HomeMy WebLinkAboutFinal Special Provisions 1000535 - BuildingStampSPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
TRANSIT FACILITY ELECTRIC VEHICLE CHARGING INFRASTRUCTURE
Specification No. 1000535
December 2022
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
February 17, 2023November 1, 201 November 2, 201 November 6, 201 November 8, 201
REVIEWED
City of San Luis Obispo
Building & Safety Division
TRANSIT FACILITY ELECTRIC VEHICLE CHARGING INFRASTRUCTURE
Specification No. 1000535
Approval Date: November 15, 2022
12/21/2022
12/21/2022 12/21/2022
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I
BID SUBMISSION ...................................................................................................................................... I
BID DOCUMENTS .................................................................................................................................... II
PROJECT INFORMATION ....................................................................................................................... III
QUALIFICATIONS .................................................................................................................................... IV
AWARD ..................................................................................................................................................... V
ACCOMMODATION ................................................................................................................................. VI
BID FORMS .................................................................................................................... A
BID ITEM LIST FOR TRANSIT FACILITY ELECTRIC VEHICLE CHARGING INFRASTRUCTURE,
SPECIFICATION NO. 1000535 ................................................................................................................ A
LIST OF SUBCONTRACTORS ................................................................................................................ C
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. D
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D
LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D
NON-COLLUSION DECLARATION .......................................................................................................... F
BIDDER ACKNOWLEDGEMENTS .......................................................................................................... G
QUALIFICATIONS .................................................................................................................................... H
CERTIFICATION REQUIREMENT FOR PROCUREMENT OF STEEL, IRON, OR MANUFACTURED
PRODUCTS. .............................................................................................................................................. I
CERTIFICATION REQUIREMENT FOR PROCUREMENT OF BUSES, OTHER ROLLING STOCK AND
ASSOCIATED EQUIPMENT. ................................................................................................................... I
CONSTRUCTION CONTRACT DBE COMMITMENT ............................................................................. M
DBE GOOD FAITH EFFORT VERIFICATION ......................................................................................... N
ATTACH BIDDER’S BOND TO ACCOMPANY BID.................................................................................. P
SPECIAL PROVISIONS .................................................................................................. 1
DIVISION I GENERAL PROVISIONS ....................................................................................................... 1
1 GENERAL ........................................................................................................................................... 1
2 BIDDING ............................................................................................................................................. 1
3 CONTRACT AWARD AND EXECUTION ........................................................................................... 2
4 SCOPE OF WORK ............................................................................................................................. 2
5 CONTROL OF WORK ........................................................................................................................ 2
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2
9 PAYMENT ........................................................................................................................................... 2
DIVISION II GENERAL CONSTRUCTION ............................................................................................... 5
10 GENERAL ......................................................................................................................................... 5
16 TEMPORARY FACILITIES ............................................................................................................... 6
DIVISION VI STRUCTURES ..................................................................................................................... 8
45 GENERAL ......................................................................................................................................... 8
DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 8
80 FENCES ........................................................................................................................................... 8
DIVISION IX TRAFFIC CONTROL DEVICES ........................................................................................... 8
84 MARKINGS ....................................................................................................................................... 8
DIVISION X ELECTRICAL WORK ............................................................................................................ 8
DIVISION XIII APPENDICES .................................................................................................................... 8
APPENDIX A – FORM OF AGREEMENT .........................................................................
APPENDIX B – TECHNICAL SPECIFICATIONS ..............................................................
APPENDIX C – REQUIRED FEDERAL CLAUSES ..........................................................
APPENDIX D – DAVIS-BACON WAGE DETERMINATION .............................................
APPENDIX E – TRANSIT FACILITY ELECTRIC VEHICLE CHARGING
INFRASTRUCTURE PHASING EXHIBIT .........................................................................
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works
Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until
11:00 a.m. on January 19, 2023
at which time they will be publicly opened and read aloud. Public bid opening may be
viewed via Microsoft Teams video conference and conference call. In person attendance
will be permitted. Attendees are encouraged to wear face masks and practice social
distancing. Use the following link:
or join by phone with this number: #
Submit bid in a sealed envelope plainly marked:
Transit Facility Electric Vehicle Charging Infrastructure, Specification No.
1000535
Any bid received after the time and date specified will not be considered and will be
returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this
notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all
other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier’s check
3. bidder’s bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the
bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the
bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive
any informality in a bid.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
All bids are to be compared based on the City Engineer’s estimate of the quantities of
work to be done, as shown on the Bid Item List.
Bids will only be accepted from bidders that are licensed in compliance with the provisions
of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a
responsible contractor whose bid complies with the requirements prescribed. If the
contract is awarded, the contract will be awarded within 60 calendar days after the
opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute
a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the
City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals
Standard Specifications and Engineering Standards referenced in the Special Provisions
may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
You are responsible to obtain all issued addenda prior to bid opening. Addenda will be
available to download at the City’s website listed above or at the office of the City
Engineer.
Contact the project manager, Shelsie Moore at (805)783-7735 or the Public Works
Department at (805) 781-7200 prior to bid opening to verify the number of addenda
issued.
You are responsible to verify your contact information is correct on the plan holders list
located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
PROJECT INFORMATION
In general, the project consists of installing electric vehicle infrastructure at the Transit
Facility.
The project estimated construction cost is $2,000,000.
Contract time is established as 75 working days.
The fixed liquidated damages amount is established at $500 per day for failure to
complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of
Industrial Relations has established prevailing hourly wage rates for each type of
workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
There will be an optional walkthrough on January 10, 2023, at the Transit Facility
(29 Prado Road, San Luis Obispo, CA 93405) at 10am.
Bidders are herby notified that this contract is subject to the Required Federal
Clauses listed in Appendix C.
This contract is subject to the Davis-Bacon Federal minimum wage rates and State
prevailing wage rates.
In addition to the State prevailing wage rates, the Federal minimum wages for this
project, as predetermined by the United States Secretary of Labor, are incorporated
in this document in Appendix D.
If there is a difference between the Federal Minimum Wages and the General
Prevailing Wage Determinations, as predetermined by the Secretary of Labor and
by the Director of the California Department of Industrial Relations for similar
classifications of labor, the Contractor and subcontractors must pay the higher
wage rate.
The Department will not accept lower State wage rates not specifically included in
the Federal minimum wage determinations. This includes “helper”, other
classifications based on hours of experience, or any other classifications not
appearing in the Federal wage determinations. Where Federal wage determinations
do not contain the State wage rate determination, the Contractor and subcontractor
cannot pay less than the Federal minimum wage rate which most closely
approximates the duties of employees in question.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
A Contractor’s Guide to Prevailing Wage Requirements for Federally-Assisted
Construction may be obtained from the U.S. Department of Housing and Urban
Development website:
https://files.hudexchange.info/resources/documents/Davis-Bacon-and-Labor-
Standards-Contractor-Guide-Addendum.pdf
QUALIFICATIONS
You must possess a valid Class A Contractor’s License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered
with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor
Code.
You must have experience constructing projects similar to the work specified for this
project. Provide three similar reference projects completed as either the prime or
subcontractor. All referenced projects must have been completed within the last five years
from this project’s bid opening date.
One of the three reference projects must have been completed under contract with
a city, county, state or federal government agency as the prime contractor.
One of the referenced projects must be for construction of reinforced concrete.
One of the referenced projects must be for asphalt paving.
One of the referenced projects must be for installation of electric vehicle charging
infrastructure.
Failure to provide reference projects as specified in this section and as required on the
qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails
to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non-responsibility of
the bidder if the Director of Public Works or Designee finds, after providing notice and a
hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project
in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the
requirements in this Notice to Bidders.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive
bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or
may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding
the protest if submitted in compliance to the specified time limits. Anything submitted after
the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be
submitted within three days of the request, unless otherwise specified, and will notify the
protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City
Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will
make public records available upon request.
AWARD
The lowest bidder will be determined using the BID TOTAL.
As a condition to executing a contract with the City, two bonds each equal to one hundred
percent of the total contract price are required in compliance with Section 3-1.05 of the
Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with
the provisions of the Public Contract Code, Section 10263.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
vi
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact
Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805)
781-7107. Requests should be made as early as possible in the bidding process to allow
time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these
forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid
forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR TRANSIT FACILITY ELECTRIC VEHICLE CHARGING
INFRASTRUCTURE, SPECIFICATION NO. 1000535
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 13 Water Pollution Control Plan LS 1 ---
2 15 Remove Trees and Brush LS 1 ---
3 39 Remove Asphalt Pavement SQFT 45,500
4 41 Remove Concrete Pavement SQFT 12,000
5 15 Remove Catch Basin EA 3
6 15 Remove Chain Link Fence LF 16
7 15 Demo Light Post Concrete
Footing LS 1 ---
8 72 3” Drain Rock TON 8
9 72 Class 8 RSP Fabric SQFT 450
10 26 Class II Aggregate Base CY 1065
11 39 Hot Mix Asphalt Pavement
TON 2655
12 39 Asphalt Containment Berm LF 960
13 40 Concrete Pavement SQFT 23,650
14 80 Chain Link Fence LF 45
15 15 Utility Adjustment to Finished
Grade – Valves and Cleanouts EA 9
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BID FORMS
B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
16 15 Utility Adjustment to Finished
Grade – Manholes EA 2
17 84 Striping – Thermoplastic LS 1 ---
*18 77 Pothole Existing Utilities EA 10
19 70 Containment Area Catch Basins LS 1 ---
20 86 New 1600A switchboard material
and installation LS 1 ---
21 51 New concrete pad for 1600A
switchboard LS 1 ---
22 86 New Flat Top Manhole material
and installation LS 1 ---
23 86 Pull Boxes EA 7
24 51 Charger Concrete pad EA 14
25 86 Charger universal plates EA 12
26 86 Conduit, bends, and material LS 1 ---
27 77 Trenching for conduits LS 1 ---
28 12 Bollards EA 52
29 86 Circuit Breakers LF 2
30 86 Conductors LS 1 ---
31 5 Construction Survey LS 1 ---
32 5 Coordination with PG&E LS 1 ---
33 3, 5, 7 Compliance with Required
Federal Clauses LS 1 ---
*34 39, 96 Triaxial Geogrid Allowance SQFT 200
*35 15
Pothole for Future Solar Pole
Locations (15’ depth) EA 15
Bid Total $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
*Bid item exempt from Section 9-1.06 of the Standard Specifications. The unit price will not be adjusted regardless of the
final bid item quantity.
BID FORMS
BID FORMS
C
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the
standard specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than ½ percent (0.5%) of the total base bid. Do not list
alternative subcontractors for the same work. Subcontracting must not total more than
fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors required to pay
prevailing wage, must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the
bidder hereby declares under penalty of perjury under the laws of the State of California
that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not
____ been convicted within the preceding three years of any offenses referred to in that
section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or federal antitrust law in connection with the bidding upon, award
of, or performance of, any public works contract, as defined in Public Contract Code
Section 1101, with any public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the Trustees of the California State
University. The term “bidder” is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing employee thereof, as
referred to in Section 10285.1.
NOTE: The bidder must place a check mark after “has” or “has not” in one of the blank
spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature
portion constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a
proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented
from bidding on, or completing a federal, state, or local government project because of a
violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal
court has been issued against you within the immediately preceding two-year period
because of your failure to comply with an order of a federal court which orders you to comply
with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
E
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on
the signature portion constitute signature of this Statement and Questionnaire. Bidders are
cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
F
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or
corporation; that the bid is genuine and not collusive or sham; that the bidder has not
directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and
has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has
not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, that the
bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,
or the contents thereof, or divulged information or data relative thereto, or paid, and will not
pay, any fee to any corporation, partnership, company association, organization, bid
depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
G
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained
in all contract documents, including the notice to bidders, plans, specifications, special provisions, and
addendum number(s) . (Note: You are responsible to verify the number of
addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary
bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a
mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his
bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration
Date .
The above statement is made under penalty of perjury, and any bid not containing this information “will be
considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
H
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this
project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional
information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include
construction of reinforced concrete?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include asphalt
paving? Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include installation
of electric vehicle charging
infrastructure? Yes □ No □
Describe the services provided and how this project is similar
to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
I
Buy America Federal Clause
CERTIFICATION REQUIREMENT FOR PROCUREMENT OF STEEL, IRON, OR
MANUFACTURED PRODUCTS.
Certificate of Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C.
5323(j)(1) and the applicable regulations in 49 CFR Part 661.5.
Date
Signature
Company Name
Title
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(1) and 49 CFR 661.5, but it may qualify for an exception pursuant to 49
U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7.
Date
Signature
Company Name
Title
CERTIFICATION REQUIREMENT FOR PROCUREMENT OF BUSES, OTHER
ROLLING STOCK AND ASSOCIATED EQUIPMENT.
Certificate of Compliance with 49 U.S.C. 5323(j)(2)I.
The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C.
5323(j)(2)I and the regulations at 49 C.F.R. Part 661.11.
Date
Signature
Company Name
BID FORMS
BID FORMS
J
Title
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(2)I
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(2)I and 49 C.F.R. 661.11, but may qualify for an exception pursuant to 49
U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7.
Date
Signature
Company Name
Title
BID FORMS
BID FORMS
K
Byrd Anti-lobbying Amendment Federal Clause
APPENDIX A, 49 CFR PART 20–CERTIFICATION REGARDING LOBBYING
Certification for Contracts, Grants, Loans, and Cooperative Agreements
(To be submitted with each bid or offer exceeding $100,000)
The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that:
a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or employee
of an agency, a Member of Congress, an officer or employee of Congress, or an employee
of a Member of Congress in connection with the awarding of any Federal contract, the
making of any Federal grant, the making of any Federal loan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment, or
modification of any Federal contract, grant, loan, or cooperative agreement.
b) If any funds other than Federal appropriated funds have been paid or will be paid to
any person for making lobbying contacts to an officer or employee of any agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member
of Congress in connection with this Federal contract, grant, loan, or cooperative
agreement, the undersigned shall complete and submit Standard Form–LLL, “Disclosure
Form to Report Lobbying,” in accordance with its instructions [as amended by
“Government wide Guidance for New Restrictions on Lobbying,” 61 Fed. Reg. 1413
(1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with
Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C.
1601, et seq.)]
c) The undersigned shall require that the language of this certification be included in the
award documents for all subawards at all tiers (including subcontracts, subgrants, and
contracts under grants, loans, and cooperative agreements) and that all subrecipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended
by the Lobbying Disclosure Act of 1995). Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.
Note: Pursuant to 31 U.S.C. § 1352I(1)-(2)(A), any person who makes a prohibited
expenditure or fails to file or amend a required certification or disclosure form shall be
subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such expenditure or failure.
