable satisfaction of
the City of Bozeman that there was a material and substantial mistake in the preparation of its quote,
that Contractor may withdraw its quote. Thereafter, if the work is readvertised or negotiated, that
Contractor will be disqualified from further quoting on the work.
Acceptance and Rejection of Quotes:
The City of Bozeman reserves the right to accept or reject the quotes, or portions of quotes, and to award
more than one quote or schedule for the same quote if any of the aforementioned combinations of
quotes or schedules will be in the best interest of the City of Bozeman. The City of Bozeman reserves the
right to waive irregularities in any quote submitted, or reject nonconforming, non-responsive or
conditional quotes and to correct arithmetical errors in the quote prior to comparison.
Subcontractors:
Within seven days after the City of Bozeman opens quotes, the apparent successful Contractor, and any
other Contractor so requested, shall submit a list of subcontractors they expect to use in the work.
An experience statement with pertinent information as to similar projects and other evidence of
qualification shall be furnished for each named subcontractor if requested by the City of Bozeman. If
the City of Bozeman, Engineer, or Project Manager after a due investigation has a reasonable objection
to any proposed Subcontractor, they may, before giving the Notice of Award, request the apparent
successful Contractor to submit an acceptable substitute. If the substitution results in an increase in the
quote, a corresponding adjustment will be made in the Contract price. If the apparent successful
Contractor declines to make any such substitution, the Contract may not be awarded to such Contractor.
Any subcontractor so listed and to whom the City of Bozeman does not make written objection prior to
the giving of the Notice of Award will be deemed acceptable.
The Contractor shall not be required to employ any subcontractor against whom they have a reasonable
objection.
The use of subcontractors listed by the Contractor and accepted by the City of Bozeman prior to the
Notice of Award will be required in the performance of the work.
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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Award of Contract:
The City of Bozeman reserves the right to reject any or all quotes, including without limitation,
nonconforming, nonresponsive, unbalanced, or conditional quotes. The City of Bozeman further
reserves the right to reject the quote of any Contractor whom it finds, after reasonable inquiry and
evaluation, to be non-responsible. The City of Bozeman may also reject the quote of any Contractor if
the City of Bozeman believes that it would not be in the best interest of the project to make an award to
that Contractor, whether because quote is not responsive, or the Contractor is unqualified or of doubtful
financial ability, or fails to meet any other pertinent standard or criteria established by the City of
Bozeman. The City of Bozeman also reserves the right to waive all informalities not involving price, time,
or changes in the work and to negotiate Contract terms with the successful Contractor.
In evaluating quotes, the City of Bozeman will consider whether or not the quotes comply with the
prescribed requirements, and such alternatives, unit prices, and other data, as may be requested in the
Quote Form or prior to the Notice of Award.
In evaluating Contractors, the City of Bozeman will consider the qualifications of the Contractor and may
consider the qualifications and experience of subcontractors, suppliers, and other individuals or entities
proposed for those portions of the work for which the identity of subcontractors, suppliers, or other
individuals or entities must be submitted as provided in the Supplementary Conditions.
The City of Bozeman may conduct such investigations as they deem necessary to establish the
responsibility, qualifications, and financial ability of the Contractor, proposed subcontractors, suppliers,
individuals, or entities to perform the work in accordance with the Contract Documents.
If the Contract is to be awarded, the City of Bozeman will award the Contract to the Contractor whose
quote is in the best interests of the project. Consideration factors will include conformance with all
material terms and conditions of the Contract Documents, price, and other appropriate factors.
If the Contract is to be awarded, the City of Bozeman will give the successful Contractor a Notice of
Award within sixty (60) days after the day of the quote opening.
The City of Bozeman reserves the right to cancel the award of any Contract at any time before the
complete execution of said Agreement Form by all parties without any liability.
If at any time this Contract is to be awarded, the total of the lowest acceptable quote exceeds the funds
then estimated by the City of Bozeman as available, they may reject all quotes or take such other action
as best serves the City of Bozeman’s interests.
Cancellation of Award:
The City of Bozeman reserves the right to cancel the award of any Contract at any time before the
complete execution of the Contract by all parties without any liability.
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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Performance and Payment of Bonds:
The Contractor to whom the Contract is awarded will be required to furnish a Performance Bond and a
Payment Bond in favor of the City of Bozeman each in an amount equal to one-hundred percent (100%)
of the Agreement Form amount.
The bonds shall be executed on the forms bound herein, signed by a surety company authorized to do
business in the State of Montana, and acceptable as a surety to the City of Bozeman and countersigned
by a Montana Resident Agent.
With the bonds, there shall be filed with the City of Bozeman one copy of Power of Attorney certified to
include the date of the bond.
Execution and Approval of Agreement Form:
The Agreement Form shall be signed by the successful Contractor and returned, together with the
Contract bonds, within the time shown on the Quote Form. If the Agreement Form is not executed by
the City of Bozeman within fifteen (15) days following receipt from the Contractor of the signed
Agreement Form and bonds, the Contractor shall have the right to withdraw their quote without penalty.
No Agreement Form shall be considered as effective until it has been fully executed by all of the parties
thereto.
Failure to Execute Agreement Form:
Failure to execute the Agreement Form and furnish a Performance Bond and Payment Bond shall just
cause for annulment of the award. The award may then be made to the next lowest responsible and
qualified Contractor, or the work may be re-advertised as the City of Bozeman may decide.
Payments:
Payment for all work performed under this Agreement Form will be made by the City of Bozeman within
the time period specified in and in accordance with the procedures outlined in the General Conditions.
Notice of Extended Payment Provision:
This Contract allows the City of Bozeman to make payment within 21 days after approval of the
payments. Payments made after the time limit will be subject to interest at the rate specified in the
Agreement Form.
When the work extends beyond thirty (30) days, progress payments will be made monthly for any work
accomplished during the preceding month, but subject to retainage as specified elsewhere.
Prevailing Wage Rates:
On all projects and contracts with the City of Bozeman, Contractor and all subcontractors shall pay for
all labor employed the standard prevailing rate of wages. The standard prevailing rate of wages as used
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Section 002
INSTRUCTIONS FOR CONTRACTORS
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herein means that standard prevailing rate of wages in the locality where the work is to be performed
as determined by the Montana Commissioner of Labor pursuant to MCA 18-2-402 and as bound herein.
The Contractor and subcontractors are directed to the Montana Commissioner of Labor for information
on the standard prevailing rate of wages applicable to this Contract within this area.
Posting:
The Contractor shall post in a prominent and accessible place on the site of the work a legible statement
of all wages to be paid to the employees.
Local Labor:
The Contractor shall give preference to the employment of Montana residents in accordance with
applicable portions of Title 18, Chapter 2, Part 4, MCA.
Montana Contractor Registration Requirements:
The Contractor and any subcontractors doing work on this project will be required to obtain registration
with the Montana Department of Labor and Industry (DLI). Information pertaining to the Montana
Contractor Registration requirements may be obtained from the Montana State Department of Revenue,
Helena, Montana. (1-800-556-6694).
Additional Contractor License Fee (Montana Contractors Gross Receipt Tax):
In accordance with Title 15, Chapter 50, MCA, the City of Bozeman shall withhold, in addition to other
amounts withheld as provided by law or specified herein, 1 percent (1%) of all payments due to the
Contractor and shall transmit such money to the Montana Department of Revenue.
Contractor Preference:
In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, preference will be given to the
lowest responsible Contractor who is a resident of the State of Montana over a nonresident Contractor
from any state or country that enforces a preference in their state or country for their resident
Contractors. The preference given to Montana resident Contractor will be equal to the preference given
in the other state or country. This preference applies unless specifically prohibited by Federal laws or
regulations. Products manufactured or produced in the State of Montana shall be preferred for use in
all projects if such products are comparable in price and quality. Further, wherever possible, products
manufactured and produced in the State which are suitable substitutes for products manufactured or
produced outside the State and comparable in price, quality and performance shall be preferred for use
in this project. Preference regarding these products shall be in accordance with the laws of the State of
Montana.
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Section 004
AGREEMENT FORM
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AGREEMENT FORM
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
THIS AGREEMENT is dated as of the_____day of ________ in the year 2022, by and between CITY
OF BOZEMAN, hereinafter called OWNER, and ____________________, hereinafter called
CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree
as follows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The
project Work is generally described as follows: Installation of a Cure-In-Place Pipe liner in an 18”
vitrified clay tile pipe bewteen S. Tracy and S. Black (near E. Cleveland Drive), including supplying
and installing the liner, video inspection and logging, traffic control, clean-up and all other items
incidental to construction.
Article 2. CONTRACT TIME.
2.1 The Work will be completed within 25 days after the date when the contract time
commences to run as provided in the General Conditions. Final payment will be withheld
until final completion and acceptance of the Work, as stipulated in this Agreement.
2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in
this Agreement and that OWNER will suffer financial loss if the Work is not substantially
complete within the time specified above, plus any extensions thereof allowed in
accordance with the General Conditions. They also recognize the delays, expense and
difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered
by OWNER if the Work is not substantially complete on time. Accordingly, instead of
requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for
delay (but not as a penalty) CONTRACTOR shall pay OWNER five-hundred dollars ($
500.00) for each day that expires after the time specified herein until the Work is
substantially complete.
Article 3. CONTRACT PRICE.
3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the
Contract Documents the sum (subject to adjustment as provided in the Contract
Documents) of ____________________ Dollars ($___________).
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AGREEMENT FORM
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Article 4. PAYMENT PROCEDURES.
CONTRACTOR shall submit applications for payment in accordance with the General Conditions.
Applications for payment will be processed as provided in the General Conditions.
4.1 Progress Payments. OWNER will make progress payments monthly on account of the
contract price on the basis of CONTRACTOR'S application for payment as recommended
by ENGINEER. All progress payments will be on the basis of the progress of the Work
measured by the schedule of values provided for in the General Conditions.
4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in
accordance with the General Conditions and as outlined herein.
4.2 Final Payment. Upon final completion and acceptance of the Work in accordance with the
General Conditions, OWNER shall pay the remainder of the contract price as
recommended by ENGINEER.
Article 5. INTEREST.
All monies not paid when due hereunder shall bear interest at the simple rate established by the
Federal Cost of Money Rate commencing at the time of a claim.
Article 6. CONTRACTOR'S REPRESENTATIONS.
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following
representations:
6.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract
Documents, Work, locality, and with all local conditions and federal, state and local laws,
ordinances, rules and regulations that in any manner may affect cost, progress or
performance of the Work.
6.2 CONTRACTOR has made or caused to be made examinations, investigations and tests and
studies of such reports and related data in addition to those referred to above as they
deem necessary for the performance of the Work at the contract price, within the
contract time and in accordance with the other terms and conditions of the Contract
Documents, and no additional examinations, investigations, tests, reports or similar data
are or will be required by CONTRACTOR for such purposes.
6.3 CONTRACTOR has correlated the results of all such observations, examinations,
investigations, tests, reports and data with the terms and conditions of the Contract
Documents.
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6.4 CONTRACTOR has given ENGINEER written notice of all conflicts, errors, or discrepancies
that they have discovered in the Contract Documents and the written resolution thereof
by ENGINEER is acceptable to CONTRACTOR.
6.5 CONTRACTOR hereby affirms it will not discriminate on the basis of race, color, religion,
creed, sex, age, marital status, national origin, or because of actual or perceived sexual
orientation, gender identity or disability in the performance of Work performed for the
city of Bozeman. This prohibition shall apply to the hiring and treatment of the
CONTRACTOR’S employees and to all subcontracts it enters into in performance of the
agreement with the City of Bozeman.
Article 7. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire Agreement between OWNER and
CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following:
7.1 This Agreement
7.2 Certificates of Insurance and Performance and Payment Bonds
7.3 Montana Public Works Standard Specifications (MPWSS), Sixth Edition, and as further
amended by the City of Bozeman Modifications to MPWSS (by reference)
7.4 Notice to Proceed
7.5 Plans and Specifications
There are no Contract Documents other than those listed above in this Article 7.
The Contract Documents may only be altered, amended or repealed by a modification (as defined
in the General Conditions).
Article 8. GENERAL REQUIREMENTS.
8.1 CONTRACTOR Use of Premises. The CONTRACTOR shall confine his operations at site of
the proposed work to within the right-of-way or construction easements provided.
It shall be understood that the responsibility for protection and safekeeping of
equipment and materials on or near the site will be entirely that of the CONTRACTOR
and that no claim shall be made against the OWNER by reason of any act of an
employee or trespasser. It shall be further understood that should any occasion arise
necessitating access by the OWNER to the sites occupied by these stored materials and
equipment, the CONTRACTOR owning or responsible for the stored materials or
equipment shall immediately remove same. No materials or equipment may be placed
upon any private property until the property OWNER has agreed in writing to the
location contemplated by the CONTRACTOR to be used for storage.
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8.2 Protection of Existing Structures. The CONTRACTOR shall be solely responsible for locating
all existing underground installations, including service connections, in advance of
excavating or trenching, by contacting the OWNERS thereof and prospecting. The
CONTRACTOR shall use his own information and shall not rely solely upon information
shown on the drawings concerning existing underground installations. The CONTRACTOR
shall repair all damage to existing utilities or property at his own expense. The
CONTRACTOR shall, at a minimum, call the "One-Call" utility locate system (Phone: 1-800-
424-5555) at least 72 hours in advance of starting construction.
Where excavation will be required adjacent to existing structures, the CONTRACTOR
shall be solely responsible to maintain the structural integrity of the existing structures.
The CONTRACTOR shall take whatever means necessary to insure that the existing
structure is not damaged and if necessary shall install sheet piling. The CONTRACTOR
shall repair all damage to the existing structures at his own expense. Any fences
destroyed during construction shall be repaired to the satisfaction of the property
owner. Any delay, additional work, or extra cost to the CONTRACTOR caused by existing
underground installations shall not constitute a claim for extra work, additional
payment or damages.
8.3 Protection of Existing Mailboxes, Curbs and Gutters and Driveways, etc. The
CONTRACTOR shall take whatever means necessary to insure that the existing mailboxes,
curbs and gutters and driveways, and other public or private improvements are not
damaged during construction. If it is necessary to remove or disturb mailboxes during
construction, the CONTRACTOR shall repair and restore the mailboxes at his own expense
to the satisfaction of the property owner. Any curb, gutter, or driveways damaged during
construction, not noted to be replaced on the drawings, shall be replaced by the
CONTRACTOR at his own expense.
8.4 Surface Drainage: Water from such sources as surface runoff, dewatering and flushing of
water lines during project construction shall not be allowed to enter into drainage ways
or open areas that will cause flooding of existing structures, street intersections, or lawn
areas.
8.5 Work Sequence: The CONTRACTOR shall schedule the work to minimize inconvenience
to the OWNER and to adjacent property owners and to minimize interruptions to utility
service. This shall include minimizing obstruction to local traffic especially on dead end
streets. Work shall be scheduled so as to minimize disruptions to local mail delivery.
Close coordination will be required between the CONTRACTOR, OWNER, and COUNTY.
The utility service companies such as power, gas, telephone, and video shall be
contacted at least 72 hours in advance of when locating of services will be required.
8.6 CONTRACTOR shall install and maintain proper barriers for the protection of all existing
trees on site.
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Article 9. Warranty and Guarantee.
9.1 If, within two years after acceptance of the work by the OWNER, any of the work is found
to be defective or not in accordance with the Contract Documents, and upon written
notice form the OWNER, the CONTRACTOR shall correct any work beginning within seven
(7) calendar days of said written notice. Should the CONTRACTOR fail to respond to the
written notice within the designated time, the OWNER may correct the work at the
expense of the CONTRACTOR.
9.2 CONTRACTOR warrants and guarantees to OWNER that all Work will be in accordance
with the Contract Documents and will not be defective. Prompt notice of all defects
shall be given to CONTRACTOR. All defective Work, whether or not in place, may be
rejected, corrected or accepted as provided in the Montana Public Works Standard
Specification, Sixth Edition (MPWSS).
9.3 CONTRACTOR is exempt from warranty should damage to the installed plant materials
occur due to vandalism, City employees or rodents within the two year warranty period
after acceptance of work by the OWNER.
Article 10. Traffic Control.
10.1 CONTRACTOR shall conduct his work so as to interfere as little as possible with public
travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or
close roads and walks, the CONTRACTOR shall obtain approval of such actions from the
appropriate road agency and shall provide and maintain suitable and safe lighted
detours or other temporary expedients for the accommodation of public and private
travel in accordance with the current edition of the Manual on Uniform Control Devices
for Streets and Highways (MUTCD). The CONTRACTOR shall not occupy the work site or
initiate construction until all traffic control provisions are in place and the OWNER has
been so notified.
10.2 Safety Provisions. Safety provisions must be entirely adequate and meet with City,
County, State and Federal regulations to protect the public on these streets and roads.
10.3 Barricades and Lights. Prior to the start of construction across roads or walks, all
construction permits shall be obtained, utility companies notified, and traffic patterns,
signing, location of flagmen, barricades and other safety measures arranged. Providing
and maintaining safety barricades, and other work site safety measures shall be the
responsibility of the CONTRACTOR and shall be included in the contract price. The
CONTRACTOR shall cooperate and coordinate his methods with the OWNER'S traffic
control plans prior to the disruption of the normal flow of any traffic.
All open trenches and other excavations shall be provided with suitable barriers, signs,
and lights to the extent that adequate protection is provided to the public. Obstructions,
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such as material piles and equipment, shall be provided with similar warning signs and
lights.
All barricades and obstructions shall be illuminated by means of warning lights from
sunset to sunrise. Materials stored upon or alongside public streets and highways shall
be provided with similar warning signs and lights.
All barricades, signs, lights and other protective devices shall be installed and
maintained in conformity with applicable statutory requirements and, where within
railroad and highway right-of-way, as required by the authority having jurisdiction
thereover.
Work performed within property under the OWNER'S jurisdiction shall have all
barricades, signs, lights and protective devices installed and maintained.
Article 11. STATE LAWS AND REGULATIONS.
11.1 All applicable laws, ordinances and the rules and regulations of all authorities having
jurisdiction over construction of the project shall apply to the contract throughout.
11.1.1 MONTANA CONTRACTOR REGISTRATION REQUIREMENTS No bids will be
considered that do not carry the Bidder's Certificate of the CONTRACTOR'S
registration number on the envelope containing the Bid and on the Bid.
Information pertaining to the Montana Contractors registration requirements
may be obtained from the Montana State Department of Revenue, Helena,
Montana. (1-800-556-6694)
11.1.2 ADDITIONAL CONTRACTOR LICENSE FEE (MONTANA CONTRACTORS GROSS
RECEIPTS TAX) In accordance with Title 15, Chapter 50, MCA, the OWNER shall
withhold, in addition to other amounts withheld as provided by law or specified
herein, 1 percent (1%) of all payments due the Contractor and shall transmit
such moneys to the Montana Department of Revenue.
11.1.3 The CONTRACTOR'S attention is called to the Industrial Accident Insurance laws
in force in Montana and to the responsibility of the OWNER for the collection of
premiums thereunder. The CONTRACTOR'S compliance with said laws is required
and shall relieve the OWNER of any responsibility for payment of premiums
thereunder and shall furnish the OWNER with satisfactory evidence showing that
all premiums arising from this contract have been paid before payment is made
on the final estimate.
11.1.4 LOCAL LABOR Contractor shall give preference to the employment of Montana
residents in accordance with applicable portions of Title 18, Chapter 2, Part 4,
MCA.