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L
The Contractor, , certifies or affirms the truthfulness and
accuracy of each statement of its certification and disclosure, if any. In addition, the
Contractor understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply
to this certification and disclosure, if any.
Signature of Contractor’s Authorized Official
Name and Title of Contractor’s Authorized Official
Date
BID FORMS
BID FORMS
M
Local Agency Contract Number:
Federal-Aid Project Number:
Bid Opening Date:
Contract Award Date:
Local Agency certifies that all DBE certifications are valid and information
on this form is complete and accurate.
25. Local Agency Representative's Signature 26.
Date
16. Preparer's Signature 17.
Date
27. Local Agency Representative's Name 28. Phone 18. Preparer's Name 19. Phone
29. Local Agency Representative's Title 20. Preparer's Title
IMPORTANT: Identify all DBE firms being claimed for credit,
regardless of tier. Names of the First Tier DBE Subcontractors
and their respective item(s) of work listed above must be
consistent, where applicable with the names and items of the
work in the "Subcontractor List" submitted with your bid.
Written confirmation of each listed DBE is required.
15. TOTAL CLAIMED DBE PARTICIPATION
Local Agency to Complete this Section
14. DBE
Dollar
Amount
13. DBE Contact Information
(Must be certified on the date bids are opened)
12. DBE
Certification
Number
11. Description of Work, Service, or
Materials Supplied
10. Bid
Item
Number
CONSTRUCTION CONTRACT DBE COMMITMENT
The City of San Luis Obispo (“City”), established a Disadvantaged Business Enterprise (DBE) goal for this
project.
1. Local Agency:_City of San Luis Obispo______ 2. Contract DBE Goal:_______18%__________
3. Project Description:_ Transit Facility Electric Vehicle Charging Infrastructure (Specification 1000535)_
4. Project Location:__ Transit Facility (29 Prado)____________________
Bidder’s Name:______________________ 6. Prime Certified DBE: 7. Bid Amount:_______________
9. Total Dollar Amount for ALL Subcontractors: ___________9. Total Number of ALL Subcontractors: ________
DISTRIBUTION: 1. Original –Agency. 2. Copy – Federal Grant Administrator. Failure to submit to within 30 days of
contract execution may result in de-obligation of federal funds on contract. Include additional copy with award package.
BID FORMS
BID FORMS
N
DBE GOOD FAITH EFFORT VERIFICATION
Construction Project: Transit Facility Electric Vehicle Charing Infrastructure
Specification No. 1000535
Bidder Name: ________________________________ Bidder Phone Number: __________________
Bidder Address: ________________________________________________________________________
Bid Meets DBE Goal (yes or no) ________ If no, proceed with Good Faith Effort Verification.
The City of San Luis Obispo (“City”), in accordance with 40 CFR part 33, requires Bidders to provide
information pertaining to the use of minority businesses, women’s business enterprises, and labor surplus
area firms (referred to herein as “DBEs”).
Please provide the following information, using additional sheets of paper if necessary, and submit this form
with your bid. Bidder should also submit mail logs, phone logs, electronic searches and communication,
newspaper clippings or similar records documenting efforts to meet the Good Faith Effort requirements.
9. Solicitation Lists/Publications. The names and dates of each publication in which a request for
DBE participation for this Project was placed by the Bidder (please attach copies of advertisements
and/or proofs of publication), or information related to solicitation lists on which DBEs were included:
Publications/Solicitation Lists Dates of Advertisement
2. Soliciting DBEs as Potential Sources. The names and dates of written notices sent to certified DBEs
soliciting bids for this Project and the dates and methods used for following up initial solicitations to determine
with certainty whether the DBEs were interested (please attach copies of solicitations, telephone records, fax
confirmations, etc.):
Name of DBEs Solicited Date of Initial
Solicitation
Follow Up Methods and Dates
BID FORMS
BID FORMS
O
9. Division of Requirements. The items of work which the Bidder made available to DBE firms
including, where appropriate, any breaking down of the contract work items (including those items
normally performed by the Bidder with its own forces) into economically feasible units to facilitate DBE
participation. It is the Bidder’s responsibility to demonstrate that sufficient work to facilitate DBE
participation was made available to DBE firms.
Items of Work Bidder
Normally
Performs
Item?
(Yes/No)
Breakdown of Items Amount ($) Percentage of
Contract (%)
4. Delivery Schedules. Efforts made to establish delivery schedules, where the requirement permits, which
encourage participation by small and minority businesses, and women’s business enterprises:
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
5. Contracting with DBE Consortium. Efforts to encourage contracting with a consortium of DBEs when a
contract is too large for one of these firms to handle individually:
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
6. Services of Other Agencies. The names of agencies, organizations or groups contacted to provide
assistance in contacting, recruiting and using DBE firms, such as the Small Business Administration and the
Minority Business Development Agency of the Department of Commerce (please attach copies of requests
to agencies and any responses received, i.e., lists, Internet page download, etc.):
Name of Agency/Organization Method/Date of Contact Results
Any additional data to support a demonstration of good faith efforts (use additional sheets if necessary):
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
BID FORMS
BID FORMS
P
ATTACH BIDDER’S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by
these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder’s signature is not required to be notarized. Surety’s signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph added
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works:
1. Transit Facility Electric Vehicle Charging Infrastructure Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2020 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Add to Section 2-12A DISADVANTAGED BUSINESS ENTERPRISES, General with:
The Contractor is directed to the provisions in Appendix C of these contract documents
titled: “REQUIRED FEDERAL CLAUSES”. These provisions apply to all work performed
under this contract. The Contractor is required to physically insert these same
provisions into each subcontract and subsequent lower-tier subcontract. They may not
be incorporated by reference. Failure to comply with this requirement represents
grounds for contract termination and debarment.
Bidders are advised that, as required by Federal law, the City of San Luis Obispo has
implemented a Disadvantaged Business Enterprise (DBE) goal. Refer to Appendix C for
Federal Requirements. The DBE contract goal for this project has been set at 18%.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Building Permit:
3-1.18B Building Permit
The contractor must obtain a no-fee building permit from the Community Development
Department. All requirements of the building permit shall be applied to the project.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 5, 7, 12, 13, 15, 26, 39, 40, 41, 51, 70, 72, 77,
80, 84, 86, and 96 for general, material, construction, and payment specifics.
5 CONTROL OF WORK
Add to Section 5-1.01 GENERAL:
Contractor to submit phasing plan prior to start of work.
Contractor to maintain access to bus maintenance building, bus probe/scanner, bus
wash, and area to allow busses to maneuver around the maintenance building for the
duration of the project except when pavement rehabilitation is in direct conflict with the
area. Provide the Engineer and Transit Division five (5) days notice prior to blocking
access to bus maintenance shop, bus wash, or bus probe.
Work in shaded area identified in Appendix E must begin on a Thursday and complete
in two consecutive working days unless otherwise approved by the Engineer. Schedule
to be reviewed and approved by Engineer prior to start of work.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan
Provide traffic control plan and traffic control application at or before the preconstruction
meeting. Traffic control plan must be drawn to scale. Traffic control application may be
obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete
work using due diligence to restore free flowing of traffic.
9 PAYMENT
Add to Section 9-1.01 GENERAL:
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3
Work as specified in these specifications and as shown on the Plans for which no
separate payment is provided for in the Bid Item List will be considered a subsidiary
obligation of the Contractor and the cost thereof shall be included in the applicable
Contract prices for the item to which the work applies.
The following additional Bid Item descriptions are included for those atypical bid items not
fully covered in the Standard Specifications:
BID ITEM 2 – REMOVE TREES AND BRUSH – Measurement and payment for removal
of approximately three (3) trees with larger than 6-inch diameter trunks, six (6) trees with
smaller than 6-inch diameter trucks, and brush as directed by the City and indicated on
the plans, will be made at the lump sum price per bid. Payment shall include the cost of,
but not limited to, the excavation and removal of existing trees, brush, and vegetation in
conflict with the proposed work. This bid item shall include all the necessary labor, tools,
materials, and equipment required to do all the work.
BID ITEMS 5 – REMOVE CATCH BASIN – Measurement and payment for removal and
disposal of existing catch basins as indicated on the plans will be made at the unit price
bid per each. Payment shall include the cost of, but not limited to, the demolition and
removal of the existing catch basin and plugging the ends of the existing drainage piping
to be abandoned in place with minor concrete not less than 6 inches thick. This bid item
shall include all the necessary labor, tools, materials, and equipment required to do all
the work.
BID ITEM 6 – REMOVE CHAINLINK FENCE – Measurement and payment for removal
of existing chainlink fencing will be made at the unit price bid per linear foot. Payment
shall include the cost of, but not limited to, the demolition and removal of existing fence,
posts, barbed wire, concrete and accessories as indicated on the Plans in front of new
switchboard location. This bid item shall include all the necessary labor, tools, materials,
and equipment required to do all the work.
BID ITEM 7 – DEMO LIGHT POST CONCRETE FOOTING – Payment for this lump sum
bid item shall be made on a percent complete basis, based on the lump sum amount for
this item, and includes full compensation for the demolition, removal, and disposal of the
existing light post concrete footing in accordance with the Contract Documents including
but not limited to removal and disposal of concrete, steel reinforcing, wiring, conduit,
equipment, appurtenances, and demolition of facilities. Salvage lamp and light post and
return to the City. This bid item shall include all the necessary labor, tools, materials, and
equipment required to do all the work.
BID ITEMS 19 – CONTAINMENT AREA CATCH BASINS – Payment for this lump sum
bid item shall be made on a percent complete basis, based on the lump sum amount for
this item, and includes full compensation for the installation of two containment area
drainage catch basins, piping, excavation, backfill, compaction, connections to existing
drainage piping in accordance with the Contract Documents including but not limited to
all the necessary labor, tools, materials, and equipment required to do all the work.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4
BID ITEM 20 – NEW 1600A SWITCHBOARD MATERIAL AND INSTALLATION –
Payment for this lump sum bid item shall be made on a percent complete basis, based
on the lump sum amount for this item, and includes full compensation for the installation
of a new 1600A Switchboard material in accordance with the Contract Documents
including but not limited to all the necessary labor, tools, materials, and equipment
required to do all the work.
BID ITEM 21 – NEW CONCRETE PAD FOR 1600A SWITCHBOARD – Payment for this
lump sum bid item shall be made on a percent complete basis, based on the lump sum
amount for this item, and includes full compensation for the construction of a new concrete
pad for the 1600A Switchboard in accordance with the Contract Documents including but
not limited to all the necessary labor, tools, materials, and equipment required to do all
the work.
BID ITEM 22 – NEW FLAT TOP MANHOLE MATERIAL AND INSTALLATION – Payment
for this lump sum bid item shall be made on a percent complete basis, based on the lump
sum amount for this item, and includes full compensation for the installation of the new
flat top manhole material in accordance with the Contract Documents including but not
limited to all the necessary labor, tools, materials, and equipment required to do all the
work.
BID ITEMS 24 – CHARGER CONCRETE PAD – Measurement and payment for
installation of a concrete pad for the EV Bus Charger as supplied by the City will be made
at the unit price bid per each in accordance with the Contract Documents including but
not limited to all the necessary labor, tools, materials, and equipment required to do all
the work.
BID ITEMS 26 – CONDUIT, BENDS, AND MATERIALS – Payment for this lump sum bid
item shall be made on a percent complete basis, based on the lump sum amount for this
item, and includes full compensation for the installation of conduit, bends, and materials
in accordance with the Contract Documents including but not limited to all the necessary
labor, tools, materials, and equipment required to do all the work.
BID ITEMS 27 – TRENCHING FOR CONDUITS – Payment for electrical trench
excavation, backfill and compaction shall be made on a percent complete basis, based
on the lump sum amount for this item, and includes full compensation for electrical
trenchwork. The lump sum cost shall constitute full compensation for furnishing all labor,
materials, tools, and equipment necessary for electrical trenchwork in accordance with
the Contract Documents including, but not limited to trench excavation, excavation
(including rock) pipe bedding, trench zone, compaction, erosion control; removal and
disposal of excavated soil not suitable for backfill, dewatering, protection of existing
utilities and conduit. Such payment will be considered full compensation for all labor,
materials, tools, and equipment for completion, implementation and compliance with the
Plans and Specifications.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5
BID ITEM 29 – CIRCUIT BREAKERS – Payment for circuit breakers shall be made on a
per linear foot basis and shall include full compensation for furnishing the labor, materials,
tools, and equipment and doing all the work involved to install new circuit breakers in
accordance with the Contract Documents including, but not limited to procurement,
installation, routing, testing and connecting to required electrical devices per plans,
specifications and National Electrical Code (NEC).
BID ITEMS 30 – CONDUCTORS – Payment for conductors shall be made on a percent
complete, based on the lump sum amount for this item, and shall include full
compensation for furnishing the labor, materials, tools, and equipment and doing all the
work involved to install new conductors in accordance with the Contract Documents
including, but not limited to procurement, installation, routing, testing and connecting to
required electrical devices per plans, specifications and NEC.
BID ITEM 34 – TRIAXIAL GEOGRID ALLOWANCE ITEM – Payment for triaxial geogrid
shall be made on a per square foot basis and shall include full compensation for furnishing
the labor, materials, tools, and equipment and doing all the work involved to install new
triaxial geogrid (Tensar TX 140 or approved equal) on top of the compacted subgrade as
directed by the Engineer.
DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add Section 10-1.02A, General Constraints on Sequence and Schedule of Work:
The Transit Facility Electrical Vehicle Charging Infrastructure site in the City of San Luis
Obispo (City) is a critical facility for the ongoing operations of the City’s transit operations
program.
Conduct work in a manner that will not impair the operational capabilities of essential
elements of the site.
Utilize description of critical events in work sequence in this Section as a guideline for
scheduling and undertaking the Work.
Work sequence and constraints presented do not include all items affecting completion
of the Work but are intended to describe critical events necessary to minimize disruption
of the existing facilities and to ensure no interruption of service operations of City’s safety
response teams.
Add Section 10-1.02F, Shutdown and Construction Constraints:
Execute the Work while the existing facility is in operation.
Add Section 10-1.02G, Operations and Maintenance Access:
Provide safe, continuous access to bus maintenance facilities for City personnel.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
6
16 TEMPORARY FACILITIES
Add Section 16-3 TEMPORARY CONSTRUCTION FACILITIES as follows:
16-3.01A Summary
Contractor shall provide its own office and construction utilities including the cost of
permits, usage, generation, installation, relocation, distribution, maintenance, safety,
disposal, and removal.
Contractor shall not install or remove any temporary utility without prior written approval
of the Engineer.
Temporary utilities placed underground shall be permanently marked as to prevent
damage by others, and accurately located for removal. Damage to above ground and
underground utilities by the Contractor shall be repaired or replaced by the Contractor at
no cost to the City.