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11.1.5 PREVAILING WAGE RATES On all projects and contracts with the Owner in excess
of $25,000.00, Contractor and all subcontractors shall pay for all labor employed
the standard prevailing rate of wages. The standard prevailing rate of wages as
used herein means that standard prevailing rate of wages in the locality where
the work is to be performed as determined by the Montana Commissioner of
Labor pursuant to MCA 18-2-402 and as bound herein. The Contractor and
subcontractors are directed to the Montana Commissioner of Labor for
information on the standard prevailing rate of wages applicable to this contract
within this area.
Article 12. PERFORMANCE AND PAYMENT BONDS.
The CONTRACTOR shall furnish a Performance Bond and a Payment Bond in favor of the
OWNER each in an amount equal to one-hundred Percent (100%) of the Agreement amount.
Article 13. INSURANCE.
Without limiting any of the other obligations or liabilities of the CONTRACTOR, CONTRACTOR
shall secure and maintain such insurance from an insurance company (or companies)
authorized to write insurance in the State of Montana, with minimum "A.M. Best Rating" of B+,
VI, as will protect himself, his subcontractors, the Owner and their respective agents and
employees from claims for bodily injury, death or property damage which may arise from
operations and completed operations under this Agreement. Such coverage shall be written for
claims arising out of all premises/ operations, sub-contracted operations, products/completed
operations, and all liability assumed by the CONTRACTOR under any contract or agreement.
CONTRACTOR shall not commence work under this Agreement until such certified copies of the
insurance policy shall have been filed with the OWNER. The City of Bozeman shall be named as
additional insured on any insurance certificates.
All insurance coverages shall remain in effect throughout the life of the Agreement.
Each insurance policy shall contain a clause providing that it will not be canceled by the
insurance company without 30 days written notice to the OWNER and Engineer of intention to
cancel. The minimum amounts of such insurance coverages being as per Section SC-5.04,
Supplementary Conditions to the General Conditions, Montana Public Works Standard
Specifications, Sixth Edition, and included herein:
SC – 5.04 CONTRACTOR’S LIABILITY INSURANCE
Add the following new paragraphs immediately after Paragraph 5.04.B:
C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions
shall provide coverage for not less than the following amounts or greater where required by
Law or Regulations:
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1. Workers’ Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General Conditions.
a. State: Statutory
b. Applicable Federal (e.g. Longshoremans): Statutory
c. Employer’s Liability: $500,000.00
2. Contractor’s Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6 of the General
Conditions which shall also include completed operations and product liability coverage.
a. GENERAL AGGREGATE: $3,000,000.00
b. Products-Completed Operations Aggregate: $3,000,000.00
c. Personal and Advertising
d. Each Occurrence (Bodily Injury and Property Damage): $1,000,000.00
e. Coverage will include:
1. Premises - Operations
2. Operations of Independent Contractor
3. Contractual Liability
4. Personal Injury
5. Products and Completed Operations
6. Broad Form Property Damage will include explosion, collapse, blasting and
underground where applicable.
7. Per Project Aggregate Endorsement
3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions:
a. Bodily Injury:
Each Person: $500,000.00
Each Accident: $1,000,000.00
Property Damage:
Each Accident: $1,000,000.00
(or)
b. Combined Single Limit: $1,000,000.00
Coverage to Include
1. All Owned
2. Hired
3. Non-Owned
4. Contractor’s Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary
insurance or a combination of primary and excess or umbrella insurance. Primary occurrence
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limit cannot be less than $1,000,000.00. Deductible not to exceed $5,000.00 per occurrence on
property damage.
5. Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions as follows:
The Contractor’s insurance coverage shall name the Owner, and Engineer and Engineer’s
Consultants as an additional insured under Commercial General Liability, Automobile Liability,
Excess or Umbrella policies.
6. The Contractual Liability coverage required by Paragraph 5.04.B.4. of the General Conditions
shall provide coverage for not less than the following amounts:
6.1 Each Occurrence $ 1,000,000.00
6.2 Aggregate $ 3,000,000.00
Article 14. MISCELLANEOUS.
14.1 Terms used in this Agreement which are defined in the General Conditions shall have
the meanings indicated in the General Conditions of the Montana Public Works
Standard Specifications, Sixth Edition.
14.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be
binding upon the OWNER and the CONTRACTOR respectively and his partners,
successors, assigns, and legal representatives. Neither the OWNER nor the
CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations
hereunder without written consent of the other party. The Owner reserves the right to
withdraw at any time from any subcontractor whose work has proven unsatisfactory the
right to be engaged in or employed upon any part of the Work.
14.3 In the event it becomes necessary for either party to this Agreement to retain an
attorney to enforce any of the terms or conditions of this Agreement or to give any
notice required herein, then the prevailing party or the party given notice shall be
entitled to reasonable attorney's fees and costs, including fees, salary, and costs of in-
house counsel.
14.4 Any amendment of modifications of this Agreement or any provisions herein shall be
made in writing and executed in the same manner as this original document and shall
after execution become a part of the Agreement.
14.5 CONTRACTOR hereby agrees to indemnify, defend, and hold the OWNER harmless from
all claims and liability due to the activities of CONTRACTOR, their agents, employees, or
both, in performing the work required.
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14.6 CONTRACTOR is and shall perform this agreement as an independent contractor, and as
such, is responsible to the OWNER only as to the results to be obtained in the work
herein specified, and to the extent that the work shall be done in accordance with the
terms, plans and specifications. The CONTRACTOR shall have and maintain complete
control over all of its employees, subcontractors, agents and operations, being
responsible for any required payroll deductions and providing required benefits, such
as, but not limited to, workman's compensation and unemployment insurance.
14.7 CONTRACTOR agrees not to discriminate in the fulfillment of this Agreement on the
basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or
perceived sexual orientation, gender identity or disability. The Contractor agrees this
requirement shall apply to the hiring and treatment of the Contractor’s employees and
to all subcontracts.
Article 15. CITY OF BOZEMAN BUSINESS LICENSE.
All Contractors conducting work within the City of Bozeman are required to have a current
Business License. Applications for Business Licenses may be obtained at City Hall, 121 N. Rouse
Avenue, Bozeman, Montana.
Article 16. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL.
CONTRACTOR is responsible for proper disposal of all waste soils and materials unless
otherwise directed herein. Where waste materials are disposed on private property not owned
by the CONTRACTOR, evidence of property owner's written permission shall be obtained and
provided to the OWNER. CONTRACTOR shall comply with all local, state, and federal laws and
regulations pertaining to erosion control, fill in wet lands, and floodplains. The CONTRACTOR
shall dispose of all refuse and discarded material in an approved location.
CONTRACTOR shall exercise every reasonable precaution throughout the life of the project to
prevent pollution or siltation of rivers, streams or impoundments. Pollutants such as chemicals,
fuels, lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into
or alongside of rivers, streams, impoundments or into natural or manmade channels leading
thereto. In addition, the CONTRACTOR shall conduct and schedule his operations to avoid
muddying or silting of rivers, streams or impoundments. The CONTRACTOR shall meet the
requirements of the applicable regulations of the Department of Fish, Wildlife and Parks,
Department of Environmental Quality, City of Bozeman and other local, State, or Federal
regulations relating to the prevention or abatement of water pollution and siltation.
CONTRACTORS specific attention is directed to the Montana Water Pollution Control Act and
the Montana Stream Preservation Act. The CONTRACTOR shall be responsible for obtaining any
required discharge permits associated with erosion control and groundwater dewatering
operations. CONTRACTOR'S responsibility shall include all cleanup, restoration, etc., of any
detention or discharge areas.
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________________________________
(CONTRACTOR)
By: ____________________
Title: ____________________
Signature: __________________
(JOINT VENTURE)
By: ____________________
Title: ____________________
Signature: __________________
CITY OF BOZEMAN
(OWNER)
By: ____________________
(CITY MANAGER) Seal:
Attest: ____________________
APPROVED AS TO FORM:
By: ____________________
(CITY ATTORNEY)
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Chris Peccia
Planned and Engineered Construction, Inc.
President
Section 005 PAYMENT BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 005 PAYMENT BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 005 PAYMENT BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 006 PERFORMANCE BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 006 PERFORMANCE BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 006 PERFORMANCE BONDDocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 007
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
Page 1 of 1
Standard General Conditions of the Construction Contract
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
The following document shall be made a part of the Contract Documents:
1. Montana Public Works Standard Specifications (Sixth Edition)
2. City of Bozeman Modifications to Montana Public Works Standard Specifications (Sixth)
Edition
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SECTION 008 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard
General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions
of the Contract Documents as indicated below. All provisions that are not so amended or
supplemented remain in full force and effect.
SC - 2.01 DELIVERY OF BONDS Add the following to Paragraph: 2.0l.A
Engineer shall furnish to Contractor six copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, attach executed copies
of the required Bonds, Power of Attorney, and Certificate of Insurance and submit all copies
to Engineer who will forward them to the Owner. Owner shall execute all copies and
return two copies to the Contractor. Owner shall also furnish a counterpart or conformed
copy to the Engineer and shall retain three copies.
SC - 2.03 NOTICE TO PROCEED Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following
in its place: Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed with the Work shall be given by the Owner to the Contractor. The Contract
Time will commence to run on the day indicated in the Notice to Proceed.
SC - 2.05 BEFORE STARTING CONSTRUCTION Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is to
read as follows:
2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly
rates, owned or rented by the Contractor and all Subcontractors that will be used in the
performance of the Work. The equipment list will include information necessary to confirm the hourly rates per Paragraph ll.Ol.A.5.c of the General Conditions and these
Supplementary Conditions including: make, model, and year of manufacture as well as
the horse power, capacity or weight, and accessories.
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SC- 2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the
following in its place: Prior to the first application for payment all schedules and documents identified in
paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No
progress payment shall be made to Contractor until acceptable schedules are submitted to
Engineer and Owner as provided below. Acceptance of these schedules and documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for
the sequencing, scheduling or progress of the Work and will not interfere with or relieve
Contractor from Contractor's full responsibility therefore. Add the following after Paragraph 2.07.A.3:
Contractor's Schedule of Construction Equipment will be acceptable to Engineer as to form and substance if it provides the necessary information to reference the equipment and
establish the hourly rates in accordance with paragraph ll.Ol.A.S.c.
SC - 4.01AVAILABILITY OF LANDS
Add to Paragraph 4.0l.C of the General Conditions the following: If it is necessary or desirable that the Contractor use land outside of the Owner's
easement or right-of-way, the Contractor shall obtain consent from the property owner
and tenant of the land. The Contractor shall not enter for materials delivery or occupy for
any other purpose with men, tools, equipment, construction materials, or with materials
excavated from the site, any private property outside the designated
construction easement boundaries or right-of-way without written permission from the
property owner and tenant.
SC- 4.02- SUBSURFACE AND PHYSICAL CONDITIONS Delete the first sentence of 4.02.A and replace with the following:
A. Reports and Drawings: The Special Provisions identify:
Delete the reference to Supplementary Conditions in paragraph 4.02.B and replace with Special
Provisions.
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SC- 4.03- DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Add the following to the end of Paragraphs 4.03.A. Contractor to notify Owner and Engineer in writing about differing subsurface or physical
conditions within 15 days of discovery and before disturbing the subsurface as stated above. No claim for an adjustment in the contract price or contract times (or Milestones) will be
valid for differing subsurface or physical conditions if procedures of this paragraph 4.03
are not followed.
SC- 4.04- UNDERGROUND FACILITIES Add the following new paragraph immediately after Paragraph 4.04.A.2. 3. At least 2 but not more than 10 business days before beginning any excavation,
the Contractor shall according to MCA 69-4-501, notify all owners of
underground facilities and coordinate the Work with the owners of such
underground facilities. The information shown or indicated in the Contract
Documents with respect to existing underground facilities is based on information
and data obtained from the owners of the facilities without field exploration, and as
such, Owner and Engineer are not responsible for the accuracy or completeness of
such information or data.
SC- 4.06 - HAZARDOUS ENVIORNMENTAL CONDITION AT SITE Change the first sentence of paragraph A to read as follows: A. Reports and Drawings: The Special Provisions identify those reports.......... SC- 5.02 LICENSED SURETIES AND INSURERS Add the following to the end of Paragraph 5.02.A
Without limiting any of the other obligations or liabilities of the Contractor, Contractor
shall secure and maintain such insurance from an insurance company (or companies)
authorized to write insurance in the State of Montana, with minimum "A.M. Best Rating"
of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner
and the Engineer and their agents and employees from claims for bodily injury, or
property damage which may arise from operations and completed operations under this
Agreement. Contractor shall not commence work under this Agreement until such
insurance has been obtained and certificates of insurance, with binders, or certified
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copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverage shall remain in effect throughout the life of the Agreement,
except that the Contractor shall maintain the Commercial General Liability Policy
including product and completed operations coverage for a period of at least one year
following the substantial completion date for property damage resulting from occurrences
during the agreement period.
SC- 5.04 CONTRACTOR'S LIABILITY INSURANCE Add the following new paragraphs immediately after Paragraph 5.04.B:
C. The limits of liability for the insurance required by Paragraph 5.04 of the General
Conditions shall provide coverage for not less than the following amounts or greater
where required by Law or Regulations: 1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General
Conditions.
a. State
b. Applicable Federal (e.g. Longshoremans)
c. Employer's Liability
Statutory
Statutory
$ 500,000.00
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2. Contractor's Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6
of the General Conditions which shall also include completed operations and
product liability coverage. a. GENERAL AGGREGATE $ 3,000,000.00 b. Products-Completed Operations Aggregate $
3,000,000.00 c. Personal and
Advertising
d. Each Occurrence (Bodily Injury and
Property Damage) $
1,000,000.00 e. Coverage
will include:
1. Premises - Operations
2. Operations of Independent Contractor
3. Contractual Liability
4. Personal Injury
5. Products and Completed Operations
6. Broad Form Property Damage will include explosion,
collapse, blasting and underground where applicable.
7. Per Project Aggregate Endorsement 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions:
a. Bodily Injury: Each Person
Each Accident
$ 500,000.00 $ 1,000,000.00
Property Damage:
Each Accident $1,000,000.00
(or)
b. Combined Single Limit $ 1,000,000.00 Coverage to Include
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1. All Owned
2. Hired 3. Non-Owned 4. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied
by primary insurance or a combination of primary and excess or umbrella
insurance. Primary occurrence limit cannot be less than $1,000,000.00. Deductible
not to exceed $5,000.00 per occurrence on property damage. 5. Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions
as follows: The Contractor's insurance coverage shall name the Owner, and Engineer and
Engineer's Consultants as an additional insured under Commercial General
Liability, Automobile Liability, Excess or Umbrella polices.
6. The Contractual Liability coverage required by Paragraph 5.04.B.4. of the General Conditions shall provide coverage for not less than the following
amounts:
Each Occurrence
Aggregate
$ 1,000,000.00
$ 3,000,000.00
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SC- 5.04.B.5 CANCELATION NOTICE Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30
days" and replacing them with the words "45 days" and as so amended paragraph
5.04.B.5 remains in effect. SC - 5.06 PROPERTY INSURANCE Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its
place: A. Contractor shall purchase and maintain property insurance upon the work at the site in the amount of the full replacement cost thereof (subject to such deductible
amounts as may be provided in these Supplementary Conditions or required by
Laws and Regulations). This insurance shall: 1. Include the interests of Owner, Contractor, Subcontractors, Sub-
Subcontractors Engineer, Engineer's Consultants, and any other persons or entities identified in the Supplementary Conditions, each
of whom is deemed to have an insurable interest and shall be listed
as an insured or additional insured; 2. be written on a Builder's Risk "all risk" or open peril or special causes of loss policy form that shall at least include insurance for
physical loss and damage to the Work, temporary buildings, false
work and materials and equipment in transit and shall insure against
at least the following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by
enforcement of Laws and Regulations, water damage (other than
caused by floods), and other perils or causes of loss as may be
specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured
property (including but not limited to the fees and charges of
engineers and architects);
4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location prior to being
incorporated in the Work, provided that such materials and
equipment have been included in an Application for Payment
recommended by Engineer; and 5. Be endorsed to allow occupancy and partial utilization of the Work
by Owner.
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6. Include testing and start-up; and 7. be maintained in effect until final payment is made unless otherwise
agreed to in writing by Owner, Contractor, and Engineer with thirty
days written notice to each other additional insured to whom a
certificate of insurance has been issued. B. Contractor shall be responsible for any deductible or self-insured retention.
C. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Paragraph SC5.06 shall comply with the requirements of
Paragraph 5.06.C of the General Conditions.
D. The policies of insurance required to be purchased and maintained by Contractor
in accordance with this Article 5.06.A shall comply with the requirements of GC -
5.06. C. The qualifications of the insurance company shall comply with
the requirements of SC- 5.02.A. SC-6.02 Working Hours Add the following to Paragraph 6.02.B: Regular working hours are defined as 8:00AM. To 5:00P.M. Emergency work may be done without prior permission.
SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.l of the General Conditions in its entirety and replace with the
following: 1. Contractor shall submit to Engineer with each application for payment an updated
progress schedule reflecting the amount of work completed and adjustments to future
work. Such adjustments will be acceptable to Engineer as providing an
orderly progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated
schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance
of progress schedules by the Engineer will neither impose on Engineer responsibility
for the sequencing, scheduling or progress of the Work, nor interfere with or relieve
Contractor from Contractor's full responsibility therefore.
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SC- 6.13 SAFETY AND PROTECTION
Change Supplementary Conditions in paragraph 6.13.C to Special Provisions. Add new paragraphs to the end of paragraph 6.13.F of the General Conditions as follows: G. It is expressly understood by the parties to this Agreement that the Contractor is
solely responsible for initiating, maintaining, and supervising safety precautions
and programs in connection with the Work. The right of the Owner and Engineer
to observe or otherwise review the Work and operations shall not relieve the
Contractor from any of his covenants and obligations hereunder. Contractor shall
incorporate all safety requirements into his construction progress and work
schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other
inspectors employed by the Contractor.
H. The Contractor shall be responsible for and shall take necessary precautions and
provide all material and equipment to protect, shore, brace, support and maintain all underground pipes, conduits, drains, sewers, water mains, gas mains, cables,
etc., and other underground construction uncovered in the proximity, or otherwise
affected by the construction work performed by him. All pavement, surfacing,
driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires
damaged by the Contractor's operations in the performance of this work shall be
repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected
property owner at the Contractor's expense. The Contractor shall also
be responsible for all damage to streets, roads, highways, shoulders, ditches,
embankments, culverts, bridges, or other public or private property or facility,
regardless of location or character, which may be caused by moving, hauling, or
otherwise transporting equipment, materials, or men to and from the work or any
part of site thereof; whether by him or his subcontractors. The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or
authority having jurisdiction over, the damaged property or facility concerning its
repair or replacement or payment of costs incurred in connection with said
damage. I. The Contractor shall conduct his work so as to interfere as little as possible with
public travel, whether vehicular or pedestrian. Whenever it is necessary to cross,
obstruct, or close roads, driveways, and walks, whether public or private, the
Contractor shall obtain approval from the governing party and shall, at his own
expense, provide and maintain suitable and safe bridges, detours, and other
temporary expedients for the accommodation of public and private drives before
interfering with them. The provisions for temporary expedients will not be
required when the Contractor has obtained permission from the owner and tenant of the private property, or from the authority having jurisdiction over public
property involved, to obstruct traffic at the designated point.
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J. Safety provisions must be entirely adequate and meet with City or State and
Federal regulations to protect the public on these streets and roads. SC- 6.20 INDEMNIFICATION
Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to
read as follows: While Owner and Engineer may have the right under this Contract to observe or
otherwise review the work, progress and operations of the Contractor, it is
expressly understood and agreed that such observation shall not relieve the
Contractor from any of its covenants and obligations hereunder. SC-9.03 PROJECT REPRESENTATIVE Refer to the Special Provisions for identification of the responsibilities and authority and
limitations of the Engineer’s Resident Project Representative (if any).
SC- 11.01 COST OF THE WORK Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in
its place: 11.01. A.5.c The rental of all construction equipment and machinery and parts thereof whether rented from Contractor or rented from others. The cost shall be calculated as
follows and will include the costs of transportation, loading, unloading, assembly,
dismantling and removal thereof for equipment involved only in the changed portion of
the work covered under the cost of the Work method. Transportation, loading and assembly costs will not be included for equipment already on the site which is being used
for other portions of the Work. The cost of any such equipment, machinery, or parts shall
cease when the use thereof is no longer necessary for the Work. Hourly equipment and
machinery rates shall be calculated from the Rental Rate Blue Book for Construction
Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as follows: 1. For working equipment, the hourly rate shall be the monthly rental rate
divided by 176 hours per month plus the hourly operating cost. 2. For equipment on standby, the hourly rate shall be 50% of the monthly rental rate divided by 176 hours per month, and the hourly operating cost
shall not be applied. 3. For specialized equipment rented for a short duration used for change
order work or additional work not part of the scope of work bid, the
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equipment rental rates will be negotiated prior to the work being
performed. SC-11.03 UNIT PRICE WORK Delete paragraph 11.03.D.l and 2 of the General Conditions in its entirety and insert the
following in its place: 1. the quantity of a particular item of Unit Price Work performed by Contractor differs by
more than 25% from the estimated quantity of such item indicated in the Agreement, and 2. the total cost of the particular individual item of Unit Price Work amounts to 10% or
more of the Contract Price which is the total sum of all schedules (if any), and
SC- 14.02.A APPLICATIONS FOR PAYMENTS
Add the following language at the end of paragraph 14.02.A.l of the General Conditions:
Payments for materials in storage shall be based only upon the actual cost of the materials
and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, invoice or other document warranting clear title for materials in storage will be waived
for the material in storage included in the first progress payment application. However,
proof of payment and clear title must be submitted with Application No. 2 for all material
included in Application No. 1. Without such documentation amounts paid for materials in
storage will be deducted from subsequent payments. Beginning with the second
application, all requests for payment for materials in storage shall be accompanied by Bill
of Sale, invoice or other document warranting clear title as required above. Add the following to Paragraph 14.02.A.3:
In accordance with state law the Owner may accept deposited securities in lieu of cash retainage. Retainage may be used by the Owner to offset costs for any of the losses
enumerated in Paragraphs l4.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.l.a. through
14.02.D.l.d inclusive, or 15.02.C. In addition retainage may be used by the Owner to
protect against loss from failure by the Contractor to complete necessary work and to
offset any liquidated damages due Owner. Add a new paragraph after paragraph to 14.02.A.3 to read: 4. Each application for progress payment shall be accompanied by Contractor's updated progress schedule, shop drawing schedule, procurement schedule, and
other data specified herein or reasonably required by Owner or Engineer. The
Owner reserves the right to require submission of monthly certified payrolls by the Contractor.
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SC -14.02.C PAYMENT BECOMES DUE
Delete Paragraph 14.02.C.l of the General Conditions in its entirety and insert the following in
its place:
1. The Owner will, upon presentation to him of the Contractor's Application for
Payment with Engineer's recommendation, review and act upon said payment
request once each month on or about the day of each month stipulated by the
Owner at the preconstruction conference. Payment will become due when Owner
approves the application for payment and when due, will be paid by Owner to
Contractor. SC- 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.l.c to read:
.. .entitling Owner to a set-off against the amount recommended, including liquidated damages; or...
SC-14.03 CONTRACTORS WARRANTY OF TITLE
Add the following at the end of Paragraph 14.03.A of the General Conditions: Neither recommendation of any progress payment by Engineer nor payment by the
Owner to Contractor, nor any use or occupancy of the Work or any part thereof will
release the Contractor from complying with the Contract Documents. Specifically the
Contractor shall maintain in accordance with Article 5, property insurance on all Work, materials, and equipment whether incorporated in the project or not and whether included
in an application for payment or not, for the hull insurable value thereof. Passing title to
Owner for materials and equipment included in an application for payment does not
relieve the Contractor of the Contractor's obligation to provide insurance (including
property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in Article 5.
SC- 14.05 PARTIAL UTILIZATION
Add the following to Paragraph 14.05.A: Owner has the right to take possession of or use any completed or substantially
completed portions of the work at any time, but such taking possession or use will not be
deemed an acceptance of any work not completed in accordance with the Contract
Documents. Owner’s use of any facilities so identified in the Contract Documents will not be grounds for extension of the contract time or change in the contract price. Owner's
use of any facilities not specifically identified in the Contract Documents will be in
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I
Accordance with conditions agreed to prior to such use, and any extra costs or delays in
completion incurred and properly claimed by Contractor will be equitably adjusted with a
Change Order. Facilities substantially completed in accordance with the Contract
Documents which are occupied or used by Owner prior to substantial completion of the
entire work will be done in accordance with General Conditions 14.04. Guarantee
periods for accepted or substantially completed work including mechanical and electrical
equipment will commence upon the start of continuous use by Owner. All tests and instruction of Owner's personnel must be satisfactorily completed, and Owner shall assume
responsibility for and operation of all facilities occupied or used except as may arise
through portions of work not yet completed by Contractor If the work has been substantially
completed and the Engineer certifies that full completion thereof is materially
delayed through no fault of the Contractor, the Owner shall, without terminating
the Agreement, make payment of the balance due for the portion of the work fully completed
and accepted.
SC- 14.06 FINAL INSPECTION
Add the following to Paragraph 14.06.A:
After Contractor has remedied all deficiencies to the satisfaction of the Engineer and
delivered all construction records, maintenance and operating instructions, schedules,
guarantees, bonds, certificates of inspection, and other documents (all as required by the
Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer
that the work is acceptable.
SC-16.01 DISPUTE RESOLUTION Replace Section 16.01 of the General Conditions with the following: 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for
a decision under Paragraph 10.05 before such decision becomes final and binding. Notice of the demand for mediation will be filed in writing with the other party to the Agreement and
a copy will be sent to Engineer for information. Once the other party receives the request
for mediation they must notify the requestor if they desire to participate in mediation. If both parties agree to participate in mediation the parties shall establish mutually agreeable
rules to abide by during the mediation process. Owner or Contractor may exercise such rights or remedies as either may otherwise have under the Contract Documents or Laws or
Regulations in respect to any dispute that is not agreed upon during mediation. B. Except as provided in paragraph SC-16.02.C below, no mediation arising of or relating to
the Contract Documents shall include by consolidation, joiner, or in any other manner any
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other person or entity (including Engineer, Engineer's
Consultant and the Officers, directors, agents, employees or consultants of any of them) who
is not a party to this contract unless: 1. the inclusion of such other individual or entity is necessary if complete relief is
to be afforded among those who are already parties to the mediation; and 2. such other individual or entity is substantially involved in a question of law or
fact which is common to those who are already parties to the mediation, and
which will arise in such proceedings; and 3. the written consent of the other individual or entity sought to be included
and of Owner and Contractor has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall
constitute consent to mediation of any dispute not specifically described in such
consent or to mediation with any party not specifically identified in such consent. C. Notwithstanding paragraph SC-16.0 l.B, if a Claim or counterclaim, dispute or other matter
in question between Owner and Contractor involves the Work of a Subcontractor, either Owner
or Contractor may join such Subcontractor as a party to the mediation between Owner and Contractor hereunder. Contractor shall include in all subcontracts required by paragraph
GC-6.06.G specific provision whereby the Subcontractor consents to being joined in mediation between Owner and Contractor involving work of such Subcontractor. Nothing
in this paragraph SC-16.0 l.C nor in the provision of such subcontract consenting to joiner
shall create any claim, right or cause of action in favor of Subcontractor and against Owner, Engineer, or Engineer's Consultants that does not otherwise exist.
SC-17.01 GIVING NOTICE
Add the following to Paragraph 17.0l.A:
The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to
Contractor will be mailed or delivered. The mailing address for giving notices to Owner
given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his
address at any time by an instrument in writing delivered to Engineer and to other party. END OF SECTION 008
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MONTANA
PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION SERVICES 2022
Effective: January 1, 2022
Greg Gianforte, Governor
State of Montana
Laurie Esau, Commissioner
Department of Labor & Industry
To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing
wage rates, visit ERD at erd.dli.mt.gov/labor-standards or contact:
Employment Relations Division
Montana Department of Labor and Industry
P. O. Box 8011
Helena, MT 59620-1503
Phone 406-444-6543
The department welcomes questions, comments, and suggestions from the public. In addition, we’ll do our best to provide
information in an accessible format, upon request, in compliance with the Americans with Disabilities Act.
MONTANA PREVAILING WAGE REQUIREMENTS
The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the
Montana Code Annotated (MCA), has determined the standard prevailing rate of wages for the occupations listed in this
publication.
The wages specified herein control the prevailing rate of wages for the purposes of Section 18-2-401, et seq., MCA. It is required
each employer pay (as a minimum) the rate of wages, including fringe benefits, travel allowance, zone pay and per diem
applicable to the district in which the work is being performed as provided in the attached wage determinations.
All Montana Prevailing Wage Rates are available on the internet at erd.dli.mt.gov/labor-standards or by contacting the
department at (406) 444-6543.
In addition, this publication provides general information concerning compliance with Montana’s Prevailing Wage Law and the
payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing
wage rates, please consult the regulations on the internet at erd.dli.mt.gov/labor-standards or contact the department at (406)
444-6543.
LAURIE ESAU
Commissioner
Department of Labor and Industry
State of Montana
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TABLE OF CONTENTS
MONTANA PREVAILING WAGE REQUIREMENTS:
WAGE RATES:
A. Date of Publication ……………………………………………………………………………………………………………………………………………….……. 3
B. Definition of Heavy Construction …………………………………………………………………………………………………………………..…............. 3
C. Definition of Public Works Contract ………………………………………………………………………………………………………………………….... 3
D. Prevailing Wage Schedule ……………………………………………………………………………………………………………………………….………… 3
E. Rates to Use for Projects ………………………………………………………………………………………………………………………………..…………… 3
F. Wage Rate Adjustments for Multiyear Contracts ……………………………………………………………………………………………….………… 3
G. Fringe Benefits ……………………………………………………………………………………………………………………………………………………………. 4
H. Dispatch City ………………………………………………………………………………………………………………………………………………………….……. 4
I. Zone Pay …………………………………………………………………………………………………………………………………………………………………….. 4
J. Computing Travel Benefits ……………………………………………………………………………………………………………….………………………… 4
K. Per Diem …………………………………………………………………………………………………………………………………………………………………….. 4
L. Apprentices ………………………………………………………………………………………………………………………………………..……………………….. 4
M. Posting Notice of Prevailing Wages ……………………………………………………………………………………………………………………………. 5
N. Employment Preference …………………………………………………………………………………………………………….…………………………....... 5
O. Projects of a Mixed Nature ............................................................................................................................................................ 5
P. Occupations Definitions Website ................................................................................................................................................... 5
Q. Welder Rates ……………………………………………………………………………………………………………………………………………………………. 5
R. Foreman Rates …………………………………………………………………………………………………………………………………………………..……. 5
S Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Waste Water Treatment Plants ……………..… 5
BOILERMAKERS ……………………………………………………………………………………………………………………………………………..………………….. 6
BRICK, BLOCK, AND STONE MASONS ……………………………………………………………………………………….......................................... 6
CARPENTERS …………………………………………………………………………………………………………………………………………………………………….. 6
CEMENT MASONS AND CONCRETE FINISHERS …………………………………………………………………………………………………………… 6
CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 1 ………………………………………………………………………………………………………….............................................. 7
OPERATORS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 7
OPERATORS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 8
OPERATORS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 8
OPERATORS GROUP 5 ………………………………………………………………………………………………………………………………………………….. 8
OPERATORS GROUP 6 ………………………………………………………………………………………………………………………………………………….. 8
OPERATORS GROUP 7 ………………………………………………………………………………………………………………………………………………….. 9
CONSTRUCTION LABORERS
LABORERS GROUP 1 ………………………………………………………………………………………………………………………………………………….. 9
LABORERS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 9
LABORERS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 10
LABORERS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 10
DIVERS ………………………………………………………………………………………………………………………………………………………………………………. 10
DIVER TENDERS ……………………………………………………………………………………………………………………………………………………………….. 11
ELECTRICIANS …………………………………………......................................................................................................................................... 11
INSULATION WORKERS - MECHANICAL (HEAT AND FROST) ………………………………………………………………............................ 11
IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS …………………………………………………………………………………. 12
LINE CONSTRUCTION
EQUIPMENT OPERATORS …………………………………………………………………………………..........…………………………………………………. 12
GROUNDMAN ………………………………………………………………………………………………...........……………………………………………………….. 12
LINEMAN ……………………………………………………………………………………………...........………………………………………………………………….. 12
MILLWRIGHTS …………………………………………………………………………………………………………………………………………………………………….. 13
PAINTERS ……………………………………………………………………………..............….......................................................................................... 13
PILE BUCKS ……………………………………………………………………………………………………………………………………………………………………….. 13
PLUMBERS, PIPEFITTERS, AND STEAMFITTERS …………………………………………………………………………………………………………… 13 SPRINKLERFITTERS …………………………………………………………………………………………………………………............................................... 14
TRUCK DRIVERS ..................................................................................................................................................................................... 15
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A. Date of Publication January 1 2022
B. Definition of Heavy Construction
The Administrative Rules of Montana (ARM), 24.17.501(4) – (4)(a), states “Heavy construction projects include, but
are not limited to, those projects that are not properly classified as either ‘building construction’, or ‘highway
construction.’
Heavy construction projects include, but are not limited to, antenna towers, bridges (major bridges designed for
commercial navigation), breakwaters, caissons (other than building or highway), canals, channels, channel cut-offs,
chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demolition (not incidental to
construction), dikes, docks, drainage projects, dredging projects, electrification projects (outdoor), fish hatcheries,
flood control projects, industrial incinerators (other than building), irrigation projects, jetties, kilns, land drainage
(not incidental to other construction), land leveling (not incidental to other construction), land reclamation, levees,
locks and waterways, oil refineries (other than buildings), pipe lines, ponds, pumping stations (prefabricated drop-in
units – not buildings), railroad construction, reservoirs, revetments, sewage collection and disposal lines, sewers
(sanitary, storm, etc.), shoreline maintenance, ski tows, storage tanks, swimming pools (outdoor), subways (other
than buildings), tipples, tunnels, unsheltered piers and wharves, viaducts (other than highway), water mains,
waterway construction, water supply lines (not incidental to building), water and sewage treatment plants (other
than buildings) and wells.”
C. Definition of Public Works Contract
Section 18-2-401(11)(a), MCA defines “public works contract” as “…a contract for construction services let by the
state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state,
county, municipality, or political subdivision in which the total cost of the contract is in excess of $25,000...”.
D. Prevailing Wage Schedule
This publication covers only Heavy Construction occupations and rates in the specific localities mentioned herein.
These rates will remain in effect until superseded by a more current publication. Current prevailing wage rate
schedules for Building Construction, Highway Construction and Nonconstruction Services occupations can be found
on the internet at https://erd.dli.mt.gov/labor-standards/ or by contacting the department at (406) 444-6543.
E. Rates to Use for Projects
ARM, 24.17.127(1)(c), states “The wage rates applicable to a particular public works project are those in effect at the
time the bid specifications are advertised.”
F. Wage Rate Adjustments for Multiyear Contracts
Section 18-2-417, MCA states:
“(1) Any public works contract that by the terms of the original contract calls for more than 30 months to fully
perform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to
be paid to the workers performing the contract.
(2) The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted
12 months after the date of the award of the public works contract. The amount of the adjustment must be a 3%
increase. The adjustment must be made and applied every 12 months for the term of the contract.
(3) Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of
the contractor and any subcontractors and not the contracting agency.”
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G. Fringe Benefits
Section 18-2-412, MCA states:
“(1) To fulfill the obligation...a contractor or subcontractor may:
(a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of
wages directly to the worker or employee in cash;
(b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund, plan, or
program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona
fide program approved by the U. S. department of labor; or
(c) make payments using any combination of methods set forth in subsections (1)(a) and (1)(b) so that the
aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe
benefits and travel allowances, applicable to the district for the particular type of work being performed.
(2) The fringe benefit fund, plan, or program described in subsection (1)(b) must provide benefits to workers or
employees for health care, pensions on retirement or death, life insurance, disability and sickness insurance, or
bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that
are approved by the U. S. department of labor.”
Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are not to
be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained
agreement in effect that specifies otherwise.
H. Dispatch City
ARM, 24.17.103(11), defines dispatch city as “...the courthouse in the city from the following list which is closest to the
center of the job: Billings, Bozeman, Butte, Great Falls, Helena, Kalispell, Miles City, Missoula and Sidney.”
I. Zone Pay
Zone pay is not travel pay. ARM, 24.17.103(24), defines zone pay as “...an amount added to the base pay; the combined
sum then becomes the new base wage rate to be paid for all hours worked on the project. Zone pay must be determined
by measuring the road miles one way over the shortest practical maintained route from the dispatch city to the center of
the job.” See section H above for a list of dispatch cities.
J. Computing Travel Benefits
ARM, 24.17.103(22), states “ ‘Travel pay,’ also referred to as ‘travel allowance,’ is and must be paid for travel both to
and from the job site, except those with special provisions listed under the classification. The rate is determined by
measuring the road miles one direction over the shortest practical maintained route from the dispatch city or the
employee's home, whichever is closer, to the center of the job.” See section H above for a list of dispatch cities.
K. Per Diem
ARM, 24.17.103(18), states “ ‘Per diem’ typically covers costs associated with board and lodging expenses. Per diem is
paid when an employee is required to work at a location outside the daily commuting distance and is required to stay at
that location overnight or longer.”
L. Apprentices
Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those
programs. Additionally, Section 18-2-416(2), MCA states, “…The full amount of any applicable fringe benefits must
be paid to the apprentice while the apprentice is working on the public works contract.” Apprentices not registered
in approved federal or state apprenticeship programs will be paid the appropriate journey level prevailing wage rate
when working on a public works contract.
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M. Posting Notice of Prevailing Wages
Section 18-2-406, MCA, provides that contractors, subcontractors, and employers who are “…performing work or
providing construction services under public works contracts, as provided in this part, shall post in a prominent and
accessible site on the project or staging area, not later than the first day of work and continuing for the entire
duration of the project, a legible statement of all wages and fringe benefits to be paid to the employees.”
N. Employment Preference
Sections 18-2-403 and 18-2-409, MCA require contractors to give preference to the employment of bona fide
Montana residents in the performance of work on public works contracts.
O. Projects of a Mixed Nature
Section 18-2-418, MCA states:
“(1) The contracting agency shall determine, based on the preponderance of labor hours to be worked, whether the
public works construction services project is classified as a highway construction project, a heavy construction project, or
a building construction project.
(2) Once the project has been classified, employees in each trade classification who are working on that project must be
paid at the rate for that project classification”
P. Occupations Definitions
You can find definitions for these occupations on the following Bureau of Labor Statistics website:
https://erd.dli.mt.gov/labor-standards/state-prevailing-wage-rates/building-construction-occupations
Q. Welder Rates
Welders receive the rate prescribed for the craft performing an operation to which welding is incidental.