Obtain permits and inspections required by public utility companies, State of California,
San Luis Obispo City and/or special districts for the installation and use of temporary
utilities. Utility installations shall comply with all codes and regulations.
The Contractor is cautioned that there is limited space available on site for temporary
storage yards, parking, storage buildings, and temporary office space. Limited staging
area will be made available to the Contractor. The Contractor shall satisfy itself that the
staging area is adequate for the Contractor’s use. If the staging area is not adequate, the
Contractor shall find additional staging area for itself offsite. The cost for additional staging
area shall be included in the Contractor’s bid and no additional payment will be made to
the Contractor for additional staging area.
Contractor shall submit for approval the Contractor’s proposed plan for temporary utilities,
storage facilities/yards, temporary offices/trailers, and temporary construction water.
Provide power required for construction operations. Reimburse Owner for the cost of any
permanent power used, including power used for testing and commissioning of equipment
and systems.
16-3.01B Electrical Power – Construction Phase
The Contractor can make its own arrangements with the local utility company to provide
adequate temporary electrical service at a location acceptable to the City and utility
service provider. The Contractor shall then provide adequate jobsite distribution facilities
conforming to applicable codes and safety regulations. The Contractor shall provide, at
its own cost, all electric power required for construction, testing, general and security
SPECIAL PROVISIONS
SPECIAL PROVISIONS
7
lighting, and all other purposes whether supplied through temporary or permanent
facilities.
16-3.01C Dust Control
Perform dust control operations to prevent construction operations from producing dust
in amounts harmful to persons or causing a nuisance to persons living nearby or
occupying buildings in the vicinity of the work. Use water or dust preventative to control
dust.
16-3.01D Fire Danger
Minimize fire danger in the vicinity of and adjacent to the construction site. Provide labor
and equipment to protect the surrounding private property from fire resulting from
construction operations.
16-3.01E Sanitary Conveniences
The Contractor shall provide suitable and adequate sanitary conveniences for the use of
all persons at the site of the Work. Such conveniences shall include chemical toilets or
water closets and shall be located at appropriate locations at the site of the Work. All
sanitary conveniences shall conform to the regulations of the public authority having
jurisdiction over such matters. At the completion of the Work, all such sanitary
conveniences shall be removed and the site left in a sanitary condition.
16-3.01F Temporary Construction Fences and Gates
Contractor may, upon approval by Engineer, install temporary fences, gates, barricades,
or other suitable means to protect property and prevent damage and injury.
16-3.01G Illumination
The Contractor shall provide temporary lighting in all work areas sufficient to maintain a
lighting level during working hours not less than the lighting level required by OSHA
standards.
Permanent building lighting may not be used during construction.
16-3.01H Progress/Work Area Cleaning
Maintain staging and work areas in a clean and orderly condition free from trash. “Trash”
shall include all: food scraps, office garbage, construction rubbish/debris, waste/excess
materials, shipping/packing materials, and windblown trash. Trash shall be collected and
placed into containers daily at designated waste storage areas in locations approved by
the Owner and removed periodically for offsite disposal at Contractor’s expense.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
8
16-3.01I Removal
Remove temporary equipment, facilities, and materials prior to request for final inspection.
Clean and repair damage caused by installation and use of temporary work.
Remove all temporary site improvements. All materials removed shall be disposed of off-
site and the area shall be returned to the design as set forth in Contract Documents.
DIVISION VI STRUCTURES
45 GENERAL
Add to Section 45-1.01 GENERAL:
For concrete structures and steel reinforcement specifications, the Structural Plans shall
take precedent over the State Standard Specifications. Refer to Sheets 7 through 9 of
the Plan.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
80 FENCES
Add to Section 80-3.01A, Summary:
Chain link fence shall be galvanized type CL-6, BW and comply with Caltrans Standard
Plans including A85, A85A, and A85B.
DIVISION IX TRAFFIC CONTROL DEVICES
84 MARKINGS
Add to Section 84-2.03C Application of Stripes and Markings:
Preformed thermoplastic is only allowed with the approval of the Engineer.
DIVISION X ELECTRICAL WORK
86 ELECTICAL
Add Section 86-1.01, GENERAL:
For construction specifications of electrical items, the Electrical Plans shall take precedent
over the State Standard Specifications. Refer to Electrical Sheets of the Plan Set and to
Technical Specifications included in Appendix B.
DIVISION XIII APPENDICES
Add Section 100-1.01 APPENDICES:
SPECIAL PROVISIONS
SPECIAL PROVISIONS
9
Appendix A - Form of Agreement
Appendix B – Technical Specifications
Appendix C – Required Federal Clauses
Appendix D – Davis-Bacon Wage Determination
Appendix E – Transit Facility Electric Vehicle Charging Infrastructure Phasing
Exhibit
APPENDIX
APPENDIX
0
APPENDIX A – FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis
Obispo, a municipal corporation and charter city, San Luis Obispo County, California
(hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be
performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and
said work performed and completed under the direction and supervision and subject to the
approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration
for the faithful performance of this Contract, subject to any additions or deductions as
provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1.
2.
3.
BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions
embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work
which the Contractor may be required to do, or respecting the size of any payment to the
Contractor, during the performance of this Contract, said dispute shall be decided by the
Owner and its decision shall be final, and conclusive.
APPENDIX
APPENDIX
1
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal
counsel approved by City, and hold harmless City, its officers, officials, employees and
volunteers from and against all liability, loss, damage, expense, cost (including without
limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation) of every nature arising out of or in connection with the Contractor’s negligence,
recklessness or willful misconduct in the performance of work hereunder or its failure to
comply with any of its obligations contained in this Agreement, except such loss or damage
which is caused by the sole or active negligence or willful misconduct of the City. Should
conflict of interest principles preclude a single legal counsel from representing both the City
and the Contractor, or should the City otherwise find the Contractor’s legal counsel
unacceptable, then the Contractor shall reimburse the City its costs of defense, including
without limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation. The Contractor shall promptly pay any final judgment rendered against the City
(and its officers, officials, employees and volunteers) with respect to claims determined by
a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful
performance. It is expressly understood and agreed that the foregoing provisions are
intended to be as broad and inclusive as is permitted by the law of the State of California
and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,
civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the
Contractor shall not be required to indemnify and hold harmless the City for liability
attributable to the active negligence of City, provided such active negligence is determined
by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2
instances where the City is shown to have been actively negligent and where the City’s
active negligence accounts for only a percentage of the liability involved, the obligation of
the Contractor will be for that entire portion or percentage of liability not attributable to the
active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid of said Contractor,
then this instrument shall control and nothing herein shall be considered as an acceptance
of the said terms of said bid conflicting herewith.
ARTICLE VI. Contractor is subject to compliance with all Required Federal Clauses per
Exhibit A.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
Exhibit A - Required Federal Clauses
1.Fly America Requirements
2.Buy America Requirements
3.Cargo Preference Requirements - Use of United States-Flag Vessels
4.Seismic Safety
5.Energy Conservation
6.Clean Water Requirements
7.Byrd Anti-Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying
Disclosure Act of 1995, P.L. 104-65 (to be codified at 2 U.S.C. § 1601, et seq.)
8.Access to Records
9.Federal Changes
10.Bid Bond Requirements
11.Clean Air
12.Recovered Materials
13.Davis-Bacon and Copeland Anti-Kickback Acts
14.Contract Work Hours and Safety Standards
15.No Obligation by the Federal Government
16.Program Fraud and False or Fraudulent Statements or Related Acts
17.Termination
18.Suspension and Debarment
19.Civil Rights
20.Disputes
21.Disadvantaged Business Enterprises
22.Incorporation of Federal Transit Administration (FTA) Terms
1. Fly America Requirements
The Contractor agrees to comply with 49 United States Code (U.S.C.) 40118 (the “Fly
America” Act) in accordance with the General Services Administration’s regulations at 41
Code of Federal Regulations (CFR) Part 301-10, which provide that the City of San Luis
Obispo (the City) and their contractors are required to use U.S. Flag air carriers for U.S
Government-financed international air travel and transportation of their personal effects
or property, to the extent such service is available, unless travel by foreign air carrier is a
matter of necessity, as defined by the Fly America Act. The Contractor shall submit, if a
foreign air carrier was used, an appropriate certification or memorandum adequately
explaining why service by a U.S. flag air carrier was not available or why it was necessary
to use a foreign air carrier and shall, in any event, provide a certificate of compliance with
the Fly America requirements. The Contractor agrees to include the requirements of this
section in all subcontracts that may involve international air transportation.
2. Buy America Requirements
The Contractor agrees to comply with 49 U.S.C. 5323(j) and 49 CFR. Part 661, which
provide that Federal funds may not be obligated unless steel, iron, and manufactured
products used in Federal Transit Administration (FTA) funded projects are produced in
the United States, unless a waiver has been granted by FTA or the product is subject to
a general waiver. General waivers are listed in 49 CFR. 661.7 and include final assembly
in the United States for 15 passenger vans and 15 passenger wagons produced by
Chrysler Corporation, and microcomputer equipment and software. Separate
requirements for rolling stock are set out at 49 USC. 5323(j)(2)(C) and 49 CFR. 661.11.
Rolling stock must be assembled in the United States and have a 60 percent domestic
content.
A bidder or offeror must submit to the City the appropriate Buy America certification
(below) with all bids or offers on FTA funded contracts, except those subject to a general
waiver. Bids or offers that are not accompanied by a completed Buy America certification
must be rejected as nonresponsive. This requirement does not apply to lower tier
subcontractors.
Certification requirement for procurement of steel, iron, or manufactured products.
Certificate of Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C.
5323(j)(1) and the applicable regulations in 49 CFR Part 661.5.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(1) and 49 CFR 661.5, but it may qualify for an exception pursuant to 49
U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certification requirement for procurement of buses, other rolling stock and
associated equipment.
Certificate of Compliance with 49 U.S.C. 5323(j)(2)(C).
The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C.
5323(j)(2)(C) and the regulations at 49 C.F.R. Part 661.11.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(2)(C)
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11, but may qualify for an exception pursuant to
49 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
3. Cargo Preference Requirements - Use of United States-Flag Vessels
The Contractor agrees:
a) to use privately owned United States-Flag commercial vessels to ship at least 50
percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo
liners, and tankers) involved, whenever shipping any equipment, material, or
commodities pursuant to the underlying contract to the extent such vessels are
available at fair and reasonable rates for United States-Flag commercial vessels;
b) to furnish within 20 working days following the date of loading for shipments
originating within the United States or within 30 working days following the date of
leading for shipments originating outside the United States, a legible copy of a
rated, "on-board" commercial ocean bill-of-lading in English for each shipment of
cargo described in the preceding paragraph to the Division of National Cargo,
Office of Market Development, Maritime Administration, Washington, DC 20590
and to the City (through the Contractor in the case of a subcontractor's bill-of-
lading.)
c) to include these requirements in all subcontracts issued pursuant to this contract
when the subcontract may involve the transport of equipment, material, or
commodities by ocean vessel.
4. Seismic Safety
The Contractor agrees that any new building or addition to an existing building will be
designed and constructed in accordance with the standards for Seismic Safety required
in Department of Transportation Seismic Safety Regulations 49 CFR Part 41 and will
certify to compliance to the extent required by the regulation. The Contractor also agrees
to ensure that all work performed under this contract including work performed by a
subcontractor is in compliance with the standards required by the Seismic Safety
Regulations and the certification of compliance issued on the project.
5. Energy Conservation
The Contractor agrees to comply with mandatory standards and policies relating to
energy efficiency which are contained in the state energy conservation plan issued in
compliance with the Energy Policy and Conservation Act.
6. Clean Water Requirements
a) The Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Federal Water Pollution Control Act, as
amended, 33 U.S.C. 1251 et seq. The Contractor agrees to report each violation
to the City and understands and agrees that the City will, in turn, report each
violation as required to assure notification to FTA and the appropriate
Environmental Protection Agency (EPA) Regional Office.
b) The Contractor also agrees to include these requirements in each subcontract
exceeding $100,000 financed in whole or in part with Federal assistance provided
by FTA.
7. Byrd Anti-Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying
Disclosure Act of 1995, P.L. 104-65 (to be codified at 2 U.S.C. § 1601, et seq.)
Mandatory Clause/Language
Clause and specific language therein are mandated by 49 CFR Part 19, Appendix A.
Modifications have been made to the Clause pursuant to Section 10 of the Lobbying
Disclosure Act of 1995, Public Law (P.L.) 104-65 (to be codified at 2 U.S.C. § 1601, et
seq.)
Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are
mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure
Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49
CFR § 20.110(d)
Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section
7, which provides that contractors file the certification required by 49 CFR Part 20,
Appendix A.
Modifications have been made to the Lobbying Certification pursuant to Section 10 of the
Lobbying Disclosure Act of 1995.
Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of
49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on
Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A.
Contractors who apply or bid for an award of $100,000 or more shall file the certification
required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier
above that it will not and has not used Federal appropriated funds to pay any person or
organization for influencing or attempting to influence an officer or employee of any
agency, a member of Congress, officer or employee of Congress, or an employee of a
member of Congress in connection with obtaining any Federal contract, grant or any other
award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant
under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf
with non-Federal funds with respect to that Federal contract, grant or award covered by
31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the City.
APPENDIX A, 49 CFR PART 20--CERTIFICATION REGARDING LOBBYING
Certification for Contracts, Grants, Loans, and Cooperative Agreements
(To be submitted with each bid or offer exceeding $100,000)
The Contractor certifies, to the best of his or her knowledge and belief, that:
No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or
employee of an agency, a Member of Congress, an officer or employee of Congress, or
an employee of a Member of Congress in connection with the awarding of any Federal
contract, the making of any Federal grant, the making of any Federal loan, the entering
into of any cooperative agreement, and the extension, continuation, renewal, amendment,
or modification of any Federal contract, grant, loan, or cooperative agreement.
If any funds other than Federal appropriated funds have been paid or will be paid to any
person for making lobbying contacts to an officer or employee of any agency, a Member
of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with this Federal contract, grant, loan, or cooperative agreement,
the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to
Report Lobbying," in accordance with its instructions as amended by "Government wide
Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note:
Language in paragraph (2) herein has been modified in accordance with Section 10 of
the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et
seq.).
The undersigned shall require that the language of this certification be included in the
award documents for all subawards at all tiers (including subcontracts, subgrants, and
contracts under grants, loans, and cooperative agreements) and that all subrecipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended
by the Lobbying Disclosure Act of 1995). Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.
Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited
expenditure or fails to file or amend a required certification or disclosure form shall be
subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such expenditure or failure.
The Contractor, , certifies or affirms the truthfulness and accuracy of
each statement of its certification and disclosure, if any. In addition, the Contractor
understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply to this
certification and disclosure, if any.