R. Foreman Rates
Rates are no longer set for foremen. However, if a foreman performs journey level work, the foreman must be paid
at least the journey level rate.
S. Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Waste Water Treatment Plants The
proper classification for the following work is Pipefitter, when it is performed inside a building structure or performed
at a location which will later be inside of a building: Joining steel pipe larger than 12 inches in diameter with bolted
flange connections that has been pre-fabricated off site and does not require any modification such as cutting,
grinding, welding, or other fabrication in order to be installed. All other work previously classified as pipefitter
remains in that classification. The proper classification for that work when it is at a location that will always be
outside a building is Pipelayer, which is under the Laborer Group 3 classification.
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WAGE RATES
BOILERMAKERS
Wage Benefit
$34.12 $31.68
Duties Include:
Construct, assemble, maintain, and repair stationary steam
boilers, boiler house auxiliaries, process vessels, pressure
vessels and penstocks. Bulk storage tanks and bolted
steel tanks.
Travel:
All Districts
0-120 mi. free zone
>120 mi. federal mileage rate/mi.
Special Provision:
Travel is paid only at the beginning and end of the job.
Per Diem:
All Districts
0-70 mi. free zone
>70-120 mi. $65.00/day
>120 mi. $80.00/day
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BRICK, BLOCK, AND STONE MASONS
Wage Benefit
$35.95 $18.52
Travel:
0-20 mi. free zone
>20-35 mi. $30.00/day
>35-55 mi. $35.00/day
>55 mi. $78.00/day
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CARPENTERS
Wage Benefit
$32.75 $13.82
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $4.00/hr.
>60 mi. base pay + $6.00/hr.
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CEMENT MASONS AND CONCRETE FINISHERS
Wage Benefit
$22.85 $12.85
Duties Include:
Smooth and finish surfaces of poured concrete, such as
floors, walks, sidewalks, or curbs. Align forms for
sidewalks, curbs, or gutters. Rates for rebar workers can
be found under the Ironworkers classification.
Zone Pay: 0-30 mi. free zone >30-60 mi. base pay + $2.95/hr. >60 mi. base pay + $4.75/hr.
↑ Back to Table of Contents
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
7
CONSTRUCTION EQUIPMENT OPERATORS GROUP 1
Wage Benefit
$28.21 $13.65
This group includes but is not limited to:
Air Compressor; Auto Fine Grader; Belt Finishing; Boring
Machine (Small) 12 inch and under; Cement Silo; Crane, A-
Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20
Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-
End Loader, under 1 cu. yd; Oiler, Heavy Duty Drills;
Herman Nelson Heater; Mucking Machine; Oiler, All Except
Cranes/Shovels; Pumpman.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
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CONSTRUCTION EQUIPMENT OPERATORS GROUP 2
Wage Benefit
$30.04 $13.65
This group includes but is not limited to:
Air Doctor; Backhoe\Excavator\Shovel, up to and incl. 3 cu.
yds; Bit Grinder; Bitunimous Paving Travel Plant; Boring
Machine, Large; Broom, Self-Propelled; Concrete Travel
Batcher; Concrete Float & Spreader; Concrete Bucket
Dispatcher; Concrete Finish Machine; Concrete Conveyor;
Distributor; Dozer, Rubber-Tired, Push, & Side Boom;
Elevating Grader\Gradall; Field Equipment Serviceman;
Front-End Loader, 1 cu. yd up to and incl. 5 cu. yds; Grade
Setter; Heavy Duty Drills, All Types; Hoist\Tugger, All;
Hydralift Forklifts & Similar; Industrial Locomotive; Motor
Patrol (except finish); Mountain Skidder; Oiler,
Cranes\Shovels; Pavement Breaker, EMSCO; Power Saw,
Self-Propelled; Pugmill; Pumpcrete\Grout Machine; Punch
Truck; Roller, other than Asphalt; Roller, Sheepsfoot (Self-
Propelled); Roller, 25 tons and over; Ross Carrier; Rotomill,
under 6 ft; Trenching Machine; Washing /Screening Plant
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
↑ Back to Table of Contents
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
8
CONSTRUCTION EQUIPMENT OPERATORS GROUP 3
Wage Benefit
$29.75 $13.65
This group includes but is not limited to:
Asphalt Paving Machine; Asphalt Screed;
Backhoe\Excavator\Shovel, over 3 cu. yds; Cableway
Highline; Concrete Batch Plant; Concrete Curing Machine;
Concrete Pump; Cranes, Creter; Cranes, Electric Overhead;
Cranes, 24 tons and under; Curb Machine\Slip Form Paver;
Finish Dozer; Front-End Loader, over 5 cu. yds;
Mechanic\Welder; Pioneer Dozer; Roller Asphalt
(Breakdown & Finish); Rotomill, over 6 ft; Scraper, Single,
Twin, or Pulling Belly-Dump; YO-YO Cat Haul Truck,
Articulating Trucks, Vac Truck.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
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CONSTRUCTION EQUIPMENT OPERATORS GROUP 4
Wage Benefit
$30.75 $13.65
This group includes but is not limited to:
Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl.
44 tons; Crusher Operator; Finish Motor Patrol; Finish
Scraper.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
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CONSTRUCTION EQUIPMENT OPERATORS GROUP 5
Wage Benefit
$31.75 $13.65
This group includes but is not limited to:
Cranes, 45 tons up to and incl. 74 tons.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
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CONSTRUCTION EQUIPMENT OPERATORS GROUP 6
Wage Benefit
$32.75 $13.65
This group includes but is not limited to:
Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley
(All).
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
↑ Back to Table of Contents
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
9
CONSTRUCTION EQUIPMENT OPERATORS GROUP 7
Wage Benefit
$33.75 $13.65
This group includes but is not limited to:
Cranes, 150 tons up to and incl. 250 tons; Cranes, over
250 tons—add $1.00 for every 100 tons over 250 tons;
Crane, Tower (All); Crane Stiff-Leg or Derrick; Helicopter
Hoist.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.50/hr.
>60 mi. base pay + $5.50/hr.
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CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL
Wage Benefit
$23.08 $11.77
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.05/hr.
>60 mi. base pay + $4.85/hr.
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CONSTRUCTION LABORERS GROUP 2
Wage Benefit
$25.90 $11.77
This group includes but is not limited to:
General Labor; Asbestos Removal; Burning Bar; Bucket
Man; Carpenter Tender; Caisson Worker; Cement Mason
Tender; Cement Handler (dry); Chuck Tender; Choker
Setter; Concrete Worker; Curb Machine-lay Down; Crusher
and Batch Worker; Heater Tender; Fence Erector;
Landscape Laborer; Landscaper; Lawn Sprinkler Installer;
Pipe Wrapper; Pot Tender; Powderman Tender; Rail and
Truck Loaders and Unloaders; Riprapper; Sign Erection;
Guardrail and Jersey Rail; Spike Driver; Stake Jumper;
Signalman; Tail Hoseman; Tool Checker and Houseman
and Traffic Control Worker.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.05/hr.
>60 mi. base pay + $4.85/hr.
↑ Back to Table of Contents
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
10
CONSTRUCTION LABORERS GROUP 3
Wage Benefit
$26.07 $11.77
This group includes but is not limited to:
Concrete Vibrator; Dumpman (Grademan); Equipment
Handler; Geotextile and Liners; High-Pressure Nozzleman;
Jackhammer (Pavement Breaker) Non-Riding Rollers;
Pipelayer; Posthole Digger (Power); Power Driven
Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power and
Tamper.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.05/hr.
>60 mi. base pay + $4.85/hr.
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CONSTRUCTION LABORERS GROUP 4
Wage Benefit
$26.76 $11.77
This group includes but is not limited to:
Hod Carrier***; Water Well Laborer; Blaster; Wagon Driller;
Asphalt Raker; Cutting Torch; Grade Setter; High-Scaler;
Power Saws (Faller & Concrete);
Powderman; Rock & Core Drill; Track or Truck Mounted
Wagon Drill and Welder incl. Air Arc
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $3.05/hr.
>60 mi. base pay + $4.85/hr.
***Hod Carriers will receive the same amount of travel
and/or subsistence pay as bricklayers when requested to
travel.
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DIVERS
Wage Benefit
Stand-By $44.98 $17.84
Diving $89.96 $17.84
Depth Pay (Surface Diving)
0-20 ft. free zone
>20-100 ft. $2.00 per ft.
>100-150 ft. $3.00 per ft.
>150-220 ft. $4.00 per ft.
>220 ft. $5.00 per ft.
Diving In Enclosures
0-25 ft. free zone
>25-300 ft. $1.00 per ft.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $4.00/hr.
>60 mi. base pay + $6.00/hr.
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DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
11
DIVER TENDERS
Wage Benefit
$43.98 $17.84
The tender shall receive 2 hours at the straight time pay
rate per shift for dressing and/or undressing a Diver when
work is done under hyperbaric conditions.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $4.00/hr.
>60 mi. base pay + $6.00/hr.
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ELECTRICIANS
Wage Benefit
$35.59 $16.39
Travel:
No mileage due when traveling in employer’s vehicle.
The following travel allowance is applicable when traveling
in employee’s vehicle:
0-08 mi. free zone
>08-50 mi. federal mileage rate/mi. in excess of the
free zone.
>50 mi. $60.57/day
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INSULATION WORKERS - MECHANICAL (HEAT AND FROST)
Wage * Benefit *
$39.97 $19.87
Duties Include:
Insulate pipes, ductwork or other mechanical systems.
Travel: *
0-30 mi. free zone
>30-40 mi. $25.00/day
>40-50 mi. $35.00/day
>50-60 mi. $50.00/day
>60 mi. $60.00/day plus
▪ $0.56/mi. if transportation is not provided.
▪ $0.20/mi. if in company vehicle.
>60 mi. $100.00/day on jobs requiring an overnight stay
plus
▪ $0.56/mi. if transportation is not provided.
▪ $0.20/mi. if in company vehicle.
↑ Back to Table of Contents
* Amended 3/11/2022
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
12
IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS
Wage Benefit
$29.38 $27.05
Duties Include:
Structural steel erection; assemble prefabricated metal
buildings; cut, bend, tie, and place rebar; energy producing
windmill type towers; metal bleacher seating; handrail
fabrication and ornamental steel.
Travel:
0-45 mi. free zone
>45-60 mi. $45.00/day
>60-100 mi. $70.00/day
>100 mi. $90.00/day
Special Provision:
When the employer provides transportation, travel will not
be paid. However, when an employee is required to travel
over 70 miles one way, the employee may elect to receive
the travel pay in lieu of the transportation.
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LINE CONSTRUCTION – EQUIPMENT OPERATORS
Wage Benefit
$36.00 $16.92
Duties Include:
All work on substations
Travel:
No Free Zone
$60.00/day
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LINE CONSTRUCTION – GROUNDMAN
Wage Benefit
$29.09 $16.09
Duties Include:
All work on substations
Travel:
No Free Zone
$60.00/day
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LINE CONSTRUCTION – LINEMAN
Wage Benefit
$48.65 $18.03
Duties Include:
All work on substations
Travel:
No Free Zone
$60.00/day
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DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
13
MILLWRIGHTS
Wage Benefit
$39.68 $14.27
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $4.00/hr.
>60 mi. base pay + $6.00/hr.
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PAINTERS
Wage Benefit
$25.00 $0.00
Travel:
No travel or per diem established.
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PILE BUCKS
Wage Benefit
$32.75 $13.82
Duties Include:
Set up crane; set up hammer; weld tips on piles; set leads;
insure piles are driven straight with the use of level or plum
bob. Give direction to crane operator as to speed, and
direction of swing. Cut piles to grade.
Zone Pay:
0-30 mi. free zone
>30-60 mi. base pay + $4.00/hr.
>60 mi. base pay + $6.00/hr.
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PLUMBERS, PIPEFITTERS, AND STEAMFITTERS
Wage Benefit
$39.98 $20.26
Duties Include:
Assemble, install, alter, and repair pipe-lines or pipe
systems that carry water, steam, air, other liquids or gases.
Testing of piping systems, commissioning and retro-
commissioning. Workers in this occupation may also
install heating and cooling equipment and mechanical
control systems.
Travel:
0-70 free zone
>70 mi.
▪ On jobs when employees do not work consecutive
days: $0.55/mi. if employer doesn’t provide
transportation. Not to exceed two trips.
▪ On jobs when employees work any number of
consecutive days: $105.00/day.
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DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
14
SPRINKLER FITTERS
Wage Benefit
$35.66 $24.29
Duties Include:
Duties Include but not limited to any and all fire protection
systems: Installation, dismantling, inspection, testing,
maintenance, repairs, adjustments, and corrections of all
fire protection and fire control systems, including both
overhead and underground water mains, all piping, fire
hydrants, standpipes, air lines, tanks, and pumps used in
connection with sprinkler and alarm systems.
Travel
All Districts
The following travel allowance is applicable when traveling
in employee’s vehicle.
0-60 mi. free zone
>60-80 mi. $19.00/day
>80-100 mi. $29.00/day
>100 mi. $105.00/day.
Special Provision
When traveling >100 miles, mileage at $0.54/mi. + $8.59
for every 15 miles traveled at beginning and end of job.
The following travel allowance is applicable when traveling
in employer’s vehicle.
0-100 mi. free zone
>100 mi. $105.00/day
Special Provision
When traveling >100 miles, $8.59 for every 15 miles
traveled, at beginning and end of job.
Per Diem:
All Districts
No per diem is applicable when traveling in employee’s
vehicle
The following per diem is applicable when traveling in
employer’s vehicle.
0-100 mi. free zone
>100 mi. $105.00/day
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DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
15
TRUCK DRIVERS
Pilot Car Driver No Rate Established
Wage Benefit
Truck Driver $31.28 $9.37
Truck drivers include but are not limited to:
Combination Truck and Concrete Mixer and Transit Mixer;
Dry Batch Trucks; Distributor Driver; Dumpman; Dump
Trucks and similar equipment; Dumpster; Flat Trucks;
Lumber Carriers; Lowboys; Pickup; Powder Truck Driver;
Power Boom; Serviceman; Service Truck/Fuel
Truck/Tireperson; Truck Mechanic; Trucks with Power
Equipment; Warehouseman, Partsman, Cardex and
Warehouse Expeditor; Water Trucks.
Zone Pay:
All Districts
0-30 mi. free zone
>30-60 mi. base pay + $3.05/hr.
>60 mi. base pay + .$4.85/hr.
Special Provision:
Zone pay only applies to the Truck Driver classification. No
zone pay was established for Pilot Car Driver.
↑ Back to Table of Contents
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 010
SPECIAL PROVISIONS
Page 1 of 10
SPECIAL PROVISIONS
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
1. GENERAL
The work to be performed under this Contract includes the installation of a Cure-In-Place Pipe
liner in an 18” vitrified clay tile pipe bewteen S. Tracy and S. Black (near E. Cleveland Drive),
including supplying and installing the liner, video inspection and logging, traffic control, clean-up
and all other items incidental to construction.
All work shall be performed in accordance with applicable sections of the Montana Public Works
Standard Specifications Sixth Edition (MPWSS), and as further modified by the City of Bozeman
Modifications to MPWSS, Sixth Edition, which is hereby included as part of these Special
Provisions. All references to MPWSS sections, unless otherwise noted, are a reference to said
Montana Public Works Standard Specifications.
All correspondence and official authorization concerning the work shall be with the Project
Manager or their designated representatives as identified at the preconstruction conference.
Any changes in the Work or schedule not authorized by the above shall be deemed as
unauthorized and shall be done at Contractor’s risk at no cost to the City of Bozeman. All
damages, reparations, and costs thus incurred during the progress of such unauthorized work
shall be borne exclusively by the Contractor.
2. TIME OF COMMENCEMENT AND COMPLETION DATE
The beginning of the Contract Time shall be stated in a written Notice to Proceed written by the
Project Manager to the Contractor. In establishing the date when Contract Time begins, the
Project Manager will consider that the Contract time begins following delivery of the Notice to
Proceed. A separate Notice to Proceed may be issued for each separate or combined quote
schedule. Where multiple schedules are awarded under a single Contract, the Contract times
shall run concurrently, unless the City of Bozeman agrees to issue a separate Notices to Proceed.
The Contract Time will expire automatically after the number of calendar days stated as Contract
Time, except as the Contract Time may be extended by change order.
3. LIQUIDATED DAMAGES
Subject to the provisions of the Contract Documents, the City of Bozeman shall be entitled to
liquidated damages for failure of the Contractor to complete the work within the specified
Contract time.
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Section 010
SPECIAL PROVISIONS
Page 2 of 10
The Contractor agrees to pay liquidated damages for compensation to the City of Bozeman for
expenses incurred by the City of Bozeman during the Contract time overrun.
As compensation for expenses incurred, the Contractor shall be assessed a liquidated damage of
$500.00 per calendar day for each day that the work remains uncompleted beyond the Contract
period. Liquidated damages shall be paid by deduction from monthly progress payments and the
final payment.
4. COST LIMITATIONS
The City of Bozeman reserves the right to eliminate or reduce certain proposal items from the
project following the quote opening to make the project financially feasible with the limitations
of the funds allocated for this project. The determination of which items shall be eliminated shall
be the responsibility of the City of Bozeman.
5. NAMES, PRODUCTS AND SUBSTITUTIONS
Where products or materials are specified by manufacturer, trade name, or brand, such
designations are intended to indicate the required quality, type, utility, and finish. Requests for
proposed substitution shall include complete specifications and descriptive data to prove the
equality of proposed substitutions. Substitutions shall not be made without the written approval
of the City of Bozeman. No substitutions will be considered until after Contract award.
6. APPROVAL OF EQUIPMENT AND MATERIALS
The Contractor shall furnish to the City of Bozeman or its Engineer for approval the name of the
manufacturer of machinery, mechanical and other equipment and materials which they
contemplate using in execution of the work, together with the performance capacities and such
other information which may be pertinent or required by the City of Bozeman.
7. CONTRACTOR'S QUALIFICATIONS
The Contractor shall show evidence that they have the finances, organization, and equipment to
perform the work with a limited number of subcontractors. The Contractor will be required to
have a full-time resident General Superintendent on the job at all times while the work is in
progress. They shall be in a position to direct the work and make decisions either directly or
through immediate contact with their superior. Absence or incompetence of the superintendent
shall be reason for the City of Bozeman to stop all work on the project.
8. WARRANTY
If, within two years after acceptance of the work by the City of Bozeman, any of the work is found
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 010
SPECIAL PROVISIONS
Page 3 of 10
to be defective or not in accordance with the Contract Documents, and upon written notice from
the City of Bozeman, the Contractor shall correct any work beginning within seven (7) calendar
days of said written notice. Should the Contractor fail to respond to the written notice within
the designated time, the City of Bozeman may correct the work at the expense of the Contractor.
9. SCHEDULING
Prior to or at the preconstruction meeting, the Contractor shall provide the Project Manager the
following schedules:
A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order, timing, and
progress in which the Contractor proposes to prosecute the work. This schedule shall be in Bar
Graph, CPM or PERT format. The schedule shall be updated and re-submitted as necessary to
reflect project changes.
B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that
will become due to the Contractor in accordance with the Construction Progress Schedule.
C. A TRAFFIC CONTROL PLAN detailing the methods and means of controlling traffic for
the specific conditions involved with each construction schedule.