_____________________ Signature of Contractor's Authorized Official
_____________________ Name and Title of Contractor's Authorized Official
_____________________ Date
8. Access to Records
The following access to records requirements apply to this Contract:
The Contractor agrees to provide the City, the FTA Administrator, the Comptroller
General of the United States or any of their authorized representatives access to any
books, documents, papers and records of the Contractor which are directly pertinent to
this contract for the purposes of making audits, examinations, excerpts and transcriptions.
Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or
his authorized representatives including any Project Management Office (PMO)
Contractor access to Contractor's records and construction sites pertaining to a major
capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial
assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311.
Where the Purchaser is a State and is the City or a subgrantee of the City in accordance
with 49 C.F.R. 633.17, Contractor agrees to provide the Purchaser, the FTA Administrator
or his authorized representatives, including any PMO Contractor, access to the
Contractor's records and construction sites pertaining to a major capital project, defined
at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the
programs described at 49 U.S.C. 5307, 5309 or 5311. By definition, a major capital project
excludes contracts of less than the simplified acquisition threshold currently set at
$100,000.
Where the Purchaser enters into a negotiated contract for other than a small purchase or
under the simplified acquisition threshold and is an institution of higher education, a
hospital or other non-profit organization and is the City or a subgrantee of the City in
accordance with 49 C.F.R. 19.48, Contractor agrees to provide the Purchaser, FTA
Administrator, the Comptroller General of the United States or any of their duly authorized
representatives with access to any books, documents, papers and record of the
Contractor which are directly pertinent to this contract for the purposes of making audits,
examinations, excerpts and transcriptions.
Where any Purchaser which is the City or a subgrantee of the City in accordance with 49
U.S.C. 5325(a) enters into a contract for a capital project or improvement (defined at 49
U.S.C. 5302(a)1) through other than competitive bidding, the Contractor shall make
available records related to the contract to the Purchaser, the Secretary of Transportation
and the Comptroller General or any authorized officer or employee of any of them for the
purposes of conducting an audit and inspection.
The Contractor agrees to permit any of the foregoing parties to reproduce by any means
whatsoever or to copy excerpts and transcriptions as reasonably needed.
The Contractor agrees to maintain all books, records, accounts and reports required
under this contract for a period of not less than three years after the date of termination
or expiration of this contract, except in the event of litigation or settlement of claims arising
from the performance of this contract, in which case Contractor agrees to maintain same
until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly
authorized representatives, have disposed of all such litigation, appeals, claims or
exceptions related thereto. Reference 49 CFR 18.39(i)(11).
FTA does not require the inclusion of these requirements in subcontracts.
9. Federal Changes
Contractor shall at all times comply with all applicable FTA regulations, policies,
procedures and directives, including without limitation those listed directly or by reference
in the Master Agreement between Purchaser and FTA, as they may be amended or
promulgated from time to time during the term of this contract. Contractor's failure to so
comply shall constitute a material breach of this contract.
10. Bid Bond Requirements
Applicability to Contracts
For those construction or facility improvement contracts or subcontracts exceeding
$100,000, FTA may accept the bonding policy and requirements of the City, provided that
they meet the minimum requirements for construction contracts as follows:
A bid guarantee from each bidder equivalent to ten (10) percent of the bid price. The "bid
guarantees" shall consist of a firm commitment such as a bid bond, certifies check, or
other negotiable instrument accompanying a bid as assurance that the bidder will, upon
acceptance of the bid, execute such contractual documents as may be required within
the time specified.
A performance bond on the part to the Contractor for 100 percent of the contract price. A
"performance bond" is one executed in connection with a contract to secure fulfillment of
all the Contractor's obligations under such contract.
A payment bond on the part of the Contractor for 100 percent of the contract price. A
"payment bond" is one executed in connection with a contract to assure payment, as
required by law, of all persons supplying labor and material in the execution of the work
provided for in the contract.
A cash deposit, certified check or other negotiable instrument may be accepted by a
grantee in lieu of performance and payment bonds, provided the grantee has established
a procedure to assure that the interest of FTA is adequately protected. An irrevocable
letter of credit would also satisfy the requirement for a bond.
Flow Down
Bonding requirements flow down to the first tier Contractors.
Bid Bond Requirements (Construction)
a) Bid Security
A Bid Bond must be issued by a fully qualified surety company acceptable to the City and
listed as a company currently authorized under 31 CFR, Part 223 as possessing a
Certificate of Authority as described thereunder.
b) Rights Reserved
In submitting this Bid, it is understood and agreed by bidder that the right is reserved by
the City to reject any and all bids, or part of any bid, and it is agreed that the Bid may not
be withdrawn for a period of ninety (90) days subsequent to the opening of bids, without
the written consent of the City.
It is also understood and agreed that if the undersigned bidder should withdraw any part
or all of the bid within ninety(90) days after the bid opening without the written consent of
the City, shall refuse or be unable to enter into this Contract, as provided above, or refuse
or be unable to furnish adequate and acceptable Performance Bonds and Labor and
Material Payments Bonds, as provided above, or refuse or be unable to furnish adequate
and acceptable insurance, as provided above, the undersigned bidder shall forfeit the bid
security to the extent of the City’s damages occasioned by such withdrawal, or refusal, or
inability to enter into an agreement, or provide adequate security therefor.
It is further understood and agreed that to the extent the defaulting bidder's Bid Bond,
Certified Check, Cashier's Check, Treasurer's Check, and/or Official Bank Check
(excluding any income generated thereby which has been retained by the City) shall
prove inadequate to fully recompense the City for the damages occasioned by default,
then the undersigned bidder agrees to indemnify the City and pay over to the City the
difference between the bid security and the City’s total damages, so as to make the City
whole.
The undersigned understands that any material alteration of any of the above or any of
the material contained on this form, other than that requested, will render the bid
unresponsive.
Performance and Payment Bonding Requirements (Construction)
The Contractor shall be required to obtain performance and payment bonds as follows:
Performance bonds
a) The penal amount of performance bonds shall be 100 percent of the original
contract price, unless the City determines that a lesser amount would be adequate
for the protection of the City.
b) The City may require additional performance bond protection when a contract price
is increased. The increase in protection shall generally equal 100 percent of the
increase in contract price. The City may secure additional protection by directing
the Contractor to increase the penal amount of the existing bond or to obtain an
additional bond.
Advance Payment Bonding Requirements
The Contractor may be required to obtain an advance payment bond if the contract
contains an advance payment provision and a performance bond is not furnished. The
City shall determine the amount of the advance payment bond necessary to protect the
City.
Patent Infringement Bonding Requirements (Patent Indemnity)
The Contractor may be required to obtain a patent indemnity bond if a performance bond
is not furnished and the financial responsibility of the Contractor is unknown or doubtful.
The City shall determine the amount of the patent indemnity to protect the City.
Warranty of the Work and Maintenance Bonds
a) The Contractor warrants to the City, the Architect and/or Engineer that all materials
and equipment furnished under this Contract will be of highest quality and new
unless otherwise specified by the City, free from faults and defects and in
conformance with the Contract Documents. All work not so conforming to these
standards shall be considered defective. If required by the City, the Contractor
shall furnish satisfactory evidence as to the kind and quality of materials and
equipment.
b) The Work furnished must be of first quality and the workmanship must be the best
obtainable in the various trades. The Work must be of safe, substantial and durable
construction in all respects. The Contractor hereby guarantees the Work against
defective materials or faulty workmanship for a minimum period of one (1) year
after Final Payment by the City and shall replace or repair any defective materials
or equipment or faulty workmanship during the period of the guarantee at no cost
to the City. As additional security for these guarantees, the Contractor shall, prior
to the release of Final Payment, furnish separate Maintenance (or Guarantee)
Bonds in form acceptable to the City written by the same corporate surety that
provides the Performance Bond and Labor and Material Payment Bond for this
Contract. These bonds shall secure the Contractor's obligation to replace or repair
defective materials and faulty workmanship for a minimum period of one (1) year
after Final Payment and shall be written in an amount equal to ONE HUNDRED
PERCENT (100%) of the CONTRACT SUM, as adjusted (if at all).
11. Clean Air
a) The Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401
et seq. The Contractor agrees to report each violation to the Purchaser and
understands and agrees that the Purchaser will, in turn, report each violation as
required to assure notification to FTA and the appropriate EPA Regional Office.
b) The Contractor also agrees to include these requirements in each subcontract
exceeding $100,000 financed in whole or in part with Federal assistance provided
by FTA.
12. Recovered Materials
The Contractor agrees to comply with all the requirements of Section 6002 of the
Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962),
including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive
Order 12873, as they apply to the procurement of the items designated in Subpart B of
40 CFR Part 247.
13. Davis-Bacon and Copeland Anti-Kickback Acts
The Davis-Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC
874. The Acts apply to grantee construction contracts and subcontracts that “at least
partly are financed by a loan or grant from the Federal Government.” 40 USC 3145(a), 29
CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000.
40 USC 3142(a), 29 CFR 5.5(a). ‘Construction,’ for purposes of the Acts, includes “actual
construction, alteration and/or repair, including painting and decorating.” 29 CFR 5.5(a).
The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11)
enumerated at 29 CFR 5.5(a) and reproduced below.
The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the
model clause below should be coordinated with counsel to ensure the Acts’ requirements
are satisfied.
(1) Minimum wages - (i) All laborers and mechanics employed or working upon the site
of the work (or under the United States Housing Act of 1937 or under the Housing Act of
1949 in the construction or development of the project), will be paid unconditionally and
not less often than once a week, and without subsequent deduction or rebate on any
account (except such payroll deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages
and bona fide fringe benefits (or cash equivalents thereof) due at time of payment
computed at rates not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part hereof, regardless of any
contractual relationship which may be alleged to exist between the Contractor and such
laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under
section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv)
of this section; also, regular contributions made or costs incurred for more than a weekly
period (but not less often than quarterly) under plans, funds, or programs which cover the
particular weekly period, are deemed to be constructively made or incurred during such
weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and
fringe benefits on the wage determination for the classification of work actually performed,
without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or
mechanics performing work in more than one classification may be compensated at the
rate specified for each classification for the time actually worked therein: Provided, That
the employer's payroll records accurately set forth the time spent in each classification in
which work is performed. The wage determination (including any additional classifications
and wage rates conformed under paragraph (1)(ii) of this section) and the Davis- Bacon
poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at
the site of the work in a prominent and accessible place where it can be easily seen by
the workers.
(ii) (A)The contracting officer shall require that any class of laborers or mechanics,
including helpers, which is not listed in the wage determination and which is to be
employed under the contract shall be classified in conformance with the wage
determination. The contracting officer shall approve an additional classification and wage
rate and fringe benefits therefore only when the following criteria have been met:
(1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to be
performed by the classification requested is not performed by a classification in the wage
determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination; and
(4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification prevails
in the area in which the work is performed.
(B) If the Contractor and the laborers and mechanics to be employed in the classification
(if known), or their representatives, and the contracting officer agree on the classification
and wage rate (including the amount designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the contracting officer to the Administrator of
the Wage and Hour Division, Employment Standards Administration, U.S. Department of
Labor, Washington, DC 20210. The Administrator, or an authorized representative, will
approve, modify, or disapprove every additional classification action within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer within the
30-day period that additional time is necessary.
(C) In the event the Contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree on the
proposed classification and wage rate (including the amount designated for fringe
benefits, where appropriate), the contracting officer shall refer the questions, including
the views of all interested parties and the recommendation of the contracting officer, to
the Administrator for determination. The Administrator, or an authorized representative,
will issue a determination within 30 days of receipt and so advise the contracting officer
or will notify the contracting officer within the 30- day period that additional time is
necessary.
(D) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work
in the classification under this contract from the first day on which work is performed in
the classification.
(iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the
Contractor shall either pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the Contractor does not make payments to a trustee or other third person, the
Contractor may consider as part of the wages of any laborer or mechanic the amount of
any costs reasonably anticipated in providing bona fide fringe benefits under a plan or
program, Provided, That the Secretary of Labor has found, upon the written request of
the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The
Secretary of Labor may require the Contractor to set aside in a separate account assets
for the meeting of obligations under the plan or program.
(v) (A)The contracting officer shall require that any class of laborers or mechanics which
is not listed in the wage determination and which is to be employed under the contract
shall be classified in conformance with the wage determination. The contracting officer
shall approve an additional classification and wage rate and fringe benefits therefor only
when the following criteria have been met:
(1) The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
(B) If the Contractor and the laborers and mechanics to be employed in the classification
(if known), or their representatives, and the contracting officer agree on the classification
and wage rate (including the amount designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the contracting officer to the Administrator of
the Wage and Hour Division, Employment Standards Administration, Washington, DC
20210. The Administrator, or an authorized representative, will approve, modify, or
disapprove every additional classification action within 30 days of receipt and so advise
the contracting officer or will notify the contracting officer within the 30-day period that
additional time is necessary.
(C) In the event the Contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree on the
proposed classification and wage rate (including the amount designated for fringe
benefits, where appropriate), the contracting officer shall refer the questions, including
the views of all interested parties and the recommendation of the contracting officer, to
the Administrator for determination. The Administrator, or an authorized representative,
will issue a determination with 30 days of receipt and so advise the contracting officer or
will notify the contracting officer within the 30-day period that additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all workers performing work
in the classification under this contract from the first day on which work is performed in
the classification.
(2) Withholding - The City shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or cause to be withheld
from the Contractor under this contract or any other Federal contract with the same prime
Contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing
wage requirements, which is held by the same prime Contractor, so much of the accrued
payments or advances as may be considered necessary to pay laborers and mechanics,
including apprentices, trainees, and helpers, employed by the Contractor or any
subcontractor the full amount of wages required by the contract. In the event of failure to
pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or
working on the site of the work (or under the United States Housing Act of 1937 or under
the Housing Act of 1949 in the construction or development of the project), all or part of
the wages required by the contract, the City may, after written notice to the Contractor,
sponsor, applicant, or owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds until such violations
have ceased.
(3) Payrolls and basic records - (i) Payrolls and basic records relating thereto shall be
maintained by the Contractor during the course of the work and preserved for a period of
three years thereafter for all laborers and mechanics working at the site of the work (or
under the United States Housing Act of 1937, or under the Housing Act of 1949, in the
construction or development of the project). Such records shall contain the name,
address, and social security number of each such worker, his or her correct classification,
hourly rates of wages paid (including rates of contributions or costs anticipated for bona
fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B)
of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and
actual wages paid. Whenever the Secretary of Labor has found under 29 CFR
5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or program described in section
1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records which show that
the commitment to provide such benefits is enforceable, that the plan or program is
financially responsible, and that the plan or program has been communicated in writing
to the laborers or mechanics affected, and records which show the costs anticipated or
the actual cost incurred in providing such benefits. Contractors employing apprentices or
trainees under approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of trainee programs, the registration of the
apprentices and trainees, and the ratios and wage rates prescribed in the applicable
programs.
(ii) (A) The Contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the City for transmission to the FTA. The payrolls
submitted shall set out accurately and completely all of the information required to be
maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may
be submitted in any form desired. Optional Form WH-347 is available for this purpose
and may be purchased from the Superintendent of Documents (Federal Stock Number
029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime
Contractor is responsible for the submission of copies of payrolls by all subcontractors.
(B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed
by the Contractor or subcontractor or his or her agent who pays or supervises the
payment of the persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be
maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and that such
information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and trainee)
employed on the contract during the payroll period has been paid the full weekly wages
earned, without rebate, either directly or indirectly, and that no deductions have been
made either directly or indirectly from the full wages earned, other than permissible
deductions as set forth in Regulations, 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the applicable wage rates
and fringe benefits or cash equivalents for the classification of work performed, as
specified in the applicable wage determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on the reverse
side of Optional Form WH-347 shall satisfy the requirement for submission of the
"Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the Contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and section
231 of title 31 of the U.S.C.
(iii) The Contractor or subcontractor shall make the records required under paragraph
(a)(3)(i) of this section available for inspection, copying, or transcription by authorized
representatives of the FTA or the Department of Labor, and shall permit such
representatives to interview employees during working hours on the job. If the Contractor
or subcontractor fails to submit the required records or to make them available, the
Federal agency may, after written notice to the Contractor, sponsor, applicant, or owner,
take such action as may be necessary to cause the suspension of any further payment,
advance, or guarantee of funds. Furthermore, failure to submit the required records upon
request or to make such records available may be grounds for debarment action pursuant
to 29 CFR 5.12.
(4) Apprentices and trainees - (i) Apprentices - Apprentices will be permitted to work at
less than the predetermined rate for the work they performed when they are employed
pursuant to and individually registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Employment and Training Administration, Bureau of
Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the
Bureau, or if a person is employed in his or her first 90 days of probationary employment
as an apprentice in such an apprenticeship program, who is not individually registered in
the program, but who has been certified by the Bureau of Apprenticeship and Training or
a State Apprenticeship Agency (where appropriate) to be eligible for probationary
employment as an apprentice. The allowable ratio of apprentices to journeymen on the
job site in any craft classification shall not be greater than the ratio permitted to the
Contractor as to the entire work force under the registered program. Any worker listed on
a payroll at an apprentice wage rate, who is not registered or otherwise employed as
stated above, shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any apprentice
performing work on the job site in excess of the ratio permitted under the registered
program shall be paid not less than the applicable wage rate on the wage determination
for the work actually performed. Where a Contractor is performing construction on a
project in a locality other than that in which its program is registered, the ratios and wage
rates (expressed in percentages of the journeyman's hourly rate) specified in the
Contractor's or subcontractor's registered program shall be observed. Every apprentice
must be paid at not less than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of fringe benefits listed on the wage
determination for the applicable classification. If the Administrator of the Wage and Hour
Division of the U.S. Department of Labor determines that a different practice prevails for
the applicable apprentice classification, fringes shall be paid in accordance with that
determination. In the event the Bureau of Apprenticeship and Training, or a State
Apprenticeship Agency recognized by the Bureau, withdraws approval of an
apprenticeship program, the Contractor will no longer be permitted to utilize apprentices
at less than the applicable predetermined rate for the work performed until an acceptable
program is approved.
(ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to work
at less than the predetermined rate for the work performed unless they are employed
pursuant to and individually registered in a program which has received prior approval,
evidenced by formal certification by the U.S. Department of Labor, Employment and
Training Administration. The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the Employment and Training
Administration. Every trainee must be paid at not less than the rate specified in the
approved program for the trainee's level of progress, expressed as a percentage of the
journeyman hourly rate specified in the applicable wage determination. Trainees shall be
paid fringe benefits in accordance with the provisions of the trainee program. If the trainee
program does not mention fringe benefits, trainees shall be paid the full amount of fringe
benefits listed on the wage determination unless the Administrator of the Wage and Hour
Division determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which provides for less
than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee
rate who is not registered and participating in a training plan approved by the Employment
and Training Administration shall be paid not less than the applicable wage rate on the
wage determination for the classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. In the event the Employment and Training
Administration withdraws approval of a training program, the Contractor will no longer be
permitted to utilize trainees at less than the applicable predetermined rate for the work
performed until an acceptable program is approved.
(iii) Equal employment opportunity - The utilization of apprentices, trainees and
journeymen under this part shall be in conformity with the equal employment opportunity
requirements of Executive Order 11246, as amended, and 29 CFR part 30.
(5) Compliance with Copeland Act requirements - The Contractor shall comply with
the requirements of 29 CFR part 3, which are incorporated by reference in this contract.
(6) Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the
clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the FTA
may by appropriate instructions require, and also a clause requiring the subcontractors
to include these clauses in any lower tier subcontracts. The prime Contractor shall be
responsible for the compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5
may be grounds for termination of the contract, and for debarment as a Contractor and a
subcontractor as provided in 29 CFR 5.12.
(8) Compliance with Davis-Bacon and Related Act requirements - All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and
5 are herein incorporated by reference in this contract.
(9) Disputes concerning labor standards - Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this
contract. Such disputes shall be resolved in accordance with the procedures of the
Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning
of this clause include disputes between the Contractor (or any of its subcontractors) and
the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
(10) Certification of eligibility - (i) By entering into this contract, the Contractor certifies
that neither it (nor he or she) nor any person or firm who has an interest in the Contractor's
firm is a person or firm ineligible to be awarded Government contracts by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for award
of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1).
(iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18
U.S.C. 1001.
14. Contract Work Hours and Safety Standards
The Contract Work Hours and Safety Standards Act is codified at 40 USC 3701, et seq.
The Act applies to grantee contracts and subcontracts “financed at least in part by loans
or grants from American Rescue Plan (ARP).” 40 USC 3701(b)(1)(B)(iii) and (b)(2), 29
CFR 5.2(h), 49 CFR 18.36(i)(6). Although the original Act required its application in any
construction contract over $2,000 or non-construction contract to which the Act applied
over $2,500 (and language to that effect is still found in 49 CFR 18.36(i)(6)), the Act no
longer applies to any “contract in an amount that is not greater than $100,000.” 40 USC
3701(b)(3) (A)(iii).
The Act applies to construction contracts and, in very limited circumstances, non-
construction projects that employ “laborers or mechanics on a public work.” These non-
construction applications do not generally apply to transit procurements because transit
procurements (to include rail cars and buses) are deemed “commercial items.” 40 USC
3707, 41 USC 403 (12). A grantee that contemplates entering into a contract to procure
a developmental or unique item should consult counsel to determine if the Act applies to
that procurement and that additional language required by 29 CFR 5.5(c) must be added
to the basic clause below.
The clause language is drawn directly from 29 CFR 5.5(b) and any deviation from the
model clause below should be coordinated with counsel to ensure the Act’s requirements
are satisfied.
(1) Overtime requirements - No Contractor or subcontractor contracting for any part of
the contract work which may require or involve the employment of laborers or mechanics
shall require or permit any such laborer or mechanic in any workweek in which he or she
is employed on such work to work in excess of forty hours in such workweek unless such
laborer or mechanic receives compensation at a rate not less than one and one-half times
the basic rate of pay for all hours worked in excess of forty hours in such workweek.
(2)Violation; liability for unpaid wages; liquidated damages - In the event of any
violation of the clause set forth in paragraph (1) of this section the Contractor and any
subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such
Contractor and subcontractor shall be liable to the United States for liquidated damages.
Such liquidated damages shall be computed with respect to each individual laborer or
mechanic, including watchmen and guards, employed in violation of the clause set forth
in paragraph (1) of this section, in the sum of $10 for each calendar day on which such
individual was required or permitted to work in excess of the standard workweek of forty
hours without payment of the overtime wages required by the clause set forth in
paragraph (1) of this section.
(3)Withholding for unpaid wages and liquidated damages - The City shall upon its
own action or upon written request of an authorized representative of the Department of
Labor withhold or cause to be withheld, from any moneys payable on account of work
performed by the Contractor or subcontractor under any such contract or any other
Federal contract with the same prime Contractor, or any other federally-assisted contract
subject to the Contract Work Hours and Safety Standards Act, which is held by the same
prime Contractor, such sums as may be determined to be necessary to satisfy any
liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages
as provided in the clause set forth in paragraph (2) of this section.
(4)Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the
clauses set forth in paragraphs (1) through (4) of this section and also a clause requiring
the subcontractor s to include these clauses in any lower tier subcontracts. The prime
Contractor shall be responsible for compliance by any subcontractor or lower tier
subcontractor with the clauses set forth in paragraphs (1) through (4) of this section.
15. No Obligation by the Federal Government
(1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any
concurrence by the Federal Government in or approval of the solicitation or award of the
underlying contract, absent the express written consent by the Federal Government, the
Federal Government is not a party to this contract and shall not be subject to any
obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a
party to that contract) pertaining to any matter resulting from the underlying contract.
(2) The Contractor agrees to include the above clause in each subcontract financed in
whole or in part with Federal assistance provided by FTA. It is further agreed that the
clause shall not be modified, except to identify the subcontractor who will be subject to its
provisions.
16. Program Fraud and False or Fraudulent Statements or Related Acts
(1) The Contractor acknowledges that the provisions of the Program Fraud Civil
Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations,
"Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this
Project. Upon execution of the underlying contract, the Contractor certifies or affirms the
truthfulness and accuracy of any statement it has made, it makes, it may make, or causes
to be made, pertaining to the underlying contract or the FTA assisted project for which
this contract work is being performed. In addition to other penalties that may be
applicable, the Contractor further acknowledges that if it makes, or causes to be made, a
false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal
Government reserves the right to impose the penalties of the Program Fraud Civil
Remedies Act of 1986 on the Contractor to the extent the Federal Government deems
appropriate.
(2) The Contractor also acknowledges that if it makes, or causes to be made, a false,
fictitious, or fraudulent claim, statement, submission, or certification to the Federal
Government under a contract connected with a project that is financed in whole or in part
with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. §
5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and
49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems
appropriate.
(3) The Contractor agrees to include the above two clauses in each subcontract financed
in whole or in part with Federal assistance provided by FTA. It is further agreed that the
clauses shall not be modified, except to identify the subcontractor who will be subject to
the provisions.
17. Termination
(1)Termination for Convenience (General Provision) The City may terminate this
contract, in whole or in part, at any time by written notice to the Contractor when it is in
the Government's best interest. The Contractor shall be paid its costs, including contract
close-out costs, and profit on work performed up to the time of termination. The Contractor
shall promptly submit its termination claim to the City to be paid the Contractor. If the
Contractor has any property in its possession belonging to the City, the Contractor will
account for the same, and dispose of it in the manner the City directs.
(2)Termination for Default (Breach or Cause) (General Provision) If the Contractor
does not deliver supplies in accordance with the contract delivery schedule, or, if the
contract is for services, the Contractor fails to perform in the manner called for in the
contract, or if the Contractor fails to comply with any other provisions of the contract, the
City may terminate this contract for default. Termination shall be effected by serving a
notice of termination on the Contractor setting forth the manner in which the Contractor
is in default. The Contractor will only be paid the contract price for supplies delivered and
accepted, or services performed in accordance with the manner of performance set forth
in the contract.
If it is later determined by the City that the Contractor had an excusable reason for not
performing, such as a strike, fire, or flood, events which are not the fault of or are beyond
the control of the Contractor, the City, after setting up a new delivery of performance
schedule, may allow the Contractor to continue work, or treat the termination as a
termination for convenience.
(3) Opportunity to Cure (General Provision) The City in its sole discretion may, in the
case of a termination for breach or default, allow the Contractor five (5) in which to cure
the defect. In such case, the notice of termination will state the time period in which cure
is permitted and other appropriate conditions
If Contractor fails to remedy to the City’s satisfaction the breach or default of any of the
terms, covenants, or conditions of this Contract within ten (10) days after receipt by
Contractor of written notice from the City setting forth the nature of said breach or default,
the City shall have the right to terminate the Contract without any further obligation to
Contractor. Any such termination for default shall not in any way operate to preclude the
City from also pursuing all available remedies against Contractor and its sureties for said
breach or default.
(4) Waiver of Remedies for any Breach In the event that the City elects to waive its
remedies for any breach by Contractor of any covenant, term or condition of this Contract,
such waiver by the City shall not limit the City’s remedies for any succeeding breach of
that or of any other term, covenant, or condition of this Contract.
(5) Termination for Default (Construction) If the Contractor refuses or fails to prosecute
the work or any separable part, with the diligence that will insure its completion within the
time specified in this contract or any extension or fails to complete the work within this
time, or if the Contractor fails to comply with any other provisions of this contract, the City
may terminate this contract for default. The City shall terminate by delivering to the
Contractor a Notice of Termination specifying the nature of the default. In this event, the
City may take over the work and compete it by contract or otherwise, and may take
possession of and use any materials, appliances, and plant on the work site necessary
for completing the work. The Contractor and its sureties shall be liable for any damage to
the City resulting from the Contractor's refusal or failure to complete the work within
specified time, whether or not the Contractor's right to proceed with the work is
terminated. This liability includes any increased costs incurred by the City in completing
the work.
The Contractor's right to proceed shall not be terminated nor the Contractor charged with
damages under this clause if-
(i) the delay in completing the work arises from unforeseeable causes beyond the control
and without the fault or negligence of the Contractor. Examples of such causes include:
acts of God, acts of the City, acts of another Contractor in the performance of a contract
with the City, epidemics, quarantine restrictions, strikes, freight embargoes; and
(ii) the Contractor, within 10 days from the beginning of any delay, notifies the City in
writing of the causes of delay. If in the judgment of the City, the delay is excusable, the
time for completing the work shall be extended. The judgment of the City shall be final
and conclusive on the parties, but subject to appeal under the Disputes clauses.
If, after termination of the Contractor's right to proceed, it is determined that the
Contractor was not in default, or that the delay was excusable, the rights and
obligations of the parties will be the same as if the termination had been issued for
the convenience of the City.
18. Suspension and Debarment
Background and Applicability
In conjunction with the Office of Management and Budget and other affected Federal
agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This
government-wide regulation implements Executive Order 12549, Debarment and
Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101
note (Section 2455, Public Law 103-
355, 108 Stat. 3327).
The provisions of Part 29 apply to all grantee contracts and subcontracts at any level
expected to equal or exceed $25,000 as well as any contract or subcontract (at any level)
for Federally required auditing services. 49 CFR 29.220(b). This represents a change
from prior practice in that the dollar threshold for application of these rules has been
lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in
the regulation as “covered transactions.”