The Contractor shall limit working hours to 8:00 a.m. to 5:00 p.m., Monday through Friday. No
work shall be done outside of these hours unless specifically approved by the Project Manager.
10. PRECONSTRUCTION CONFERENCE
After the Contract(s) have been awarded, but before the start of construction, a conference will
be held at the jobsite on Westridge, for the purpose of discussing requirements on such matters
as project supervision, on-site inspections, progress schedules and reports, payrolls, payment to
contractors, Contract change orders, insurance, safety, and any other items pertinent to the
project. The Contractor shall arrange to have all supervisory personnel and a representative from
each of the affected utility companies connected with the project on hand to meet with a
representative of the City of Bozeman to discuss the project and any problems anticipated.
11. SHOP AND FABRICATION DRAWINGS
The Contractor shall prepare and submit fabrication drawings, design mix information, material
testing compliance data, and other data, in accordance with the General Conditions. Following
review, the Contractor shall resubmit copies of any drawings which required revision or
correction.
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 010
SPECIAL PROVISIONS
Page 4 of 10
Any review by the City of Bozeman will not relieve the Contractor from responsibility for errors
or omissions, inadequate design performance requirements, schedule requirements, and proper
operation of any item required under the Contract. Notwithstanding any such review, Contractor
shall remain solely responsible for full and complete performance in accordance with the terms,
conditions, provisions, drawings and specifications set forth in the Contract Documents.
12. UNDERGROUND UTILITIES
The Contractor shall be responsible for checking with the owners of underground utilities such
as the City, County, power and telephone companies, etc. as to the location of their underground
installations in the project area. The Contractor shall be solely responsible for any damage done
to these installations due to failure to locate them or to properly protect them when their
location is known.
It shall be solely the responsibility of the Contractor to fully coordinate their work with the
agencies and to keep them informed of their construction activities so that these vital
installations are fully protected at all times.
A Montana One-call system, phone number 1-800-424-5555 has been set up to facilitate requests
for underground facility locate information. The Contractor is responsible for contacting the One-
call system prior to any excavation.
13. EASEMENTS, RIGHTS-OF-WAY, ADJOINING PROPERTY
The Contractor shall contain all of their construction operations within the easements and rights
of way unless written approval is secured from the City of Bozeman of the adjoining property or
written approval is given by the City of Bozeman to utilize the adjacent land area.
14. TRAFFIC CONTROL
B. General. The Contractor shall at all times conduct their operations so that there is a
minimum interruption in the use of the City of Bozeman's streets affected by the work. Exact
procedures in this respect shall be established in advance of construction with the City Engineer.
Barricade function, design and construction shall conform to the latest edition of the Manual on
Uniform Traffic Control Devices (MUTCD) and the Standard Specifications for Road and Bridge
Construction of the State Highway Commission of Montana latest Edition.
Should construction of the project require the closure of any streets, roads or highways or require
night-time or long-term traffic control, the Contractor will be required to prepare a detailed
TRAFFIC CONTROL PLAN to address the methods and means of controlling traffic under the
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Section 010
SPECIAL PROVISIONS
Page 5 of 10
specific conditions. Traffic control plans shall be in conformance with the requirements of the
Manual on Uniform Traffic Control Devices. In regards to closures, the plan shall include specific
details on traffic detours and estimated durations of the closures. Details of signing, barricades,
flagging and other traffic control devices shall be presented. The Traffic Control Plan shall be
approved by the City of Bozeman prior to construction. The Contractor may be required to modify
or adjust a traffic control set-up to fit specific field conditions encountered during construction.
C. Traffic Access. Construction work shall be programmed by the Contractor so that local
traffic will have continuous access within one block of any given property. It shall be the
responsibility of the Contractor to notify all affected residents in the area of programmed work,
of street closures, parking requirements and restrictions, and any other conditions, a minimum
of twenty-four (24) hours prior to beginning work within the affected area. All signing,
barricades, and other traffic control measures shall be provided by the Contractor.
D. Warning Signals. All streets, roads, highways and other public thoroughfares which
are closed to traffic shall be protected by means of effective barricades on which shall be placed,
mounted or affixed acceptable warning signs. Barricades shall be located at the nearest
intersecting public highway or street on each side of the blocked section.
All open trenches and other excavations within the construction area shall be provided with
suitable barriers, signs and lights to the extent that adequate public protection is provided. All
abrupt grade changes greater than one inch which traffic is required to pass over; and
obstructions, including but not limited to, material stockpiles and equipment shall be similarly
protected.
All barricades and obstructions shall be illuminated by means of warning lights at night. All lights
used for this purpose shall be kept burning from sundown to sunrise.
E. Notifications. The Contractor shall coordinate all of the Contractor’s construction
activities to minimize conflicts at the work site, off-site events, or other construction projects
nearby. The Contractor shall notify all affected residents and businesses, the Bozeman Police,
Fire, Street, and Sanitation Departments, Laidlaw Bus Service, Streamline Bus Service, AMR
Ambulance Service, and Allied Waste Services of all planned street closures a minimum of 24
hours before any actual street closure. In addition, all businesses affected by a street closure
shall be given seven (7) days advance notice of the upcoming street closure. The Contractor shall
maintain a log of all advance notifications that have been made for each street segment
construction site. Prior to closure of any collector or arterial street, the Contractor shall prepare
a news release announcing the upcoming street closure which shall specify at a minimum the
impact of the construction upon the public and the duration of the work. At least three days
prior to the street closure, the Contractor shall submit the news release to all local news media,
and shall cause the news release to be published as a display ad in the Bozeman Daily Chronicle.
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F. Signalized Intersections. The Contractor shall coordinate with the City of Bozeman
Street Department and the Montana Department of Transportation when working in or near a
signalized intersection. Signals shall not be disrupted without prior approval by City of Bozeman
Street Department and the Montana Department of Transportation.
G. Work Methods.
1. The Contractor shall position all traffic control devices according to plan prior
to positioning personnel or equipment on the traveled way.
2. The Contractor shall inspect and check the work zone traffic control frequently
including weekends, holidays, and other non-working days, and shall correct any
deficiencies discovered. The Contractor shall keep a log of all inspections.
3. Construction traffic control devices shall be removed or covered when they
are not being used for construction activities.
4. If the Contractor fails to correct a deficiency in the traffic control system that
the Engineer deems a necessary traffic control modification to expedite the
movement of traffic or an emergency hazard to life and/or property, the City of
Bozeman may correct the deficiency and be reimbursed for all costs from the
next progress payment to the Contractor.
5. Flagging shall be only performed by certified and properly equipped
flagpersons. Flagging shall be done as described in the booklet “Instructions to
Flagpersons” published by the Montana Department of Transportation.
6. Sidewalks and crosswalks shall remain free of debris and open to pedestrians
to the greatest extent possible. When necessary pedestrian detours shall be
established or the sidewalk shall be properly closed to travel in accordance with
the MUTCD and City of Bozeman requirements.
7. The Contractor shall schedule the work to minimize inconvenience to the City
of Bozeman and to adjacent property owners and to minimize interruptions to
utility service and through traffic. The Contractor shall maintain vehicular access
to local businesses at all times. Work shall be scheduled so as to minimize
disruptions to local mail and freight delivery. The Contractor shall maintain
vehicular access to residences able to be used after each shift.
Street closures shall be closures to through traffic with local traffic allowed.
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Provide channelization, flaggers, or other measures necessary to allow the safe
passage of local vehicles to access residences that are within the work zone but
not blocked by construction. Notify all residents at least 24 hours in advance of
any access restrictions for individual approach or street closures. Schedule work
such that individual approach closures last no more than a single shift.
The Contractor shall utilize whatever means they deem necessary to allow traffic
on driveway curbs and aprons a maximum of 10 days after they are poured
unless approval is specifically granted by the home owners to leave them closed
for a longer period of time. The Contractor will be responsible for any cracking
or broken sidewalk that may result from use of the driveways.
8. The Contractor shall designate one (1) employee whose primary purpose shall
be to coordinate traffic control and shall provide a 24 hour per day telephone
number or numbers to contact this person.
15. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL
The Contractor is responsible for proper disposal of all waste soils, materials, and slurries unless
otherwise directed herein. Where waste materials are disposed on private property not owned
by the Contractor, evidence of property owner's written permission shall be obtained and
provided to the City of Bozeman. Contractor shall comply with all Local, State, and Federal laws
and regulations pertaining to fill in wetlands and floodplains. The Contractor shall dispose of all
refuse and discarded materials in an approved location.
This project is less than one acre in area and therefore a Construction Stormwater Permit (Permit)
for Sites Less than One Acre is required to be submitted to the City of Bozeman Stormwater
Division. Compiling and submitting the Permit is the responsibility of the Contractor. This Permit
must be approved by the City of Bozeman prior to any construction activities.
The Contractor shall exercise all reasonable precautions throughout the life of the project to
prevent pollution or siltation of the City of Bozeman’s stormwater system, rivers, streams or
impoundments. Pollutants such as chemicals, slurries, fuels, lubricants, bitumens, raw sewage,
and other harmful wastes shall not be discharged into the city stormwater system or into or
alongside of rivers, streams, impoundments or into natural or manmade channels leading
thereto. In addition, the Contractor shall conduct and schedule their operations to avoid
muddying or silting of rivers, streams or impoundments. The Contractor shall meet the
requirements of the applicable regulations of the Montana DEQ, Department of Fish, Wildlife and
Parks, Department of Health and Environmental Sciences and other State or Federal regulations
relating to the prevention or abatement of water pollution and siltation. The Contractor's
specific attention is directed to the Montana Water Quality Act and the Montana Stream
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Preservation Act.
The Contractor shall be responsible for obtaining any required discharge permits associated with
groundwater de-watering operations and stormwater runoff. All debris or waste materials shall
be cleaned up by the end of the work day. The Contractor is responsible for required Permit
inspections, corrective actions, and documentation as well as BMP installation, inspections,
maintenance, and removal upon project final stabilization.
16. PROTECTION OF EXISTING PAVEMENT
All equipment shall be fitted with pads on the outriggers and other accessories as necessary to
prevent damage to existing pavement during the course of the project. Any damages to
pavement shall be corrected by the Contractor, at their expense, in a manner as directed by the
Project Manager.
17. MANHOLES, VALVE AND MONUMENT BOXES
All manholes, valve and monument boxes shall be protected with heavy builder’s paper until final
coating and compaction has occurred. Contractor shall dig out and clean completely all boxes
and manholes which are not protected. All manholes and boxes which are at the edges of the
defined limits of construction shall be treated as if they are completely within the construction
area and the area immediately surrounding the raised and/or protected manholes and boxes
shall be feathered in so as to provide a gradual transition over such manhole and/or box.
It is imperative that manholes and valve boxes be accessible to the City of Bozeman for
emergency maintenance of its utilities. The Contractor shall schedule their work to provide timely
access to manholes and valve boxes. Manholes, and valve and curb boxes overlaid by the
Contractor and not immediately re-exposed shall be subject to being uncovered by City of
Bozeman crews without notice in response to emergency maintenance needs. The Contractor
shall be responsible for reasonable restoration at no cost to the City of Bozeman.
18. OPERATION OF EXISTING VALVES
All existing City of Bozeman water main valves shall be operated by authorized personnel of the
City of Bozeman only. The Contractor shall not operate any existing valves without the written
consent of the City of Bozeman.
19. SALVAGEABLE ITEMS
Any items removed from the existing system under the terms of this Contract shall remain the
property of the City of Bozeman. Should the City of Bozeman choose not to accept any
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salvageable items, then the Contractor shall dispose of those items at their expense at a site or
landfill acceptable to the Project Manager. Any costs for the above referenced work shall be at
the Contractor’s expense.
20. ACCESS TO RECORDS
The Contractor shall allow access to any books, documents, papers and records which are directly
pertinent to this Contract by the City of Bozeman, State or Federal agencies, or any of their duly
authorized representatives for the purpose of making an audit, examination, excerpts or
transcriptions.
21. INSURANCE
Insurance coverage required under this Contract shall extend, at a minimum, to the end of the
Contract time.
22. PROTECTION OF TREES, SPRINKLER SYSTEMS, AND PROPERTY PINS
Prior to initiation of any excavation or removal of existing curb, the Contractor shall cut all tree
roots at the back limits of excavation with a Vermeer root cutter or other similar machine capable
of cutting the roots in a neat clean, fashion from existing ground to subgrade elevation.
Indiscriminate ripping of tree roots will not be permitted. The method and equipment to be used
shall be submitted to the Project Manager for approval prior to the start of work. In addition,
the Contractor shall take special care when working around trees to avoid any unnecessary
damage to the branches or the trunks of trees. Protective barriers shall be placed around trees
as necessary to prevent inadvertent damage by equipment.
The Contractor shall take care to locate any existing sprinkler heads or lines prior to
excavation. Any sprinkler systems which are damaged shall be repaired by the Contractor. The
Contractor shall be responsible for preserving existing property pins in the field. The cost of
resetting property pins removed by the Contractor shall be the responsibility of the Contractor.
23. UNSCHEDULED EMPLOYMENT OF CITY WATER/SEWER SERVICE WORKERS
One City of Bozeman Water/Sewer Operations Department service worker will be available 7:15
AM till 5:15 PM Monday-Friday with the exception of City of Bozeman recognized holidays, when
water and sewer main replacement work is required. Work scheduled outside these times with
less than 24 hours’ notice will be billed at 1.5 times the service worker’s base pay rate of $ 28.00
per hour. Call outs (emergency response with no notice) will be billed 2 hours double the
employee’s base rate. Each succeeding hour thereafter 1.5 times the base rate.
The Contractor is required to respond to affected property owners within the project and resolve
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complaints/issues that are raised. If the City of Bozeman is contacted due to non-responsiveness
on the part of Contractor, the City of Bozeman will resolve the issue and charge the Contractor
for its time at the rates provided for in this section.
24. DELAYS
The Contractor shall schedule the Work to be completed within the Contract Time(s) stipulated
in the Agreement, including an allowance for time lost due to abnormally cold weather, abnormal
precipitation, or other natural phenomena. Time extensions will not be granted for rain, wind,
flood, or other natural phenomena of normal intensity for the locality where Work is
performed. Such events will not constitute justification for an extension of time unless agreed
upon by both the Project Manager and Contractor, and the total time lost to such events exceeds
5% of the Contract Time. For purposes of determining extent of delay attributable to unusual
weather phenomena, a determination shall be made by comparing the weather for a minimum
continuous period of at least one-fourth of the Contract Time involved with the average of the
preceding 5 –year climatic range during the same time interval based on U.S. Weather Bureau
statistics for the locality where the Work is performed.
25. CONSTRUCTION TRAFFIC ROUTES
To the greatest extent possible, the Contractor shall utilize the arterial and collector streets in
the area for access to and from the site. This includes general construction traffic in addition to
the transport of equipment and materials to and from the site. The streets in the area that meet
this designation include South 3rd Avenue and Kagy Boulevard. The Contractor shall receive prior
approval from the Project Manager in order to use any local residential streets for a short term
construction traffic route.
26. CONSTRUCTION STAKING
The Contractor will be responsible for all layout for construction. The Contractor will be provided
with an electronic version of the plans in AutoCad format and scalable hard copies of the Contract
drawings. Discrepancies between drawings, specifications, and existing conditions shall be
referred to the Project Manager for adjustment before work is performed.
Construction Staking. Due to the nature of this project, construction staking by a licensed
professional surveyor is not required.
Prior to commencing the work, the Contractor shall carefully check all drawings that in any way
impact the location or elevation of the work to be executed by them, and should a discrepancy
be found, they shall immediately report the same to the Project Manager for verification and
adjustment. Any duplication of work made necessary by failure or neglect on the part of the
Contractor to comply with this requirement shall be done at their sole expense.
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MEASUREMENT AND PAYMENT
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Measurement and Payment
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
The quantities listed in the Quote Form are estimates for the purpose of quoting only. Payment to
the Contractor will be made based on the actual satisfactorily completed work quantities measured
in the field. Under the terms of this contract, the unit price as contained in the Quote Form shall be
applicable to quantity overruns.
The following measurement and payment sections do not necessarily name every incidental item
required by the Contract Documents to complete the work. Cost of all such incidental items shall be
included in the various related bid items.
Item 101: (Taxes, Bonds, Insurance) To be paid on the first progress pay estimate one-hundred
percent (100%) upon mobilization to begin construction, only if the bid price for this item is less than
five percent (5%) of the total price. For that portion of the taxes, bonds, and insurance greater than
five percent (5%), if any, payment shall be made on the basis of the percentage of the work
completed of each progress estimate.
Item 102: (Mobilization) Fifty percent (50%) to be paid on the first progress estimate when mobilizing
to begin construction, and fifty percent (50%) to be paid following substantial completion and
acceptance of the work.
Item 103: (Dewatering and Plan) A Dewatering Plan must be submitted to the City prior to
construction. Measurement and payment shall be on a lump sum basis to complete, submit and
comply with these documents.
Item 104: (CIPP Liner – 18 inch) Measurement and payment shall be on a lump sum basis for
installation of the cure-in-place pipe linter as specified on the Project Drawings. This bid item shall
include installation, trimming, dewatering, clean up and waste disposal, video inspection and report.
This bid item shall also include protection, of existing utility lines and all materials, labor, tools, and
equipment necessary to complete the work.
Item 105: (Traffic Control) Measurement and payment shall be on a lump sum basis to furnish and
maintain traffic control measures on all segments of the pipe lining work site, including S. Tracy / E.
Cleveland intersection, and in the Springdell Apartments parking lot (contact provided by City staff).
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STANDARD DRAWINGS
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SUMMARY OF WORK Sec 013 - 1
DIVISION 1 - GENERAL
REQUIREMENTS SECTION 013 -
SUMMARY OF WORK
PART 1 - GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS:
The following sections generally describe the project. Exact quantities of unit price items are identified on the bid form. Detailed technical specifications and the construction drawings take precedence over these general descriptions in the case of any conflicts.
A.General
The South Tracy Stormwater Rehabilitation Project consists of 189 lineal feet of stormwater rehabilitation of existing 18-inch diameter (nominal) vitrified clay and HDPE pipe with cured-in-place pipe (CIPP). The stormwater main is located within a residential area east of the intersection of West Cleveland Street and South Tracy Avenue. Completion of this work will
include pre-installation inspection, cleaning, bypass pumping operations, and CIPP lining
installation. Resin used for the CIPP shall be non-styrene, VOC-free resin. All work will be completed within existing City of Bozeman road right-of-way and stormwater utility easements.
B.Stormwater Trunk Main Improvements
1.Due to the location of the stormwater pipeline and proximity of the stormwater
discharge to surface water, the CIPP resin shall be a non-styrene, VOC-free resin.
2.Provisions for bypass pumping will be required. The CONTRACTOR shall provide abypass pumping plan for base flow and emergency operations if there is a storm event
during the CIPP installation. Base flow pumping operations shall assume a flow of
approx. 50 gpm or less, to be verified by the CONTRACTOR at the time of construction.The CONTRACTOR shall have emergency bypass pump(s) and piping on-site andready to deploy in the event that there is a storm during the CIPP installation. It is theCONTRACTOR’s responsibility to verify the required bypass pump rates and be
prepared with appropriate bypass pumping capacity. The Contractor shall give
consideration to the weather pattern when preforming the work.
3.The City completed video inspection of the existing stormwater main in 2022 to verify
suitability for lining and check for any impassable sections. The video inspection files
are available for review upon request from the CONTRACTOR. Based upon the 2022video inspection, the mains were found to be in satisfactory condition for lining.
4.The 2022 video inspection identified no service connections to the stormwater main.