Grantees, Contractors, and subcontractors (at any level) that enter into covered
transactions are required to verify that the entity (as well as its principals and affiliates)
they propose to contract or subcontract with is not excluded or disqualified. They do this
by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that
person, or (c) Adding a clause or condition to the contract or subcontract. This represents
a change from prior practice in that certification is still acceptable but is no longer required.
49 CFR 29.300.
Grantees, Contractors, and subcontractors who enter into covered transactions also must
require the entities they contract with to comply with 49 CFR 29, subpart C and include
this requirement in their own subsequent covered transactions (i.e., the requirement flows
down to subcontracts at all levels).
Clause Language
The following clause language is suggested, not mandatory. It incorporates the optional
method of verifying that contractors are not excluded or disqualified by certification.
This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the
Contractor is required to verify that none of the Contractor, its principals, as defined at 49
CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as
defined at 49 CFR 29.940 and 29.945.
The Contractor is required to comply with 49 CFR 29, Subpart C and must include the
requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it
enters into.
By signing and submitting its bid or proposal, the bidder or proposer certifies as follows:
The certification in this clause is a material representation of fact relied upon by the City.
If it is later determined that the bidder or proposer knowingly rendered an erroneous
certification, in addition to remedies available to the City, the Federal Government may
pursue available remedies, including but not limited to suspension and/or debarment. The
bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while
this offer is valid and throughout the period of any contract that may arise from this offer.
The bidder or proposer further agrees to include a provision requiring such compliance in
its lower tier covered transactions.
19. Civil Rights
The following requirements apply to the underlying contract:
(1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended,
42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42
U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. §
12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not
discriminate against any employee or applicant for employment because of race, color,
creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply
with applicable Federal implementing regulations and other implementing requirements
FTA may issue.
(2) Equal Employment Opportunity - The following equal employment opportunity
requirements apply to the underlying contract:
(i) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil
Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332,
the Contractor agrees to comply with all applicable equal employment opportunity
requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal
Contract Compliance Programs, Equal Employment Opportunity, Department of Labor,"
41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal
Employment Opportunity," as amended by Executive Order No. 11375, "Amending
Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e
note), and with any applicable Federal statutes, executive orders, regulations, and
Federal policies that may in the future affect construction activities undertaken in the
course of the Project. The Contractor agrees to take affirmative action to ensure that
applicants are employed, and that employees are treated during employment, without
regard to their race, color, creed, national origin, sex, or age. Such action shall include,
but not be limited to, the following: employment, upgrading, demotion or transfer,
recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship. In addition, the
Contractor agrees to comply with any implementing requirements FTA may issue.
(ii) Age - In accordance with section 4 of the Age Discrimination in Employment Act of
1967, as amended, 29 U.S.C. §§ 623 and Federal transit law at 49 U.S.C. § 5332, the
Contractor agrees to refrain from discrimination against present and prospective
employees for reason of age. In addition, the Contractor agrees to comply with any
implementing requirements FTA may issue.
(iii) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as
amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the
requirements of U.S. Equal Employment Opportunity Commission, "Regulations to
Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29
C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the
Contractor agrees to comply with any implementing requirements FTA may issue.
(3) The Contractor also agrees to include these requirements in each subcontract
financed in whole or in part with Federal assistance provided by FTA, modified only if
necessary to identify the affected parties.
20. Disputes
Applicability to Contracts
All contracts in excess of $100,000 shall contain provisions or conditions which will allow
for administrative, contractual, or legal remedies in instances where Contractors violate
or breach contract terms, and provide for such sanctions and penalties as may be
appropriate. This may include provisions for bonding, penalties for late or inadequate
performance, retained earnings, liquidated damages or other appropriate measures.
Flow Down
The Breaches and Dispute Resolutions requirements flow down to all tiers.
Model Clauses/Language
FTA does not prescribe the form or content of such provisions. What provisions are
developed will depend on the circumstances and the type of contract. The following
clauses are examples of provisions from various FTA third party contracts.
Disputes - Disputes arising in the performance of this Contract which are not resolved by
agreement of the parties shall be decided in writing by the authorized representative of
the City. This decision shall be final and conclusive unless within ten (10) days from the
date of receipt of its copy, the Contractor mails or otherwise furnishes a written appeal to
the City. In connection with any such appeal, the Contractor shall be afforded an
opportunity to be heard and to offer evidence in support of its position. The decision of
the City shall be binding upon the Contractor and the Contractor shall abide be the
decision.
Performance During Dispute - Unless otherwise directed by the City, Contractor shall
continue performance under this Contract while matters in dispute are being resolved.
Claims for Damages - Should either party to the Contract suffer injury or damage to
person or property because of any act or omission of the party or of any of his employees,
agents or others for whose acts he is legally liable, a claim for damages therefor shall be
made in writing to such other party within a reasonable time after the first observance of
such injury of damage.
Remedies - Unless this contract provides otherwise, all claims, counterclaims, disputes
and other matters in question between the City and the Contractor arising out of or relating
to this agreement or its breach will be decided by arbitration if the parties mutually agree,
or in a court of competent jurisdiction within the State in which the City is located.
Rights and Remedies - The duties and obligations imposed by the Contract Documents
and the rights and remedies available thereunder shall be in addition to and not a
limitation of any duties, obligations, rights and remedies otherwise imposed or available
by law. No action or failure to act by the City, Engineer or Contractor shall constitute a
waiver of any right or duty afforded any of them under the Contract, nor shall any such
action or failure to act constitute an approval of or acquiescence in any breach thereunder,
except as may be specifically agreed in writing.
21. Disadvantaged Business Enterprises
Background and Applicability
The newest version on the Department of Transportation’s Disadvantaged Business
Enterprise (DBE) program became effective July 16, 2003. The rule provides guidance to
grantees on the use of overall and contract goals, requirement to include DBE provisions
in subcontracts, evaluating DBE participation where specific contract goals have been
set, reporting requirements, and replacement of DBE subcontractors. Additionally, the
DBE program dictates payment terms and conditions (including limitations on retainage)
applicable to all subcontractors regardless of whether they are DBE firms or not.
The DBE program applies to all DOT-assisted contracting activities. A formal clause such
as that below must be included in all contracts above the micro-purchase level. The
requirements of clause subsection b flow down to subcontracts.
A substantial change to the payment provisions in this newest version of Part 26 concerns
retainage (see section 26.29). Grantee choices concerning retainage should be reflected
in the language choices in clause subsection (D).
Clause Language
The following clause language is suggested, not mandatory. It incorporates the payment
terms and conditions applicable to all subcontractors based in Part 26 as well as those
related only to DBE subcontractors. The suggested language allows for the options
available to grantees concerning retainage, specific contract goals, and evaluation of DBE
subcontracting participation when specific contract goals have been established.
(A) This contract is subject to the requirements of Title 49, CFR, Part 26, Participation by
Disadvantaged Business Enterprises in Department of Transportation Financial
Assistance Programs. The national goal for participation of Disadvantaged Business
Enterprises (DBE) is 10%. A separate contract goal of 18% DBE participation has been
established for this procurement.
(B) The Contractor shall not discriminate on the basis of race, color, national origin, or
sex in the performance of this contract. The Contractor shall carry out applicable
requirements of 49 CFR Part 26 in the award and administration of this DOT-assisted
contract. Failure by the Contractor to carry out these requirements is a material breach of
this contract, which may result in the termination of this contract or such other remedy as
the City deems appropriate. Each subcontract the Contractor signs with a subcontractor
must include the assurance in this paragraph (see 49 CFR 26.13(b)).
(C) Bidders/offerors are required to document sufficient DBE participation to meet these
goals or, alternatively, document adequate good faith efforts to do so, as provided for in
49 CFR 26.53. Award of this contract is conditioned on submission of the following
concurrent with and accompanying sealed bid:
(i) The names and addresses of DBE firms that will participate in this contract;
(ii) A description of the work each DBE will perform;
(iii) The dollar amount of the participation of each DBE firm participating;
(iv) Written documentation of the bidder/offeror’s commitment to use a DBE subcontractor
whose participation it submits to meet the contract goal;
(v) Written confirmation from the DBE that it is participating in the contract as provided in
the prime Contractor’s commitment; and
(vi) If the contract goal is not met, evidence of good faith efforts to do so.
Bidders must present the information required above as included in the bid forms (see
49 CFR 26.53(3)).
(D) The Contractor is required to pay its subcontractors performing work related to this
contract for satisfactory performance of that work no later than 30 days after the
Contractor’s receipt of payment for that work from the City. In addition, the Contractor is
required to return any retainage payments to those subcontractors within 30 days
after incremental acceptance of the subcontractor’s work by the City and
Contractor’s receipt of the partial retainage payment related to the subcontractor’s
work.
(E) The Contractor must promptly notify the City, whenever a DBE subcontractor
performing work related to this contract is terminated or fails to complete its work, and
must make good faith efforts to engage another DBE subcontractor to perform at least
the same amount of work. The Contractor may not terminate any DBE subcontractor and
perform that work through its own forces or those of an affiliate without prior written
consent of the City.
22. Incorporation of Federal Transit Administration (FTA) Terms
The preceding provisions include, in part, certain Standard Terms and Conditions
required by DOT, whether or not expressly set forth in the preceding contract provisions.
All contractual provisions required by DOT, as set forth in FTA Circular 4220.1E, are
hereby incorporated by reference. Anything to the contrary herein notwithstanding, all
FTA mandated terms shall be deemed to control in the event of a conflict with other
provisions contained in this Agreement. The Contractor shall not perform any act, fail to
perform any act, or refuse to comply with any (name of grantee) requests which would
cause (name of grantee) to be in violation of the FTA terms and conditions.
APPENDIX
APPENDIX
3
APPENDIX B – TECHNICAL SPECIFICATIONS
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SECTION 26 05 00
COMMON WORK RESULTS FOR ELECTRICAL
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes:
1. General requirements applicable to all Electrical Work.
2. General requirements for electrical submittals.
B. Related sections:
1. Section 26 05 03 - Utility Coordina.
2. Section 26 05 33 - Conduits.
3. Section 26 05 53 - Identification for Electrical Systems.
4. Section 26 08 50 - Field Electrical Acceptance Tests.
C. Interfaces to equipment, instruments, and other components:
1. The Drawings, Specifications, and overall design are based on preliminary information
furnished by various equipment manufacturers which identify a minimum scope of supply
from the manufacturers. This information pertains to, but is not limited to, instruments,
control devices, electrical equipment, packaged mechanical systems, and control
equipment provided with mechanical systems.
2. Provide all material and labor needed to install the actual equipment furnished, and
include all costs to add any additional conduit, wiring, terminals, or other electrical
hardware to the Work, which may be necessary to make a complete, functional installation
based on the actual equipment furnished:
a. Make all changes necessary to meet the manufacturer’s wiring requirements.
3. Submit all such changes and additions to the Engineer for acceptance.
4. Review the complete set of Drawings and Specifications in order to ensure that all items
related to the electrical power and control systems are completely accounted for. Include
any such items that appear on the Drawings or in the Specifications from another
discipline in the scope of Work:
a. If a conflict between Drawings and Specifications is discovered, refer conflict to the
Engineer as soon as possible for resolution.
5. Loop drawings:
a. Provide all electrical information required in the preparation of loop drawings
including, but not limited to:
1) Conduit numbers and associated signal(s) contained within each conduit.
2) Wire numbers.
3) Equipment terminal numbers.
4) Junction boxes and signal(s) contained within each junction box.
5) Equipment power sources, and associated circuit numbers.
6) As-built drawings detailing wiring.
D. All electrical equipment and systems for the entire Project must comply with the requirements of
the Electrical Specifications, whether referenced in the individual Equipment Specifications or
not:
1. The requirements of the Electrical Specifications apply to all Electrical Work specified in
other sections.
2. Inform all vendors supplying electrical equipment or systems of the requirements of the
Electrical Specifications.
3. Owner is not responsible for any additional costs due to the failure of Contractor to notify
all subcontractors and suppliers of the Electrical Specifications requirements.
E. Contract Documents:
1. General:
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a. The Drawings and Specifications are complementary and are to be used together in
order to fully describe the Work.
2. Specifications:
a. The General and Supplementary Conditions of the Contract Documents govern the
Work.
b. These requirements are in addition to all General Requirements.
3. Contract Drawings:
a. The Electrical Drawings show desired locations, arrangements, and components of
the Electrical Work in a diagrammatic manner.
b. Locations of equipment, control devices, instruments, boxes, panels, etc. are
approximate only; exercise professional judgment in executing the Work to ensure
the best possible installation:
1) The equipment locations and dimensions indicated on the Drawings are
approximate. Use the shop drawings to determine the proper layout, foundation,
and pad requirements, etc. for final installation. Coordinate with all
subcontractors to ensure that all electrical equipment is compatible with other
equipment and space requirements. Make changes required to accommodate
differences in equipment dimensions.
2) The Contractor has the freedom to select any of the named manufacturers
identified in the individual specification sections, if noted; however, the Engineer
has designed the spatial equipment layout based upon a single manufacturer
and has not confirmed that every named manufacturer’s equipment fits in the
allotted space. It is the Contractor’s responsibility to ensure that the equipment
being furnished fits within the defined space.
c. Installation details:
1) The Contract Drawings include typical installation details the Contractor is to use
to complete the Electrical Work. For cases where a typical detail does not apply,
develop installation details that may be necessary for completing the Work, and
submit these details for review by the Engineer.
2) Not all typical installation details are referenced within the Drawing set. Apply
and use typical details where appropriate.
d. Schematic diagrams:
1) All controls are shown de-energized.
2) Schematic diagrams show control function only. Incorporate other necessary
functions for proper operation and protection of the system.
3) Add slave relays, where required, to provide all necessary contacts for the
control system or where needed to function as interposing relays for control
voltage coordination, equipment coordination, or control system voltage drop
considerations.
4) Mount all devices shown on motor controller schematic diagrams in the
controller compartment enclosure, unless otherwise noted or indicated.
5) Schematic diagrams are to be used in conjunction with the descriptive operating
sequences in the Contract Documents. Combine all information and furnish a
coordinated and fully functional control system.
F. Alternates/Alternatives:
1. In accordance with Owner’s front end bid documents.
G. Changes and change orders:
1. In accordance with Owner’s front end bid documents.
1.02 REFERENCES
A. Code compliance:
1. The publications are referred to in the text by the basic designation only. The latest edition
accepted by the Authority Having Jurisdiction of referenced publications in effect at the
time of the bid governs.
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2. The standards listed are hereby incorporated into this Section.
a. American National Standards Institute (ANSI).
b. American Society of Civil Engineers (ASCE):
1) ASCE 7 - Minimum Design Loads for Buildings and Other Structures.
c. ASTM International (ASTM).
d. Illuminating Engineering Society (IES).
e. Institute of Electrical and Electronics Engineers (IEEE).
f. Insulated Cable Engineers Association (ICEA).
g. International Code Council (ICC).