5.The pre-insertion video inspection shall include video with distance recording and
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inspection of the pipeline condition, cleaning and removal of roots. Copies of the
printed video summaries with the service locations identified shall be provided to the
City upon completion.
6.Discharge to the downstream stormwater manhole is strictly prohibited throughout theproject. All water and debris associated with the project, including but not limited tocleaning and CIPP inversion, cure, steam condensate, cool down and flush water, and
material shall be collected by the CONTRACTOR and disposed of off-site in a lawful
manner.
a.Pipeline Cleaning: The disposal of water and debris collected during the initialpipeline cleaning may be disposed of at the City’s Stormwater SedimentationCollection Facility (US Hwy 10 & Moss Bridge Road). The CONTRACTOR
shall coordinate with the OWNER for facility usage and discharge requirements.
b.CIPP Installation: Water and debris associated with the installation of the CIPPliner, inversion, cure, steam condensate, cool down and flush water, may bedisposed in the City’s wastewater collection system at a dump site located at theCity’s Vehicle Maintenance Facility, 1812 North Rouse Avenue. Prior to
discharge the CONTRACTOR shall sample the process water and submit third-
party laboratory analysis for volatile organic compounds (VOCs). The analyticalresults shall demonstrate the absence of styrene, diethyl hexyl phthalate (DEHP)and other VOCs that can not be removed in the City’s Water ReclamationFacility. If the presence of non-destructive VOCs exist, the CONTRACTOR
shall dispose CIPP installation water off-site in a lawful manner at no additional
expense to the OWNER.
1.02 PRELIMINARY MATTERS
A.Survey Markers and Monuments. The CONTRACTOR shall protect and not disturb any
survey markers or monuments, such as lot or block corners, property pins, or section corners or
section breakdown corners. Any survey marker or monument that is disturbed or destroyed by the CONTRACTOR shall be replaced at no cost to the OWNER by a licensed land surveyor at the CONTRACTOR’s expense. The CONTRACTOR shall engage the services of a registered land surveyor to tie the existing corner prior to construction, to punch the corner location on the new
monument following construction, and to file a Certified Corner Recordation form with the Gallatin
County Clerk and Recorder. Care shall be taken not to disturb the survey monument following installation.
1.03 PROJECT COORDINATION
A.Use of Premises.
The CONTRACTOR shall confine his operations to existing right-of-way and designated construction corridors at the site of the proposed work.
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B.Construction Staking:
The CONTRACTOR is responsible for any construction staking needed for the project.
C.Stored Materials
1.It shall be understood that the responsibility for protection and safekeeping of equipment
and materials on or near the site will be entirely that of the CONTRACTOR and that no
claim shall be made against the OWNER by reason of any act of an employee ortrespasser. No materials or equipment may be placed upon the property of the OWNERuntil the OWNER has agreed to the location contemplated by the CONTRACTOR to beused for storage.
a.Subject to the contract conditions, project funding will allow for payment forMaterials in Storage for the materials to be used in this project.
2.The CONTRACTOR shall be solely responsible for obtaining and shall pay all costs in
connection with any additional work area, storage sites, and access to the site, or temporary
right-of-way, which may be required for proper completion of the Work.
1.04 EXISTING FACILITIES
A.Protection of Existing Utilities
Existing underground installations such as water mains, gas mains, sewers, stormwater, telephone
lines, power lines, and buried structures in the vicinity of the work to be done hereunder are indicated on the drawings only to the extent such information has been made available to or discovered by the ENGINEER in preparing the drawings. There is no guarantee as to the accuracy or completeness of such information, and all responsibility for the accuracy and completeness thereof is expressly
disclaimed.
CONTRACTOR shall be solely responsible for locating all existing underground installations, including service connections, in advance of excavating or trenching, by contacting the owners thereof and prospecting. The CONTRACTOR shall use his own information and shall not rely solely
upon information shown on the drawings concerning existing underground installations. The
CONTRACTOR shall protect utilities during excavation and repair all damage to existing utilities or property to the satisfaction of the utility owner or property owner at his own expense.
If any existing underground utility or facility not shown on the drawings is located so that it interferes
with the work in either alignment or grade and has to be moved or otherwise modified, such work
shall be done by the CONTRACTOR, and adjustment in payment will be made according to the GENERAL CONDITIONS. Except as stated above, any delay, additional work or extra cost to the CONTRACTOR caused by existing underground installation shall not constitute a claim for extra work, additional payment, or damages.
Privately owned utilities, such as gas mains, underground electrical and telephone cables, telephone
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poles, light poles, etc., required to be moved to make way for new construction will be moved by
others unless designated otherwise on the plans.
However, the CONTRACTOR shall be responsible for contacting all utilities companies associated with this project to determine additional costs that may be associated with these utilities. These costs shall be incidental to the bid price.
Temporary service shall be provided by the CONTRACTOR during any period when utility lines are disturbed unless the CONTRACTOR makes other arrangements with the utility users and of existing utility lines, if interrupted, shall be restored as quickly as possible. Do not interrupt existing utility services without written permission from ENGINEER.
The CONTRACTOR shall coordinate with the utility companies for the protection or adjustment of existing utilities in the vicinity of the work and shall have utility company representatives present when necessary to support utility poles or buried utility lines while working adjacent to such utilities. The CONTRACTOR shall pay all costs associated with having utility company representatives on
the site for this work and shall include these costs in the price bid for related items of work. The
CONTRACTOR shall utilize the one call utility locate request number, as required for any excavation work in Montana (1-800-424-5555). Additional utility contact numbers include but may not be limited to the following:
1.The OWNER, ENGINEER and Northwestern Energy personnel must be notified
at least 48 hours in advance prior to exposing utilities owned by NorthwesternEnergy. Utilities are not to be backfilled until Northwestern Energy personnel havephysically inspected each crossing to ensure the utilities are not damaged prior tobackfilling. Revisions to these requirements shall be arranged with Northwestern
Energy, ENGINEER and OWNER.
a.Northwestern Energy Contacts for Coordination: Korey Gram (406-274-5920);Kory.Graham@northwestern.com2.City of Bozeman Stormwater: Russell Smith (406) 582-29373.City of Bozeman Water/Sewer: (406) 582-3200 (office)
4.CenturyLink: (855)742-6062
5.Qwest: (800) 283-4237
B.Protection of Existing Structures
Where construction will be required adjacent to existing structures, the CONTRACTOR shall be solely responsible to maintain the structural integrity of the existing structures. The
CONTRACTOR shall take whatever means necessary to ensure that the existing structure is not
damaged and, if necessary, shall install shoring or sheet piling or change the size or type of construction equipment. CONTRACTOR shall not use the existing features as anchors to fasten ropes,
chains, or guys without prior written approval. The CONTRACTOR shall repair all damage to the existing structures at his own expense. Any fences disturbed during construction shall be repaired
to the satisfaction of the OWNER. Any delay, additional work, or extra cost to the
CONTRACTOR caused by existing structures shall not constitute a claim for extra work, additional payment or damages. Unless otherwise noted on the Construction Drawings, all existing
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ditches disturbed by construction shall be restored to their original size, line, and grade.
C.Damage to Existing Property:
The CONTRACTOR will be held strictly responsible for all damages to persons or property that occur as a result of his fault or negligence. The CONTRACTOR shall promptly notify the ENGINEER and the property owner of any damage which is his responsibility. In order to adequately protect the OWNER against claims, demands, or liabilities arising out of the
CONTRACTOR's construction operations under this contract, the ENGINEER may withhold such
sums as he may deem appropriate from progress payments due the CONTRACTOR until the matter is settled. The OWNER may withhold final payment until the CONTRACTOR presents evidence which is satisfactory to the OWNER that all proper claims which are the responsibility of the CONTRACTOR have been settled. All damage to existing property shall be repaired to the
satisfaction of the ENGINEER, at no cost to the OWNER.
D.Field Check of Existing Structures
The dimensions and elevations of existing structures and locations of existing pipe lines, pipe sizes, utilities, conduits, cables, property lines, and equipment shown on the drawings were obtained from available records, and geographic information systems (GIS) and are not guaranteed for accuracy.
It shall be the responsibility of the CONTRACTOR to check all dimensions, sizes, and elevations of existing structures, pipelines, conduits, cables, equipment, or other existing items, both above and below ground, affected by or affecting the Work under this contract, prior to the start of construction or ordering materials and equipment affected thereby.
The CONTRACTOR's attention is directed to the Instructions to Bidders which requires that each bidder visit the site of the Work to familiarize himself with the arrangement and condition of existing construction that is to be connected to or that is to remain in place.
E.Fiber Optic Cables. Special attention shall be paid to crossings of any fiber optics cables
and where the carrier pipes have been capped with concrete. In some cases, the bottom portion of the piping may not be not supported by the concrete cap. CONTRACTOR shall take special precautions in supporting and excavating under these crossings.
1.05 WORK SEQUENCE/SCHEDULE:
A.General
1.Upon award of the project the Contractor will be allowed to collect fieldinformation necessary to order/procure the CIPP liner materials. A suspend work
order will be issued, at the request of the Contractor, to postpone the CIPPinstallation until materials can be onsite and suitable weather. The intent of thedelayed start is to circumvent storm events that may impact the CIPP construction
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process.
2.All work shall be completed by October 1st, 2023
3.The CONTRACTOR shall schedule the work to minimize inconvenience to theOWNER and to adjacent property owners to minimize interruptions to utility service.This shall include minimizing obstructions to local traffic. Close coordination will berequired between the CONTRACTOR, OWNER, ENGINEER, and utility service
companies, law enforcement, fire department and ambulance services.
4.The CONTRACTOR shall be responsible for coordination of public notification ofthe residences and businesses affected by the daily work activities. Notificationshall be provided at least 48-hours in advance of the work. Notification noticesshall provide the date and estimated time(s) and duration that stormwater service
will be interrupted, construction schedule, contact numbers of both theCONTRACTOR and OWNER and a brief description of the work to beperformed. Notices shall be approved by the OWNER prior to issuing. TheCONTRACTOR shall work closely with the OWNER in coordinating andscheduling work.
a.CONTRACTOR shall submit a proposed public notice for review and approval
prior to distribution. Distribution of the notices shall be completed by theContractor, coordinated with the OWNER and ENGINEER, and discussed eachweek at weekly field construction meetings to communicate the week’s scheduleof work and coordinate communication with impacted properties and the
respective services.
b.At a minimum, notices shall address street and alleyway closure and duration,presents of hazardous materials, and recommendations for business andresidential owners during construction.
5.The utility service companies such as power, gas, telephone, and communication shall
be contacted at least 48 hours in advance of when locating of services will be required.
6.The project schedule will include bidding, award and issuance of the Notice toProceed in accordance with the time requirements of the General Conditions. TheOwner will issue a Suspend Work Order to allow work to proceed under favorableweather conditions.
1.06 ENVIRONMENTAL CONTROLS
A.Keep project neat, orderly, and in a safe condition at all times. Provide on-site containers for collection of rubbish and dispose of it at frequent intervals during the progress of work. No
burning of debris will be permitted. No trash shall be disposed of in the trench or excavations.
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B.The CONTRACTOR shall sweep paved areas and water unpaved dry areas as deemed
necessary by the ENGINEER to control soil dust, specifically on detour routes.
C.CONTRACTOR shall protect all stormwater inlets and drainage swales to control soil erosion until vegetation is restored.
D.Volatile Wastes: Keep volatile wastes in covered containers.
E.CONTRACTOR shall dispose of all oil and petroleum products in an appropriate manner off-site. This requirement shall include any and all materials used for clean-up of such materials.
F.Tracking of Soil or Mud: Tracked soil or mud onto existing roads is to be cleaned by the CONTRACTOR to the satisfaction of the ENGINEER.
G.Night Work. Night work shall be allowed only with written approval of OWNER.
Emergency work may be done without prior permission.
H.Coordination with Subcontractors. All work shift times of the Prime Contractor and his subcontractors shall coincide with each other to prevent extending the total hours of work in a single day.
I.Working Hours and Noise Restriction. Contractor shall comply to City of Bozeman Municipal Code 16.06.00. To minimize construction noise impacts on the local residents, no construction activities will be allowed between the hours of 8:00 p.m. and 6:00 a.m., unless explicitly allowed by the OWNER in writing. Additionally, CIPP construction operations shall not
be completed during public events within the Downtown corridor. Construction schedule shall be
coordinated with the OWNER.
J.Adverse Weather Conditions. The CONTRACTOR is advised that should he request a prolonged adverse weather shutdown (i.e. winter shutdown) and should such a shutdown be
approved by the OWNER, all work on the project shall cease. CONTRACTOR shall be issued a
suspend work order when the work stops and a resume work order when the work commences. The time associated with this suspension of work will not be assessed against the contract time. The ENGINEER will not be available for work inspection during such shutdowns and any work completed by the CONTRACTOR during such a shutdown will not be accepted by the
ENGINEER.
In no case will an adverse weather shutdown be approved by the OWNER when construction work is only partially completed. Where the OWNER approves a shutdown, the CONTRACTOR shall restore all utility services to users in the construction area, and open up traffic access in the
construction area.
The CONTRACTOR shall provide periodic road maintenance during any shut down period. Materials for this maintenance shall be consistent with the conditions of the roadway. Paved streets shall be maintained with cold mix, and gravel streets shall be maintained with gravel, each of
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SUMMARY OF WORK Sec 013 - 8
thicknesses satisfactory to carry the traffic without development of surface irregularities. Any costs
related to the road maintenance of the above will be the responsibility of the CONTRACTOR.
Should adverse weather require a shutdown of the work by the OWNER or the CONTRACTOR, CONTRACTOR shall be responsible for any and all costs associated with the shutdown including but not limited to restoration of all utility services, restoration of streets and alleys to provide access
during shutdown period, periodic road maintenance during shutdown period, demobilization,
remobilization, and lost overhead and profit to the CONTRACTOR and any subcontractors.
1.07 DISPOSAL OF RUBBISH:
Any stones, trees, brush, or other deleterious material left by construction operations shall be disposed
of legally at a permitted landfill, or private disposal facilities if arrangements are made by the CONTRACTOR and approved by the ENGINEER.
1.08 AIR AND WATER POLLUTION CONTROL:
A.Prevention Procedures: CONTRACTOR shall take all necessary reasonable measures to reduce air and water pollution by any material or equipment used during construction as well as pollution from the construction sites and equipment storage and service areas. Measures to be used include providing dust abatement measures for construction activity, disposal of material or
discharge waters in the downstream manhole is prohibited. CONTRACTOR shall set up a
containment barrier to capture the release of any inversion, cure, steam condensate, cool-down, or flushing water. All inversion, cure, cool down, flushing water and steam condensate shall be transferred and disposed of off-site at the Contractor’s expense or discharged to the City’s wastewater collection system as stated in Section 1.01.B.6.b. above.
Pollutant gas emissions inherent in the CIPP installation process shall be monitored by the CONTRACTOR. Contractor shall partition the area to prevent public access in areas where OSHA regulatory limits (in all directions) are met.
CONTRACTOR shall comply with all applicable water pollution control regulations that are in
effect at the time of the Bid Opening. Required measures include the City of Bozeman stormwater/construction permitting, filing of a Notice of Intent with the State Department of Environmental Quality, and the preparation and submittal to DEQ of a Pollution Prevention Plan, if required to comply with stormwater runoff regulations.
The cost of all Pollution Control is to be included in the price of the contract.
Disturbance of existing vegetation is to be minimized by construction activity. Reclamation of disturbed surfaces is to comply with specifications.
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SUMMARY OF WORK Sec 013 - 9
B.Burning of Debris: No burning of debris will be permitted inside the City limits.
C.Volatile Material: CONTRACTOR shall not dispose of volatile wastes or oils in storm or sanitary drains, nor allow such materials to reach natural waters. Do not allow waste materials to be washed into the bed of a stream.
D.Excess Material: When excavations are made, CONTRACTOR shall immediately utilize
resultant loose earth by backfilling and compacting in place, or dispose of it off the site.
E.Stormwater: CONTRACTOR shall obtain construction site stormwater permit(s) from the City of Bozeman, if necessary. All construction activities shall utilize best management practice
for stormwater control and management.
1.09 FIRE PREVENTION AND PROTECTION:
A.Hazard Control: CONTRACTOR shall take all necessary precautions to prevent fire
during construction. Provide adequate ventilation during use of volatile or noxious substances.
B.Spark Arresters: CONTRACTOR shall equip all gasoline or diesel powered equipment used in potential fire locations with spark arresters.
C.Building Safety: Smoking within buildings or temporary storage sheds is prohibited. No
welding or cutting by torch shall be performed unless adequate fire protection is provided and maintained for the duration of the Work in the area of operations.
D.Protection Equipment Required: Provide and maintain suitable fire protection equipment.
Furnish a minimum of one UL Class 2A, 2-1/2 gallon water type, pressure extinguisher, and one
UL Class 10, Type I, 15 pound B:C carbon dioxide extinguisher.
1.10 SUBSURFACE CONDITIONS
The CONTRACTOR shall satisfy himself as to the groundwater and subsurface conditions at the site
of the work. The CONTRACTOR shall be aware that groundwater and soil moisture contents can fluctuate due to seasonal changes, weather, irrigation, and other variations in conditions. Groundwater inflow was not observed in the City of Bozeman’s 2018 (November) video inspection
of the stormwater trunk line.
The bidders shall make independent investigations as they believe are necessary to prepare their bid. The CONTRACTOR is responsible to determine construction methods and include these costs in the bid unit prices. Methods and procedures related to wet soils could include adjusting the moisture of
the material or removal of the wet material and replacement with another suitable material.
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SUMMARY OF WORK Sec 013 - 10
1.11 TEMPORARY CONTROLS
A.General. Temporary service shall be provided by the CONTRACTOR during any period when utility lines are disturbed unless the CONTRACTOR makes other arrangements with the utility users and owners that are satisfactory to said users and owners. Service of existing utility lines, if interrupted, shall be restored as quickly as possible. Service of domestic water, storm, and sewer lines shall not be interrupted for a period of more than 4-hours, unless otherwise approved
by the ENGINEER in writing. CONTRACTOR shall be solely responsible for notification of those individuals affected by being out of service and for temporary connections, if needed.
B.Groundwater/Dewatering. The Contractor is advised that groundwater may be present at the project site. The Contractor is responsible for providing dewatering equipment and methods
for this project. Groundwater shall be removed from open trench areas to satisfactorily prevent the rising of water into the new or any existing piping that may be exposed during the work. The Contractor shall be responsible for arrangements of permits and obtaining of sites for groundwater discharge (if necessary). This shall include all cleanup, restoration, etc., of any
discharge areas. The above-related work shall be part of the unit bid price for sewer service
replacement.
1.12 CONSTRUCTION AND TESTING WATER
A.Water. At the request of the CONTRACTOR, the City will supply construction water at no
charge required for pipe cleaning, CIPP installation/curing, compaction of embankments,
subgrade, and gravel courses, paving, cleanup, or any other construction related work associated with the project construction. The City’s construction water fill location is located at the City’s Vehicle Maintenance Facility, 1812 North Rouse Avenue. Access and use of the fill site shall be coordinated with the City.
1.13 CLOSE-OUT
A.Cleaning. The CONTRACTOR shall clean the streets to the same or cleaner condition than prior to the start of construction. The cost of cleaning shall be incidental to and included in
other items of the Work. The work zone shall be complete, clean, and street marking reapplied to
the satisfaction of the OWNER prior to acceptance of the work zone and prior to opening of the street to normal traffic flow. No washing of the streets shall be allowed to discharge into sanitary sewer or storm sewer.