1) International Code Council Evaluation Service (ICC-ES).
(a) AC 156 – Acceptance Criteria for Seismic Certification by Shake Table
Testing of Non-Structural Components (ICC-ES AC 156).
h. International Society of Automation (ISA).
i. National Electrical Manufacturers Association (NEMA):
1) 250 - Enclosures for Electrical Equipment (1000 V Maximum).
j. National Fire Protection Association (NFPA):
1) 70 - National Electrical Code (NEC).
k. National Institute of Standards and Technology (NIST).
l. Underwriters' Laboratories, Inc. (UL).
B. Compliance with laws and regulations:
1. In accordance with Owner’s front end bid documents.
1.03 DEFINITIONS
A. Definitions of terms and other electrical and instrumentation considerations as set forth by:
1. IEEE.
2. NETA.
3. IES.
4. ISA.
5. NEC.
6. NEMA.
7. NFPA.
8. NIST.
B. Specific definitions:
1. FAT: Factory acceptance test.
2. ICSC: Instrumentation and controls subcontractor.
3. LCP: Local control panel: Operator interface panel that may contain an HMI, pilot type
control devices, operator interface devices, control relays, etc. and does not contain a
PLC or RIO.
4. PCM: Process control module: An enclosure containing any of the following devices: PLC,
RTU, or RIO.
5. PCIS: Process control and instrumentation system.
6. RTU: Remote telemetry unit: A controller typically consisting of a PLC, and a means for
remote communications. The remote communications devices typically are radios,
modems, etc.
7. Space: That portion of the switchgear, motor control center, panelboard, switchboard or
control panel that does not physically contain a device but is capable of accepting a
device with no modifications to the equipment, i.e., provide all standoffs, bus, and
hardware, as part of the space.
8. Spare: That portion of the switchgear, motor control center, panelboard, switchboard or
control panel that physically contains a device with no load connections to be made.
9. VCP: Vendor control panel: Control panels that are furnished with particular equipment by
a vendor other than the ICSC. These panels may contain PLCs, RIO, OIT, HMI, etc.
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10. Unequipped space: That portion of the switchgear, motor control center, panelboard,
switchboard or control panel that does not physically contain a device, standoff, bus,
hardware, or other equipment.
1.04 SYSTEM DESCRIPTION
A. General requirements:
1. The Work includes everything necessary for and incidental to executing and completing
the Electrical Work indicated on the Drawings and specified in the Specifications and
reasonably inferable there from:
a. The Electrical Drawings are schematic in nature; use the Structural, Architectural,
Mechanical, and Civil Drawings for all dimensions and scaling purposes.
2. It is the intent of these Specifications that the entire electrical power, instrumentation, and
control system be complete and operable. Provide all necessary material and labor for the
complete system from source of power to final utilization equipment, including all
connections, testing, calibration of equipment furnished by others as well as equipment
furnished by the Contractor, whether or not specifically mentioned but which are
necessary for successful operation.
3. Provide all Electrical Work, including conduit, field wiring, and connections by the electrical
subcontractor under the provisions of the Electrical Specifications for all aspects of the
Work.
4. Coordinate all aspects of the Work with the electrical subcontractor and other
subcontractors before bidding in order to ensure that all costs associated with a complete
installation are included. The Owner is not responsible for any change orders due to lack
of coordination of the Work between the Contractor, the electrical subcontractor, the other
subcontractors or suppliers.
5. Provide all trenching, forming, rebar, concrete, back filling, hard surface removal and
replacement, for all items associated with the Electrical Work and installation:
a. As specified in the Contract Documents.
6. Defective work:
a. In accordance with Owner’s front end bid documents.
7. Utility coordination: Coordinate with the electric utility as required.
1.05 SUBMITTALS
A. General:
1. Instruct all equipment suppliers of submittals and operation and maintenance manuals of
the requirements in this Section.
2. Furnish the submittals required by each section in the Electrical Specifications.
3. Adhere to the wiring numbering scheme specified in Section 26 05 53 throughout the
Project:
a. Uniquely number each wire.
b. Wire numbers must appear on all Equipment Drawings.
4. Use equipment and instrument tags, as indicated on the Drawings, for all submittals.
B. Seismic requirements:
1. Provide electrical equipment with construction and anchorage to supporting structures
designed to resist site seismic loads based on the seismic design criteria per the
Manufacturer’s instructions.
2. Exemptions: A “statement of seismic qualification” and a “special seismic certification” are
not required for the following equipment:
a. Temporary or moveable equipment.
b. Equipment anchored to the structure and having a total weight of 20 pounds or less.
c. Distribution equipment anchored to the structure and having a total unit weight of 3
pounds per linear foot, or less.
C. Operation and maintenance manuals:
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1. Furnish the Engineer with a complete set of written operation and maintenance manuals 8
weeks before Functional Acceptance Testing.
D. Material and equipment schedules:
1. Furnish a complete schedule and/or matrix of all materials, equipment, apparatus, and
luminaries that are proposed for use:
a. Include sizes, names of manufacturers, catalog numbers, and such other information
required to identify the items.
E. Schedule of values:
1. In addition to completing all items referred to in the schedule of values, submit per unit
material and labor costs used in developing the final bid for the electrical system, for the
express purpose of pricing and cost justification for any proposed change orders. In
addition to the items shown on the schedule of values, provide per unit material and labor
costs for conduit and wire installation for specific types, sizes, and locations as indicated
on the Drawings and Conduit Schedule. It is the responsibility of the electrical
subcontractor to prove to the Engineer’s satisfaction that said per unit costs were used in
the development of the final Bid amount.
F. Record Documents:
1. In accordance with Owner’s front end bid documents.
G. Test reports:
1. Additional requirements for field acceptance test reports are specified in Section 26 08 50.
H. Calculations:
1. Where required by specific Electrical Specifications:
a. Because these calculations are being provided by a registered professional engineer,
they will be reviewed for form, format, and content but will not be reviewed for
accuracy and calculation means.
I. The following submittals should be assembled and delivered in separate binders:
1. Valmont Radio Tower.
2. Radio/Repeater Panel.
3. Radio Tower Lighting Panel.
4. Conduits, Pull Boxes, Hand holes, Cable and Wiring Devices.
5. Electrical Miscellaneous Components – Ground Equipment, Circuit Breakers,
Transformers, Fiber optic cables etc.,
J. Each submittal shall be bound in a three-ring binder, which is sized such that when all material
is inserted, the binder is not over 3/4 full. Binder construction shall allow easy removal of any
page without complete manual disassembly. Spiral ring type binders are not acceptable.
1. Each binder shall be appropriately labeled on the outside spine and front cover with the
project name, contract number, equipment supplier's name, specification section(s), and
major material contained therein.
2. An index shall be provided at the inside of the front cover. This index shall itemize the
contents of each tab and sub tab section. Also list the project name, contract number and
equipment’s supplier's name, address and phone number on the index page.
3. Field equipment shop documents, panel equipment shop documents, drawings, and bill of
materials shall be grouped under separate tabs. Shop documents shall be ordered in the
same sequence as their corresponding Contract specification subsection. Failure to mark
applicable products and to cross out non-applicable products shall cause rejection of the
entire submittal.
4. Data summary sheets shall be provided to sub tab all shop documents for each individual
piece of equipment. Data summary sheets shall be on blue paper. The data summary
sheets shall have the following information:
a. Product identification; name used herein and on the Contract Drawings.
b. the manufacturer's model number, part number or other designation. This shall
include the specific numbers of all options.
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c. Tag number per the Drawings.
1.06 QUALITY ASSURANCE
A. Furnish all equipment listed by and bearing the label of UL or of an independent testing
laboratory acceptable to the Engineer and the Authority Having Jurisdiction.
1.07 DELIVERY, STORAGE, AND HANDLING
A. In accordance with Owner’s front end bid documents and per Manufacturer’s instructions.
1.08 PROJECT OR SITE CONDITIONS
A. Site conditions:
1. Provide an electrical, instrumentation and control system, including all equipment,
raceways, and any other components required for a complete installation that meets the
environmental conditions for the Site as specified in the General Requirements and below.
2. Altitude, temperature and humidity:
a. Provide all electrical components and equipment fully rated for continuous operation
at this altitude, with no additional derating factors applied.
b. Provide additional temperature conditioning equipment to maintain all equipment in
non-conditioned spaces subject to these ambient temperatures, with a band of 10
degrees Fahrenheit above the minimum operating temperature and 10 degrees
Fahrenheit below maximum operating temperature, as determined by the equipment
manufacturer’s guidelines:
1) Provide all power conduits wiring for these devices (e.g. heaters, fans, etc.)
whether indicated on the Drawings or not.
B. Provide enclosures for electrical, instrumentation and control equipment, regardless of supplier
or subcontractor furnishing the equipment, that meet the requirements outlined in NEMA
Standard 250 for the following types of enclosures:
1. NEMA Type 1: Intended for indoor use, primarily to provide a degree of protection from
accidental contact with energized parts or equipment.
2. NEMA Type 3R: Intended for outdoor use, to provide a degree of protection against
ingress of solid foreign objects (falling dirt), and from the ingress of water (rain, sleet,
snow).
3. NEMA Type 4: Intended for indoor or outdoor use, primarily to protect equipment from
exposure to windblown dust and rain, splashing or hose directed water, ice formation and
freezing.
4. NEMA Type 4X: Made from corrosion resistant materials (fiberglass reinforced plastic, 316
stainless steel or equal) and are intended for indoor or outdoor use, primarily to protect
equipment from exposure to windblown dust and rain, splashing or hose directed water,
ice formation and freezing, and corrosion.
5. NEMA Type 12: Intended for indoor use, primarily to provide a degree of protection from
dust, falling dirt and dripping non-corrosive liquids.
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING
A. General:
1. As specified in accordance with the Owner’s front end bid documents.
2. Testing requirements are specified in Section 26 08 50 and other sections.
B. Pre-submittal conference:
1. Before producing any submittals, schedule a pre-submittal conference for the purposes of
reviewing the entire Project, equipment, control philosophy, schedules, and submittal
requirements.
1.11 WARRANTY
A. Warrant the Electrical Work as specified in in accordance with the Owner’s front end bid
documents.
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1. Provide additional warranty as specified in the individual Electrical Specifications.
1.12 SYSTEM START-UP
A. Replace or modify equipment, software, and materials that do not achieve design requirements
after installation in order to attain compliance with the design requirements:
1. Following replacement or modification, retest the system and perform additional testing to
place the complete system in satisfactory operation and obtain compliance acceptance
from the Engineer.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE
A. Before Substantial Completion, perform all maintenance activities required by any sections of
the Specifications including any calibrations, final adjustments, component replacements or
other routine service required before placing equipment or systems in service.
B. Furnish all spare parts as required by other sections of the Specifications.
1.15 OPERATION AND MAINTENANCE MANUALS
A. Submit Operation and Maintenance Manuals. The manuals shall describe the equipment and
meet all the requirements in the other technical sections and include the following:
1. Operating instructions and start up procedures including receiving and installation
requirements.
2. Maintenance instructions listing preventive and corrective maintenance procedures.
Corrective maintenance procedures shall identify the most probable failures and the
appropriate repairs. Test measurement levels shall be referenced to specific test points on
the installed equipment.
3. Spare parts data shall be furnished for each item of material and equipment specified. The
data shall include a complete list of parts and supplies, with current unit prices and source
of supply. A list and itemized price breakdown of spare parts recommended for stocking
shall be furnished. The parts selected shall be those, in the manufacturer's judgment, will
be involved in the majority of maintenance difficulties encountered.
4. A table listing the tag number, manufacturer and manufacturer's model number shall be
provided to summarize the Bill of Material.
5. Control schematics, ladder diagrams and interconnection drawings.
6. Catalog cuts and technical manuals for all components of the system.
7. Originals of all guarantees and warranties issued for the various items of equipment,
showing all dates of expiration.
8. Originals of all factory and field test results.
9. Final as-builts of all shop drawings, incorporating manufacturing and field changes. All
drawings will be by 11x17 inch sheet size and also electronic format, AutoCAD on CD.
10. For items referenced under AutoCAD Record Drawings included in this Specification,
provide a CD with files as required in "AutoCAD Record Drawings."
11. All catalog cut information, warranties, testing results and technical manuals shall be
provided on CD in PDF format, in addition to hardcopy.
12. Operation and maintenance manuals to be delivered and approved prior to final approval
and project completion.
1.16 RECORD DRAWINGS
A. During progress of job, keep up to date one set of electrical drawings stamped with "As Built".
Dimension from the following readily obtained base lines:
1. Exact location, type and function of concealed control equipment and devices.
2. Exact elevation and locations and size of underground conduits.
3. Show the dimensions, location and routing of electrical work which will become concealed.
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B. Maintain "As Built" drawings weekly in conjunction with the actual progress of installation.
Accurate progress drawings shall be available on site for examination by the City's
representative.
C. At completion of the project, deliver "As Built" drawings to the City's representative.
D. The Contractor shall guarantee the accuracy of the "As Built" record drawings, and the
AutoCAD record drawings for a period of one year after the City has accepted the project.
During this time, the Contractor shall bear all costs associated with correcting deficiencies and
inaccuracies of these Drawings. During this time, the Contractor shall also bear all costs
necessary to field investigate any deficiencies, or inaccuracies and field trace wires if required
by Project Engineer.
PART 2 – PRODUCTS
2.01 MANUFACTURERS
A. Provide similar items of same manufacturer throughout the electrical and instrumentation
portion of the Project.
B. Allowable manufacturers are specified in individual Electrical Specifications.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS
A. Furnish all materials under this Contract that are new, free from defects, and standard products
produced by manufacturers regularly engaged in the production of these products and that bear
all approvals and labels as required by the Specifications.
B. Provide materials complying with the applicable industrial standards.
C. Stainless steel:
1. Where stainless steel is indicated or used for any portion of the Electrical Work, provide a
non-magnetic, corrosion-resistant alloy, ANSI Type 316, satin finish.
2. Provide exposed screws of the same alloys.
3. Provide finished material free of any burrs or sharp edges.
4. Use only stainless steel hardware, when chemically compatible, in all areas that are or
could be in contact with corrosive chemicals.
5. Use stainless steel hardware, when chemically compatible, in all chemical areas or areas
requiring NEMA Type 4X construction.
6. Do not use stainless steel in any area containing chlorine, gas or solution, chlorine
products or ferric chloride.
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES (NOT USED)
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. Provide all equipment that is new, free from defects, and standard products produced by
manufacturers regularly engaged in the production of these products.