B.Reconciling Change Order. A reconciling change order to show final in-place quantity
overruns and under runs will be prepared before final payment to the CONTRACTOR. The unit prices will remain unchanged. This reconciling change order will have to be prepared before authorization of final payment to the CONTRACTOR.
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SUMMARY OF WORK Sec 013 - 11
1.14 RECORD DRAWINGS.
A. General The CONTRACTOR's superintendent or his designated representative shall maintain, at the project site, a "Record Set of Drawings" showing field changes, as-built elevations, unusual conditions and utilities encountered during construction, dimensions to exposed features both for depth below finished grade and horizontal distance from a permanent surface feature, manufacturer's catalog number of equipment supplied, and other data as required to provide the
OWNER with an accurate "as-constructed" set of Drawings. Record drawings shall be maintained in a neat and legible condition. Drawing set shall not be used for construction purposes and shall be available for review by the Resident Project Representative at the job site during normal working hours.
B. Markings: Use red erasable colored pencils to annotate record drawings.
C. Review for Progress Payments. Prior to approval of each successive Progress Payment, CONTRACTOR will be asked to update and present the record drawing set to the ENGINEER or
ENGINEER’s field representative prior to ENGINEER approving the pay request. An approval
by the ENGINEER shall not be given on the final payment request until complete record drawings are submitted to the ENGINEER. Final record drawings from the CONTRACTOR shall be submitted at least 7 days before the final progress payment to allow time to review the drawing for completeness. Failure to submit record drawings in a timely manner, as described, may delay approval of final progress payment.
PART 2 - PRODUCTS NONE
PART 3 - EXECUTION NONE
END OF SECTION 013
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 1
DIVISION 2 – SITE
WORK SECTION 014 – REHABILITATION BY ULTRAVIOLET LIGHT CURED-IN-
PLACE PIPE
PART 1 - GENERAL
1.01 WORK INCLUDED:
The work consists of furnishing all labor, equipment, materials, and incidentals required to
rehabilitate existing stormwater mains by the installation of ultraviolet light cured-in-place pipe
(CIPP) into the existing main. Work will include bypass pumping, pipe cleaning, closed circuit
television (CCTV) inspection of pipeline to be lined, installation of liner, reconnection of service
connections, final (CCTV) inspection, traffic control, public outreach, and all other related work.
All such work shall comply with these specifications and the specific product manufacturer’s
recommendations. Any conflict between the product manufacturer’s recommendations and any
portion of the contract documents shall be resolved with the Owner and Engineer prior to
proceeding with the work. The location and nominal size of stormwater main rehabilitation by
CIPP methods are shown on the project drawings.
1.02 RELATED WORK:
Section 02200 – Earthwork
1.03 REFERENCE STANDARDS:
ASTM D 543 Standard Test Methods for Resistance of Plastics to Chemical Reagents.
ASTM D 638 Standards Test Methods for Tensile Properties of Plastics.
ASTM D 790 Test Methods for Flexural Properties of Unreinforced and Reinforced
Plastics and Electrical Insulating Materials.
ASTM D 792 Standard Test Methods for Density and Specific Gravity of Plastics by
displacement.
ASTM F 1216 Rehabilitation of Existing Pipelines and Conduits by the Inversion and
Curing of a Resin-Impregnated Tube.
ASTM F 1743 Rehabilitation of Existing Pipelines and Conduits by Pulled-In-Place
Installation of Cured-In-Place Thermosetting Resin Pipe.
ASTM D 2122 Standard Test Method of Determining Dimensions of Thermoplastic Pipe
and Fittings
ASTM F 2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by
the Pulled in place installation of Glass Reinforced Plastic Cured-in-Place
Using the UV Light Curing Method.
ASTM D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and
Creep-Rupture of Plastics.
These standards are a part hereof by such reference and shall be the latest edition and revision
thereof. In the case of conflicting requirements between this specification and these referenced
documents, this specification shall govern.
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 2
1.04 PRODUCT QUALIFICATIONS
Products used in the work of this section shall be produced by manufacturers regularly engaged in
the manufacture of cured-in-place liners for municipal wastewater and stormwater systems and
with a history of successful production acceptable to the owner.
Products shall meet the following criteria: A minimum of 250,000 linear feet of successful
wastewater or stormwater collection system installations in the U.S. must be documented to the
satisfaction of the Owner and Engineer. Additionally, a minimum of five (5) successful
wastewater or stormwater collection system projects of a similar size and scope of work shall be
performed in the U.S. and documented to the satisfaction of the Owner and Engineer to assure
commercial viability.
1.05 INSTALLER QUALIFICATIONS
The installer shall have at least three (3) years active experience in the commercial installation of
the product bid. In addition, the installer must have successfully installed at least 50,000 feet of the
product bid in wastewater or stormwater collection systems. The Contractor shall submit a
complete list of installer qualifications and complete work history for the field superintendent who
will be on site for the duration of the project, and the service lateral cutter who will perform such
work for this project.
The installing Contractor shall be licensed by the cured-in-place lining system manufacturer and
shall have successful experience in the installation of cured-in-place lining systems in municipal
wastewater or stormwater systems. The Contractor shall also be familiar with the specified
requirements and the methods needed for proper performance of the work of this section.
A. Superintendent:
The entire pipe lining project shall be field supervised by a project superintendent with the
following lining installation and supervisory experience. This installation experience shall be
with the specific liner system and type proposed: three (3) successfully completed projects
within the past 1½ years amounting to at least 2,000 linear feet of 24” and larger pipe per
project; performed or supervised at least 50 successful internal lateral cuttings; and at least one
year bypass pumping supervisory field experience.
B. Lateral Cutter:
Internal reinstatement of laterals shall be performed by a qualified individual with the
following experience: performed at least 50 successful internal lateral cuttings within the past
year.
1.06 QUALITY ASSURANCE
A. The finished liner shall be continuous over the entire length of the liner insertion run
between the manholes and shall be free from visual defects such as foreign inclusions, dry
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 3
spots, pinholes, and delamination.
B. Wrinkles in the finished liner pipe which cause a backwater of one inch or more or reduce
the hydraulic capacity of the pipe are unacceptable and shall be removed or repaired by the
Contractor. If a void between the wrinkle and the pipe develops, the Contractor shall repair
or replace that section of the pipe. Methods of repair shall be proposed by the Contractor
and submitted to the owner for review.
C. Following pipeline cleaning and prior to installation of liner and finish work at the
manholes, the pipeline shall be televised and recorded in digital format acceptable to the
Engineer such as DVD or USB drive, and shall be provided to the Engineer. The
Contractor shall also televise the pipeline after completion of all liner insertion and finish
work at the manholes. All (CCTV) work is to be completed per a national standard for
pipeline inspections.
1.07 SUBMITTALS
Submittals shall be made by the Contractor in accordance with the procedures set forth in Section
1300 - Submittals, and as described below.
A. After notification of award, the Contractor shall provide the following information:
1.A comprehensive construction sequencing plan. At a minimum the plan shall include
the following (if applicable):
a.Proposed schedule.
b.Identification of all proposed access routes.
c.Identification of set-up locations for lining installation.
d.Lining procedures including UV light train.
e.Bypass pumping plan.
f.Dewatering plan.
g.Traffic control plan.
h.Pollution control plan
2.Letter identifying the crew members performing the lining.
3.Liner manufacturer’s certification that personnel involved in installation of the pipe
liner have successfully completed training in handling, jointing, insertion, trimming,
reinstatement of service connections, and finishing of pipe liner.
4.Calculations supporting recommended liner thicknesses. See 2.01.C of this
specification for additional requirements.
5.Certified test reports demonstrating that the exact resin/liner combination to be used
for this project meets the requirements for initial structural properties (performed in
accordance with ASTM F2019, ASTM F1216, ASTM D638, and ASTM D790 or
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 4
equivalent as approved) and chemical resistance (per ASTM F1216-Appendix X2).
The initial data between time “0” and “1,000” hours must be excluded. If the
architecture of the UV-CIPP is such that the physical properties vary depending on the
direction of testing (i.e., axial versus circumferential), submit test data on both
directions in accordance with the test methods listed above in this paragraph.
B. Prior to initiation of the liner work, the Contractor shall submit the following
information:
1.Shop drawings and product data for the rehabilitation method including a report
outlining the process to be used in the rehabilitation of the pipeline(s). The report shall
also include information specific to the job, such as coordination issues, access,
timing, manufacturer’s installation instructions and bypass pumping.
2.Infrared spectrum analysis for proposed resin and confirmation of the resins meeting
ASTM D 5813.
3.Installation plan with detailed description of the pipelining installation and curing
process including staging and insertion locations. Include materials and equipment
(e.g., UV light train) to be utilized and list of tasks associated with each installation.
The description must include the resin manufacturer’s curing cycle with temperatures
and pressure requirements measured continuously and recorded at intervals no less
frequently than every 5 minutes. The curing cycle must be specific to each liner
segment and address project design parameters and site conditions. If possible, include
a contingency curing cycle in the event temperatures fall over or under the liner
system manufacturer’s recommendations. Identify in the description the type of
temperature sensors that will be used, their proposed locations, and recording method
and/or equipment. Include in the overall installation plan the method and sequence of
lateral reinstatement, including the method for addressing lateral protrusion.
Include a control protocol according to Section 6.7 of ASTM F2019 for each
installation. The control protocol must include certification of approval by the liner
manufacturer, including the following minimum information:
a.Date and time
b.Length of liner
c.Location of installation
d.Curing speed
e.Light sources and wattage
f.Inner air pressure
g.Exothermic (curing) temperature
4.Certification from resin manufacturer regarding resin.
5.Certification from resin manufacturer regarding approval of resin dye quantity and
type.
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 5
6.Information on the maximum allowable tensile stress for the tube from the felt
manufacturer.
7.The Contractor shall furnish Material Safety Data Sheets for all appropriate materials
to be used in the project.
8.All measurements made by the Contractor to verify length and diameter of pipe prior
to ordering of material.
9.One complete set of DVDs/USB drive from each of the pre-installation television
inspections performed.
C. Results of field quality control monitoring, laboratory testing of field samples and video
inspections:
1.Curing logs showing temperature and pressure readings.
2.Results of field sample testing as specified in Section 3.04.
3.One complete set of DVDs/USB drive and log from each of the post-installation
television inspections performed as specified in Section 3.05.
1.08 DELIVERY, STORAGE AND HANDLING
A. Care shall be taken in shipping, handling and storage to avoid damaging the liner. Extra
care shall be taken during extreme heat or extreme cold weather construction. Any liner
damaged in shipment shall be replaced as directed by the Engineer.
B. Any liner showing a split or tear, or which has received a blow that may have caused
damage, even though damage may not be visible, shall be marked as rejected and
removed at once from the job site.
C. The liner shall be maintained at a proper temperature in refrigerated facilities to prevent
premature curing at all times prior to installation. Extra care shall also be taken in hot
weather construction. The liner shall be protected from UV light prior to installation. Any
liner showing evidence of premature curing will be rejected for use and will be removed
from the site immediately.
D. Any liner that has a shelf life over six months will be rejected. All liners shall have a
record with the date the material was manufactured.
1.09 WARRANTY
The Contractor shall provide the Owner with a warranty to be in force and effect for a period of
two (2) year from the date of final acceptance of the project by the Owner. The warranty shall
cause the Contractor to repair or replace the liner should failure or damage result from faulty
materials or installation. At the end of the warranty period, the Owner may perform a television
inspection to confirm the condition of the liner.
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 6
PART 2 - PRODUCTS
2.01 CURED-IN-PLACE PIPE (CIPP):
A. General
This specification provides for the rehabilitation of pipelines by the installation of Cured-in-
Place Pipe (CIPP) in accordance with ASTM F 2019 and as modified herein. The cured-in-
place pipe shall be a premium, corrosion resistant, styrene-free polyester, vinyl ester, and
photo-initiator catalyst system. Curing is accomplished in accordance with the specified curing
schedule supplied by the resin manufacturer or other method approved by the resin
manufacturer and the Engineer. Installation of the CIPP shall be performed by a Contractor
fully licensed by the lining process manufacturer.
B. Materials
1.Tube: Furnish tubing that consists of at least two (2) separate tubes of corrosion
resistant (E-CR or equivalent) glass fibers according to ASTM D578 and ASTM
F2019. The tube will be constructed to withstand installation forces and have
sufficient strength to bridge missing pipe. Fabricate the tube to a size that when
installed, conforms to the internal circumference and length of the host pipe. Verify
pipe diameters prior to ordering tubing Make allowance for circumferential or
longitudinal stretching during installation. Provide flexible tubing exhibiting the
following characteristics:
a.Homogeneous wall thickness.
b.Contains no intermediate or encapsulated elastomeric layers.
c.Contains no material that may cause delamination in the cured UV-CIPP liner.
d.Have an inner foil layer or calibration hose to contain resin and be removed
after completion of installation unless inner foil is a permanent part of the
system and fabricated as an integral part of the tube by bonding or fusing.
e.Sewn or bonded seams, as recommended by the tube manufacturer, stronger
than the non-seamed material.
The tube manufacturer shall provide to the Contractor the minimum pressure required to
hold the tube tight against the host pipe, and the maximum allowable pressure so as not
to damage the tube, and shall submit same to the Engineer at the preconstruction
conference.
Unless otherwise specified, the tube shall be fabricated to a size that when installed will
tightly fit the internal circumference of the original conduit to be lined. The Contractor
shall be responsible for ensuring that the material is the correct circumference and length
prior to ordering and installation.
Prior to insertion, the liner tube shall be free of all visible tears, holes, cuts, foreign
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 7
materials, and other defects.
2.Resin: Furnish styrene-free resin meeting the requirements of ASTM F2019. The
installed liner system will comply with the structural and chemical resistance
requirements as specified.
Provide thermosetting styrene-free polyester, vinyl ester, or photo-initiator catalyst
system compatible with the UV curing equipment and installation process, with the
ability to cure in the presence or absence of water, and with a curing initiation
temperature as recommended by the resin manufacturer. Resins created from recycled
materials are not allowed.
Furnish fully-impregnated liner directly from the manufacturer, including required
certification documentation according to ASTM F2019. No onsite or mobile
impregnation will be allowed. Resins shall be tinted for visibility and provide indication
of adequate liner wet-out.
The initiation temperature for cure shall be as recommended by the resin manufacturer
and approved by the Engineer. Upon request, the Contractor shall furnish satisfactory
written certification that the materials comply with the manufacturer’s standards and the
reference specifications
The liner shall be fabricated from materials which, when cured, will be chemically
resistant to withstand exposure to normal stormwater. Resin shall form no excessive
bubbling or wrinkling during lining.
The Contractor shall submit documentation from the resin manufacturer specifically
describing the chemical characteristics of the resin system, including allowable mixing,
impregnations, and handling time, transportation and storage time, and recommended
curing cycle, pressures and times.
If remedial measures are available to extend either of the maximum allowable times
indicated above, without affecting the physical properties of the resin, the resin
manufacturer should describe these measures and the time limits beyond which even
these measures will not prevent alteration of the physical properties of the resin.
3.Minimum Criteria: The minimum criteria given in the specifications shall not be
lowered to accommodate test values less than the required minimum.
C. Structural Requirements
The cured CIPP shall conform to the minimum physical properties, as listed below:
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 8
Table 1. CIPP Physical Properties
Characteristic Test Method Polyester Resins
Flexural Strength ASTM D 790 6,500 psi
Flexural Modulus of
Elasticity (Initial)
ASTM D 790 725,000 psi (min)
The newly installed pipe shall be designed for a minimum fifty-year continuous loading
condition.
The liner pipe shall be designed as a stand-alone pipe capable of sustaining live and dead
loads. The design of the pipe shall be based on the requirements of ASTM F2019, ASTM
F1216 Appendix X1, ASTM F1743, and meet the following conditions and parameters:
Condition Parameter
Service Life: Greater than 50 years
Pipe condition: Existing pipe fully deteriorated.
Bury depth to top of conduit:
As indicated on the drawings (deepest
invert between manholes, less nominal
pipe diameter).
External water pressure: At the pipe crown.
Soil density: 110 lbs/cubic foot.
Trench width: Nominal pipe diameter plus 2 feet.
Traffic load: HS-20 highway loading.
Maximum Deflection: 5%
Cured Resin Creep: 50%
Extra thickness for resin
migration: 7%.
Pipe Ovality: 2%
Modulus of Soil Reaction: 700 psi
Enhancement Factor: 7.0
Design Safety Factor: 2
Calculations to determine wall thickness requirements of the liner pipe shall be submitted to
the Engineer prior to construction. Design assumptions must be clearly stated. Design
submittals must be signed and stamped by a registered professional engineer.
D. CHEMICAL RESISTANCE
Chemical resistance shall be in accordance with the requirements of Section 8 of ASTM F
1216, Section X2, Chemical Resistance Tests for styrene-free polyester, or vinyl ester, and
completed in accordance with Test Method D 543. Exposure should be for a minimum of one
month at 73.4 degrees F when subjected to the following solutions:
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 9
Chemical Solution Concentration, %
Tap Water (ph 6-9) 100
Nitric Acid 5
Phosphorus Acid 10
Sulphuric 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 Engineer for approval at least 7
days prior to the commencement of work.
2.02 PIPE LINER END SEAL
A. The hydrophilic end seals completely seal the liner from any annular space leakage
between the liner and the host pipe. The use of caulking, rope or band type of an end seal will
not be allowed. Hydrophilic end seals must be one of the following:
1.Tubular hydrophilic sleeve, 3.5 inches in length. Product shall be Insignia End Seal by
LMK Technologies, or approved equal.
PART 3 - EXECUTION
3.01 PUBLIC NOTIFICATION
The Contractor shall make every effort to maintain service usage throughout the duration of the
project. Service lines shall not be disrupted for more than an 8-hour period. A public notification
program shall be implemented, and shall as a minimum, require, the Contractor to be responsible
for contacting each home or business connected to the pipeline and informing them of the work to
be conducted, and when the pipeline will be off-line. The Contractor shall also deliver a written
notice to each home or business the day prior to the beginning of work, and telephone number of
the Contractor they can call to discuss any problem which may arise. The Contractor shall
personally contact any home or business which cannot be reconnected within the time stated in the
written notice.
3.02 INSTALLATION PREPARATION:
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A. Sequence of Work: The contractor shall perform the work in the following sequence.
1.Determine flows and bypass pumping required.
2.Clean the pipeline.
3.Divert pipeline flow (if necessary)
4.Pre-insertion internal CCTV inspection.
5.Removal of protruding taps, spot repairs and cleaning as necessary.
6.Install the liner.
7.Reinstate internal service connections.
8.Post Insertion internal CCTV inspection
B. Pre-Installation Inspection of pipelines: The inspection of pipelines shall be performed
by experienced personnel trained in locating breaks, obstacles, and service connections
using closed circuit television (CCTV) for non-man entry or manually for man entry. The
interior of each pipeline shall be carefully inspected before installation of CIPP to determine
the location of any conditions that may prevent proper installation of CIPP into pipeline. All
such conditions shall be documented and corrected before CIPP installation. Accurate in-
pipe documentation measures shall be utilized to record the distance or measurement for
each service line and obstruction. The manhole identification system used on the contract
drawings shall be utilized in all project documentation. The Contractor shall keep a suitable
log for reference and shall record all CCTV inspections on DVD/USB drive. The Contractor
shall provide the Owner with a copy of all inspection DVD/USB drives and logs.
C. Pre-insertion Cleaning: The Contractor shall be responsible for cleaning the existing
pipeline to be lined, removing debris, mineral deposits, and loose foreign material. Debris
shall be collected and removed downstream of the sections to be lined. The material cannot
be flushed into the next section of pipe. The Contractor shall take precautions to prevent
damage to the existing host pipe during the cleaning process. The Owner shall be present
during the cleaning operation. The Contractor shall remove any existing lateral taps which
protrude into the existing pipeline. Protruding taps discovered during the pre-installation
inspection shall be removed by the Contractor with prior approval of the Engineer and paid
under the same bid item, if applicable or per a price agreed to in advance of the work.
Contractor shall either allow the Owner and Engineer to view the CCTV inspection as it is
completed or provide the Owner and Engineer with copies of the cleaned pipe lines to be
lined for review to ensure that the pipelines have been adequately cleaned prior to CIPP
installation. If the cleaning is not acceptable to the Owner or Engineer, Contractor shall
reclean and re-TV the pipeline to the Owner/Engineer's satisfaction. The OWNER will allow
for the disposal of water and debris collected during the pre-insertion clean to be discharged
at the Stormwater Sedimentation Collection Facility.
D. Line Obstructions: If an obstruction in the existing pipe (such as, but not limited to
heavy solids, dropped joints, or collapsed pipe) that cannot be removed by conventional pipe
cleaning methods or prohibits CIPP of the server main, then a point repair or an obstruction
removal shall be made by the Contractor, with the prior approval of the Owner and
Engineer. Protruding taps may be robotically trimmed from within the pipeline or repaired
with a PVC wye and couplings or with a new watertight saddle connection. All point repairs
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 11
or obstruction removals requiring an external dig shall be considered a separate pay item.
E. Handling of Pipe: All pipe furnished by the Contractor shall be stored on clean, level
ground to prevent undue scratching or gouging of the pipe. The stacking of pipe during
storage should be done according to manufacturer's recommendations. The handling of the
pipe should be done in such a manner that it is not damaged by dragging over sharp objects
or by lifting equipment.
F. By-Passing Flow: The Contractor shall make arrangements for maintaining stormwater
service when a main is being lined including by-pass pumping as required. Under no
circumstances shall the dumping of stormwater on streets or private property be allowed.
No separate payment shall be made for by-passing pumping or other measures necessary to
maintain stormwater service. Bypass pumping shall consist of base flow bypass and
emergency storm event bypass operations, see Section 01010 Summary of work for
additional information. Contractor shall demonstrate preparations for emergency backup
equipment including pumps, pipe, and generating equipment. No stormwater mains shall be
blocked until such equipment is on-site.
The CONTRACTOR’s traffic control plan shall include provisions for both base flow and
emergency bypass pumping operations. Bypass system features shall not impede traffic or
access to homes/businesses. The Contractor shall utilize traffic rated pipe ramps on streets to
allow the traveling public to move through the affected corridors without impacting the
Contractor’s operations. Contractor is required to coordinate with local businesses, residents,
and the governing agency of the road being crossed to determine the required number,
location, and configuration of traffic ramps. Contractor shall also post the recommended
speed reduction for proper use and protection of any ramps and bypass line connections
installed.
G. Excavation: All excavation shall conform to the following specification. Reference is
made to Section 02221 entitled “Trench Excavation and Backfill for pipelines and
Appurtenant Structures.” Such excavation will include but not necessarily be limited to
building service reconnections, main line replace/repair, and excavation at the main through
which pipe liner is to be installed.
H. Service Locations: The Contractor shall be responsible for confirming the locations of all
branch service connections prior to installing and curing the CIPP. Contractor shall
coordinate with the Owner to only reconnect the active services.
3.03 INSTALLATION PROCEDURES - CURED-IN-PLACE PIPE (CIPP):
The method of installation shall be according to ASTM F2019 and compatible with the
manufacturer's recommended practices.
The Contractor shall, in his submittals, provide detailed information on the procedure and the steps
to be followed for the installation of the CIPP. All such instructions and procedures shall be
submitted at the preconstruction conference and shall be carefully followed.
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 12
A. Insertion: The Contractor shall transport and store tube in an appropriate manner until it
is inserted through an existing manhole by technique/process approved by the Engineer.
The transport and storage time shall comply with submittals received.
Do not modify the existing manhole structures unless authorized by the City. If due to
negligence an existing manhole (bench, barrel, chimney, grade rings, ring or cover) is
damaged, the contractor shall recommend a repair method acceptable to the City and repair
the manhole at no additional cost to the City. Do not put undue stress on existing structures
Apply constant winch tension to pull the liner into place to extend fully between the access
manhole and next designated manhole or termination point. Do not exceed Manufacturer’s
recommended pulling speed and tension. Should the overall elongation exceed the
Manufacturer’s recommendations, the liner will be rejected and replaced at no additional
cost.
Incrementally pressurize the liner to the recommended inner pressure. Apply sufficient
pressure head to hold the liner tight to the pipe wall. Maintain pressure to allow water
pockets to exfiltrate through the host pipe, overcome external hydrostatic pressure, and
prevent lifts in the liner. Do not allow workers in the manhole during pressurization of the
liner. Properly install and attach packers and clamping straps. When constant positive
pressure is specified, maintain internal pressure above the springline against the crown of
the pipe from insertion to final curing without any loss of pressure.
Individual insertion runs may be made over one or more manhole sections as determined in
the field by the Contractor and approved by the Engineer. The pressure required to hold the
flexible tube tight against the host pipe, per manufacturer's submittal, shall be maintained until
the cure has been completed. Should the pressure deviate more than 2.3 ft. of water (1 psi)
from the required minimum pressure at either end of the section, the installed tube shall be
removed from the host conduit at the Contractor’s expense. The Contractor shall provide the
Engineer with a continuous log of pressure during cure.
Segments of liner that have been resin impregnated and placed in the host conduit and then are
found to be too short shall be removed without curing and discarded at the Contractor’s
expense. Removal of the uncured, resin impregnated liner shall be accomplished in such a way
as to minimize the amount of resin allowed to escape. The Contractor shall be responsible for
cleanup of all escaped resin. The Contractor shall submit a plan for the process of removing
resin impregnated, uncured line from the host conduit, including protection of the host system
from escaping resin, to the Engineer prior to the first installation process.
B. Curing: Provide a UV light train that meets the following requirements:
1.minimum of one camera for UV-CCTV inspection of the liner,
2.size of the light train is appropriate for the pipe diameter,
3.UV bulbs are in proper proximity to the liner wall all around the pipe circumference,
4.sensors to record the cure progress,
5.logged hours of individual UV Lights incorporated in the light train is less than 80%
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 13
of the manufacturer’s stated usage rate
Maintain light train usage log on-site and submit to City’s Construction Manager upon
request.
Operate the ultraviolet curing lamps at a sufficient output and in a sufficient frequency range
to ensure curing of the resin.
Optimize the multi-lamp ultraviolet curing lights and resin photo-initiator system for curing of
the provided resin.
Assemble the UV light train according to the manufacturer’s recommendations for the sewer
pipe and liner diameter. Cure the liner according to the curing protocol, as approved. Maintain
light train speed per the manufacturer’s requirements, and to assure exothermic reaction has
completed. Do not pull the UV light train in a downhill direction during the curing process
unless otherwise approved. Approval will not be given where pipe slopes are greater than or
equal to 3.0%.
Collect curing data and UV-CCTV inspection records during the installation and curing
process. Submit copies to the City for review. Where the curing data and the curing protocol
differ, the City reserves the right to require additional “in pipe” sampling and testing at no
additional cost.
C. Sealing at Manholes: Form a tight seal between the CIPP and the manhole wall at the pipe
penetration. Do not leave any annular gaps. Seal the annular space with a hydrophilic end
seal. Seal any annular spaces greater than ½-inch with manhole wall repair material. Finish
off the seal with a non-shrink grout or cementitous liner material placed around the pipe
opening from inside the manhole in a band at least 3.5 inches wide. Sealing of pipes at
manholes shall be considered incidental to the liner installation and no separate payment shall
be made.
D. Finished Pipe: The finished CIPP shall be continuous over the entire length from
manhole to manhole and be free from visual defects such as foreign inclusions, dry spots,
lifts, delaminations, wrinkles, pinholes, and other deformities.
Liner that is found to be too small or too large in circumference when curing is completed
shall be considered a failed liner. Correction, removal, or repair of the failed liner shall be the
responsibility of the Contractor at no extra cost to the Owner. Indicators include, but are not
limited to, gaps between the liner and the host conduit, cracks in the line, and wrinkles/folds in
the liner. Acceptable method of correction, removal, or repair shall be at the sole discretion of
the Engineer and shall be approved in writing by the Engineer with prior field demonstration if
required by the Engineer.
E. Service Reinstatement: It shall be the Contractor’s responsibility to accurately field
locate all existing service connections, whether in service or not. The Contractor shall
reinstate all service connections unless directed otherwise in writing by the Owner or
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 14
Engineer. Service laterals shall be reinstated to not less than 95% and not more than 100%
of the size and configuration of the existing service. The Contractor shall be responsible for
restoring/correcting, without any delay, all missed or faulty reconnections, as well as for any
damage to property owners for not reconnecting the services.
It is the intent of these specifications that branch connections be reopened without excavation,
utilizing a remote controlled cutting device, monitored by CCTV. Initially, each lateral shall
be relieved by cutting a 2 to 3-inch hole to ensure that no services will be interrupted and there
will be no risk of backed up lines. Once this is accomplished, each lateral shall be fully
reopened to a minimum of 95% of its original size. The Contractor shall maintain on the
jobsite a minimum of two (2) complete working cutters plus key spare components. No
additional payment will be made for excavations for the purpose of reopening connections and
the Contractor will be responsible for all costs and liability associated with such excavation
and restoration work.
3.04 TESTING:
A. The Contractor shall collect representative sample coupons from the cured CIPP for testing
as described herein. Coupons shall be taken from the lesser of either 15% of the manholes
on the project or a representative sample for each liner diameter and thickness installed on
the project. The Contractor shall stamp or mark the test pieces with the date of manufacture
and manhole number. These samples shall be incidental to the price of liner installation.
B. For each sample location, the Contractor shall provide two (2) CIPP samples in accordance
with paragraphs 8.1 through 8.1.3 of ASTM F 1216.
C. The Contractor shall provide certified laboratory test results of the following:
1.The Contractor shall provide certified test results of the short-term properties of the
cured lining material in the quantity of one test per liner batch, or 3,000 feet of
installed liner, or as required by the Owner. The liner shall be in compliance with the
physical properties described in these Specifications. Flexural strength and modulus
shall be tested in accordance with the requirements of ASTM D 790. For pressure line,
tensile strength and modulus of elasticity shall be tested in accordance with the
requirements of ASTM D 638.
2.The wall thickness will be measured in accordance with the applicable sections of
ASTM Test Method D5813 and D3567.
3.05 FINAL ACCEPTANCE:
The inspection shall be done no later than one week after completion of the lining. Visual
inspection of the completed CIPP shall be in accordance with paragraph 8.7 of ASTM F 1216.
The Contractor shall keep a suitable log for the reference and shall record the final CCTV
inspections on DVD/USB drives and logs. The Contractor shall perform a close-circuit television
inspection after installation and service line reconnection has been completed. The Contractor shall
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REHABILITATION BY UV LIGHT CURED-IN-PLACE PIPE Sec 014 - 15
notify the Engineer of the inspection schedule not less than 48 hours prior to conducting the
inspection, and shall permit the Engineer to view the inspections. The Contractor shall use a 360-
degree radial view camera for close up views showing completed work, including the condition of
restored taps. Unedited DVD/USB drives and a suitable log shall be provided to the Owner and
Engineer to be kept for review. The installation of the CIPP shall not be considered substantially
complete until the video inspection is received and reviewed by the Engineer. This work shall be
considered incidental to the CIPP installation for which no separate payment will be made.
Any defects which will affect the integrity or strength of the CIPP, in the opinion of the Owner or
Engineer, shall be repaired at Contractor expense in a manner satisfactory to the Owner and
Engineer. The finished product shall have no visual and material defects, no defects in smoothness
and continuity, except where anticipated by the precondition of the existing pipe. The finished
product shall be free of pinholes, folds and wrinkles.
3.06 CLEANUP:
After the installation has been completed and accepted, the Contractor shall clean up the entire
project area and return area affected by the operation to a condition at least equal to that existing
prior to the work. All excess material and debris shall be disposed of by the Contractor.
END OF SECTION 014
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
Section 014
QUOTE FORM
Page 1 of 4
QUOTE FORM
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
TO: Stormwater Division
P.O. Box 1230
Bozeman, MT 59771-1230
THE UNDERSIGNED CONTRACTOR, having familiarized themselves with the work required by the
Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws,
regulations, municipal ordinances and other factors which may affect the performance of the work,
and having satisfied themselves of the expense and difficulties attending performance of the work.
HEREBY PROPOSES AND AGREES, if this quote is accepted, to enter into an Agreement, in the form
attached, to perform all work for the construction of the 2022-23 Stormwater Improvements – S.
Tracy Ave. / Cleveland St., including the assumption of all obligations, duties, and responsibilities
necessary for the successful completion of the contract and the furnishing of all materials and
equipment required to be incorporated in, and form a permanent part of, the work; tools, equipment,
supplies, transportation, facilities, labor, superintendence, and services required to perform the work;
bonds, insurance and submittals; all as indicated or specified in the Contract Documents to be
performed or furnished by the Contractor within the time and for the prices set forth in the following
schedules.
The undersigned Contractor agrees to be bound by this quote for a period not to exceed that specified
in the Invitation to Submit Quote.
The undersigned Contractor agrees to furnish the required bonds and to enter into a contract within
fifteen (15) calendar days after the City of Bozeman's acceptance of this quote and further agrees to
complete all work within the time specified per schedule after the commencement of the contract
time as defined in the General Conditions.
The allowed contract time is 25 calendar days.
Where multiple schedules are awarded under a single contract, the contract times shall run
concurrently unless separate notices to proceed are issued for the awarded schedules.
Liquidated Damages shall be as specified in the Agreement Form.
The undersigned Contractor agrees that the unit prices shall govern in checking the quote, and should
a discrepancy exist in the total prices and total amount of quote as listed above, after extensions are
checked and corrections made, if any, the total amount of the quote as corrected shall be used in
awarding the contract.
The undersigned Contractor agrees that they have been afforded access to the construction site and
has performed those independent site investigations as they deemed necessary.
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
CITY OF BOZEMAN ACCOUNTS PAYABLE CHECK # __________
PO Box 1230 ⋅ Bozeman, MT 59771-1230 (406) 582-2334
Pay To: Montana Department of Revenue Date Paid:
TOTAL $ ____________
VENDOR # ____________
DATE INVOICE# Fund Account Object Project DESCRIPTION AMOUNT
TOTAL
CERTIFICATION THAT GOODS OR SERVICES HAVE BEEN RECEIVED:
1. 2. _
DEPARTMENT HEAD OR DESIGNEE APPROVAL: FINANCE DEPARTMENT REVIEW: _________
I, the undersigned, do solemnly swear, that I am of________________________________________________ OFFICIAL TITLE COMPANY OR CORPORATION I am authorized to sign for said claimant, and the amounts shown therein are a true and lawful claim against the City of Bozeman and wholly unpaid. Sign here: Phone: SS# or Tax ID#_______________Business License # ___________________
THE CITY OF BOZEMAN MUST HAVE YOUR SS# OR TAX ID# AND BUSINESS LICENSE NUMBER BEFORE THIS
CLAIM WILL BE PROCESSED.
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
CITY OF BOZEMAN ACCOUNTS PAYABLE CHECK # __________
PO Box 1230 ⋅ Bozeman, MT 59771-1230 (406) 582-2334
Pay To: Date Paid:
TOTAL $ ________________
Address: VENDOR # ________________
DATE INVOICE# Fund Account Object Project DESCRIPTION AMOUNT
TOTAL
CERTIFICATION THAT GOODS OR SERVICES HAVE BEEN RECEIVED: 1. 2. _
DEPARTMENT HEAD OR DESIGNEE APPROVAL: FINANCE DEPARTMENT REVIEW: _________
I, the undersigned, do solemnly swear, that I am of _ Official Title Company or Corporation I am authorized to sign for said claimant, and the amounts shown therein are a true and lawful claim against the City of Bozeman and wholly unpaid. Sign here: Phone: SS# or Tax ID# Business License # ___ ________
THE CITY OF BOZEMAN MUST HAVE YOUR SS# OR TAX ID# AND BUSINESS LICENSE NUMBER BEFORE THIS
CLAIM WILL BE PROCESSED.
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
APPENDIX A: Project Drawings
Page 1 of 1
Appendix A: Project Drawings
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.
The following documents shall be made a part of the Contract Documents:
2022-23 Stormwater Improvements – S. Tracy Ave. / Cleveland St.: Sheets G00, G01, and C01
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
GREAT FALLS
BILLINGS HARDIN
SIDNEY
GLENDIVE
LEWISTOWN
BOZEMAN
DILLON
BUTTE
HELENA
MISSOULA
KALISPELL
SHELBY
GLASGOW
MILES CITY
HAVRE
MONTANA
ANACONDA
406-586-8834
1283 N. 14th Ave. Suite 101
Bozeman, Montana 59715
WWW.DOWL.COM
PREPARED FOR:
PREPARED BY:PROJECT
LOCATION
CONSTRUCTION DRAWINGS FOR
CITY OF BOZEMAN
2022-23 STORMWATER IMPROVEMENTS
SOUTH TRACY AVE. / CLEVELAND ST.
SECTION 18; TOWNSHIP 02S, RANGE 06E
GALLATIN COUNTY, MONTANA
07/12/2022
G00
SHEET INDEX
SHEET NO.TITLE
Paul S. Yakawich, P.E. 16790
SR. WATER RESOURCES ENGINEER
DOWL
BID SET
CITY OF BOZEMAN
STORMWATER DIVISION
20 EAST OLIVE ST.
BOZEMAN, MT 59771
7/12/2022
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
SOUTH TRACY AVE.WEST CLEVELAND ST.
23.6' WIDE STORMWATER
EASEMENT PER SOPER
MINOR SUB PRELIMINARY
PLAT
20.0' STORMWATER
EASEMENT PER MISC.
22 PG 302SOUTH WILSON AVE.SOUTH BLACK AVE.SD SD
GENERAL NOTES
EXISTING ITEMS
G G
SD
W
COMMON ABBREVIATIONS
E
OE
S
GENERAL PROJECT LEGEND
PROPOSED ITEMS
OVERALL SITE MAP
G01 AND OVERALL SITE MAPGENERAL NOTES, LEGEND, ABBREVIATIONS,CITY OF BOZEMAN 2022-23 STORMWATER IMPROVEMENTS S.TRACY AVE. / CLEVELAND ST.406-586-88341283 N. 14th Ave. Suite 101Bozeman, Montana 59715WWW.DOWL.COMBID SET
07/12/2022
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
SOUTH TRACY AVE.WEST CLEVELAND ST.
C01 PLAN & PROFILE - STA. 0+00 TO 3+00CLEVELAND STREET STORMWATERCITY OF BOZEMAN 2022-23 STORMWATER IMPROVEMENTS S.TRACY AVE. / CLEVELAND ST.406-586-88341283 N. 14th Ave. Suite 101Bozeman, Montana 59715WWW.DOWL.COMBID SET
07/12/2022
1
C01
EX. VCP TO HDPE JOINT
NTS
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466
DocuSign Envelope ID: 268438DB-AD53-4C35-B7CF-52FD331C5466