PART 3 – EXECUTION
3.01 EXAMINATION
A. It is the electrical subcontractor's responsibility to be fully familiar with the existing conditions
and local requirements and regulations.
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B. Comply with pre-bid conference requirements as specified in in accordance with the Owner’s
front end bid documents.
C. Review the site conditions and examine all shop drawings for the various items of equipment in
order to determine exact routing and final terminations for all wiring and cables.
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. Equipment locations shown on Electrical Drawings may change due to variations in equipment
size or minor changes made by others during construction:
1. Verify all dimensions indicated on the Drawings:
a. Actual field conditions govern all final installed locations, distances, and levels.
2. Review all Contract Documents and approved equipment shop drawings and coordinate
Work as necessary to adjust to all conditions that arise due to such changes.
3. Make minor changes in location of equipment before rough in, as directed by the Owner or
Engineer.
4. Provide a complete electrical system:
a. Install all extra conduits, cables, and interfaces as may be necessary to provide a
complete and operating electrical system.
B. Install the equipment in accordance with the accepted installation instructions and anchorage
details to meet the seismic and wind load requirements at the Project site.
C. Cutting and patching:
1. Perform all cutting, patching, channeling, core drilling, and fitting required for the Electrical
Work, except as otherwise directed:
a. Secure the permission of the Engineer before performing any operation likely to affect
the strength of a structural member such as drilling, cutting or piercing:
1) Before cutting, channeling, or core drilling any surface, ensure that no
penetration of any other systems will be made:
(a) Verify that area is clear and free of conduits, cables, piping, ductwork, post-
tensioning cables, etc.
(b) Use tone-locate system or X-ray to ensure that area is clear of obstructions.
b. Review the complete Drawing set to ensure that there are no conflicts or coordination
problems before cutting, channeling, or core drilling any surface.
2. Perform all patching to the same quality and appearance as the original work. Employ the
proper tradesmen to secure the desired results. Seal around all conduits, wires, and
cables penetrating walls, ceilings, and floors in all locations with a fire stop material,
typically:
a. 3M: CP 25WB+: Caulk.
b. 3M: Fire Barrier: Putty.
3. Use the installation details indicated on the Drawings as a guide for acceptable sealing
methods.
D. Install all conduits and equipment in such a manner as to avoid all obstructions and to preserve
headroom and keep openings and passageways clear:
1. Install all conduits and equipment in accordance with working space requirements in
accordance with the NEC.
a. This includes any panel, disconnect switch or other equipment that can be energized
while open exposing live parts regardless of whether it is likely to require examination
or has serviceable parts.
2. Where the Drawings do not show dimensions for locating equipment, install equipment in
the approximate locations indicated on the Drawings.
a. Adjust equipment locations as necessary to avoid any obstruction or interferences.
3. Where an obstruction interferes with equipment operation or safe access, relocate the
equipment.
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4. Where the Drawings do not indicate the exact mounting and/or supporting method to be
used, use materials and methods similar to the mounting details indicated on the
Drawings.
E. Earthwork and concrete:
1. Install all trenching, shoring, concrete, backfilling, grading and resurfacing associated with
the Electrical Work:
a. Requirements as specified in the Contract Documents.
F. Terminations:
1. Provide and terminate all conductors required to interconnect power, controls,
instruments, panels, and all other equipment.
G. Miscellaneous installation requirements:
1. In case of interference between electrical equipment indicated on the Drawings and the
other equipment, notify the Engineer.
2. Location of manholes and pullboxes indicated on the Drawings are approximate.
Coordinate exact location of manholes and pullboxes with Mechanical and Civil Work.
3. Provide additional manholes or pullboxes to those shown where they are required to make
a workable installation.
H. Labeling:
1. Provide all nameplates and labels as specified in Sections 26 05 53.
I. Equipment tie-downs:
1. Anchor all instruments, control panels, and equipment by methods that comply with
seismic and wind bracing criteria, which apply to the Site.
2. All control panels must be permanently mounted and tied down to structures in
accordance with the Project seismic criteria.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. For Owner and Engineer witnessed FAT:
1. Contractor is responsible for the Owner’s and Engineer’s costs associated with FAT as
specified in other sections.
B. Owner training:
1. In accordance with Owner’s front end bid documents and in this Section.
C. Source testing (FAT):
1. Provide source testing and owner training on electrical equipment as defined below:
a. 26 32 14 - Single Diesel Fueled Engine Generator, Non- Witnessed, Owner Training
requirements: 4 hrs per session for Maintenance, 4 hrs per session for Operation
3.08 FIELD QUALITY CONTROL
A. Inspection:
1. Allow for inspection of electrical system installation as specified in this section.
2. Provide any assistance necessary to support inspection activities.
3. Engineer inspections may include, but are not limited to, the following:
a. Inspect equipment and materials for physical damage.
b. Inspect installation for compliance with the Drawings and Specifications.
c. Inspect installation for obstructions and adequate clearances around equipment.
d. Inspect equipment installation for proper leveling, alignment, anchorage, and
assembly.
e. Inspect equipment nameplate data to verify compliance with design requirements.
f. Inspect raceway installation for quality workmanship and adequate support.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 00 - 11 Common Work Results for
Electrical
g. Inspect cable terminations.
4. Inspection activities conducted during construction do not satisfy inspection or testing
requirements specified in Section 26 08 50.
B. Field acceptance testing (Functional Testing):
1. Notify the Engineer when the Electrical Work is ready for field acceptance testing.
2. Perform the field acceptance tests as specified in Section 26 08 50.
3. Record results of the required tests along with the date of test:
a. Use conduit identification numbers to indicate portion of circuit tested.
C. Workmanship:
1. Leave wiring in panels, manholes, boxes, and other locations neat, clean, and organized:
a. Neatly coil and label spare wiring lengths.
b. Shorten, re-terminate, and re-label excessive used as well as spare wire and cable
lengths, as determined by the Engineer.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING
A. As specified in Section 01 77 00.
B. Remove all foreign material and restore all damaged finishes to the satisfaction of the Engineer
and Owner.
C. Clean and vacuum all enclosures to remove all metal filings, surplus insulation and any visible
dirt, dust or other matter before energization of the equipment or system start-up.
D. As specified in other sections of the Contract Documents.
3.11 PROTECTION
A. Protect all Work from damage or degradation until Substantial Completion.
B. Maintain all surfaces to be painted in a clean and smooth condition.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 00
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City of San Luis Obispo Transit
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26 05 03 - 1 UTILITY COORDINATION
SECTION 26 05 03
UTILITY COORDINATION
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Coordination with the utility companies to provide service.
2. Contractor’s responsibilities for connecting to utilities and providing utility service to the
facilities.
3. Descriptions of utility services required.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
1.02 REFERENCES
A. As specified in Section 26 05 00.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Utility contacts:
1. Electric utility: For service equipment coordination
a. Name: Kevin Chang.
b. Utility: Pacific Gas & Electric.
c. Address: -
d. Phone number: 415-725-1209 .
e. E-mail: kevin.chang@pge.com
2. Electric utility: For transformer upgrade
a. Name: Justin McDonald.
b. Utility: Pacific Gas & Electri.
c. Address: -
d. Phone number: 805-546-1271 .
e. E-mail: Justin.McDonald@pge.com
1.04 SYSTEM DESCRIPTION
A. Electrical service:
1. Provide all Work and materials and bear all costs for providing temporary construction
power and the permanent electrical service, including but not limited to:
a. All Work and materials not provided by the electric utility.
b. All permits and fees required by the electric utility.
2. Provide electrical ducts, raceways, conductors and connections indicated on the
Drawings, and all other Work and materials required for a complete electrical service,
including but not limited to the following:
a. Electrical primary and secondary conduits and conductors from the point of electric
utility connection to the service entrance equipment.
b. Metering conduits from the instrument transformers to the meter.
c. All work shown on the utility plans.
B. General:
1. Coordinate and obtain inspections and final installation approval from the serving utilities
and other authorities having jurisdiction.
1.05 SUBMITTALS
A. Furnish submittals as specified in Sections 01 33 00 and 26 05 00.
B. Certification:
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 03 - 2 UTILITY COORDINATION
1. Submit certification that the intended installation has been coordinated with the utility
companies.
2. Include a narrative description of the utility’s requirements and points of connection,
names and telephone numbers for contacts at the utilities.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. Materials and equipment used in performance of Electrical Work shall be listed or labeled by
UL, or other equivalent recognized independent testing laboratory, for the class of service
intended.
1.07 DELIVERY, STORAGE, AND HANDLING (NOT USED)
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING
A. General:
1. Before start of Site Work, make arrangements for electrical service as required.
B. Electrical systems:
1. Before bidding, the electrical contractor shall coordinate with the City for most up to date
utilities plans from PG&E to determine the Work and materials that will be required from
the Contractor, and all fees and permits that will be required, so that all utility systems
furnished by the Contractor will be included in the bid.
2. Before commencing Work, coordinate electric service entrance requirements with local
electric utility to assure that the installation will be complete as specified in these Contract
Documents:
a. Ensure power transformer size, electrical characteristics, and location are consistent
with the design and service voltage provided by the electric utility coordinated with
other trades.
b. Arrange for utility revenue meter.
c. Coordinate installation of metering CTs and PTs furnished by the electric utility.
d. Pay any charges required by the electric utility for connection and turn-on.
C. Before commencing Site Work, coordinate underground conduit installations with other Work to
eliminate conflicts and avoid interferences with other underground systems.
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER'S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS (NOT USED)
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS
A. Furnish materials in accordance with the applicable requirements of the utilities and as
specified in these Specifications.
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 03 - 3 UTILITY COORDINATION
A. Furnish equipment in accordance with the applicable requirements of the utilities and as
specified in these Specifications.
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES (NOT USED)
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. As specified in Section 26 05 00.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING
A. As specified in Section 26 05 00.
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 03
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City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 1 600-VOLT OR LESS WIRES AND
CABLES
SECTION 26 05 18
600-VOLT OR LESS WIRES AND CABLES
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. 600 volt class or less wire and cable.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 26 - Grounding and Bonding.
3. Section 26 05 53 - Identification for Electrical Systems.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. ASTM International (ASTM):
1. B3 - Standard Specification for Soft or Annealed Copper Wire.
2. B8 - Standard Specification for Concentric-Lay–Stranded Copper Conductors, Hard, Medium-
Hard, or Soft.
C. CSA International (CSA).
D. Insulated Cable Engineers Association (ICEA):
1. NEMA WC 70/ICEA S-95-658-1999 - Standard for Nonshielded Power Cables Rated 2000
Volts or Less for the Distribution of Electrical Energy.
2. NEMA WC 57/ICEA S-73-532 - Standard for Control, Thermocouple Extension, and
Instrumentation Cables.
E. National Fire Protection Association (NFPA):
1. 70 - National Electrical Code (NEC).
2. 72 - National Fire Alarm and Signaling Code.
3. 101 - Life Safety Code.
F. Telecommunications Industry Association/Electronics Industry Association (TIA/EIA):
1. 568-C.2 - Balanced Twisted-Pair Telecommunication Cabling and Components Standard.
G. Underwriter's Laboratories Inc., (UL):
1. 44 - Thermoset-Insulated Wires and Cables.
2. 1277 - Standard for Electrical Power and Control Tray Cables with Optional Optical-Fiber
Members.
3. 1424 - Standard for Cables for Power-Limited Fire-Alarm Circuits.
4. 1569 - Standard for Metal-Clad Cables.
5. 2196 - Standard for Tests for Fire Resistive Cables.
6. 2225 - Standard for Cables and Cable-Fittings For Use in Hazardous (Classified) Locations.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Definitions of terms and other electrical considerations as set forth in the:
1. ASTM.
2. ICEA.
1.04 SYSTEM DESCRIPTION
A. Furnish and install the complete wire and cable system.
1.05 SUBMITTALS
A. Furnish submittals as specified in Sections 01 33 00 and 26 05 00.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 2 600-VOLT OR LESS WIRES AND
CABLES
B. Product data:
1. Manufacturer of wire and cable.
2. Insulation:
a. Type.
b. Voltage class.
3. American wire gauge (AWG) size.
4. Conductor material.
5. Pulling compounds.
C. Shop drawings:
1. Show splice locations.
a. For each proposed splice location provide written justification describing why the splice is
necessary.
D. Test reports:
1. Submit test reports for meg-ohm tests.
E. Calculations:
1. Submit cable pulling calculations to the Engineer for review and comment for all cables that
will be installed using mechanical pulling equipment. Show that the maximum cable tension
and sidewall pressure will not exceed manufacturer recommended values:
a. Provide a table showing the manufacturer’s recommended maximum cable tension and
sidewall pressure for each cable type and size included in the calculations.
b. Submit the calculations to the Engineer a minimum of 2 weeks before conduit installation.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. All wires and cables shall be UL listed and labeled.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS (NOT USED)
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER`S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. One of the following or equal:
1. 600 volt class wire and cable:
a. General Cable.
b. Okonite Company.
c. Southwire Company.
2. 600 volt VFD cable:
a. General Cable.
b. Southwire Company.
3. Instrumentation class wire and cable:
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 3 600-VOLT OR LESS WIRES AND
CABLES
a. Alpha Wire Company.
b. Belden CDT.
c. General Cable BICC Brand.
d. Okonite Company.
e. Rockbestos Surprenant Cable Corporation.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS
A. Conductors:
1. Copper in accordance with ASTM B3.
2.04 MANUFACTURED UNITS
A. General:
1. Provide new wires and cables manufactured within 1 year of the date of delivery to the Site.
2. Permanently mark each wire and cable with the following at 24-inch intervals:
a. AWG size.
b. Voltage rating.
c. Insulation type.
d. UL symbol.
e. Month and year of manufacture.
f. Manufacturer's name.
3. Identify and mark wire and cable as specified in Section 26 05 53:
a. Use integral color insulation for Number 2 AWG and smaller wire.
b. Wrap colored tape around cable larger than Number 2 AWG.
B. 600 volt class wire and cable:
1. Provide AWG or kcmil sizes as indicated on the Drawings or in the Conduit Schedules:
a. When not indicated on the Drawings, size wire as follows:
1) In accordance with the NEC:
(a) Use 75 degree Celsius ampacity ratings.
(b) Ampacity rating after all derating factors, equal to or greater than rating of the
overcurrent device.
2) Provide Number 12 AWG minimum for power conductors.
3) Provide Number 14 AWG minimum for control conductors.
2. Provide Class B stranding in accordance with ASTM B8:
a. Provide Class C stranding where extra flexibility is required.
3. Insulation:
a. XHHW/XHHW-2
b. 90 degrees Celsius rating.
C. Instrumentation class cable:
1. Type TC.
2. Suitable for use in wet locations.
3. Voltage rating: 600 volts.
4. Temperature rating:
a. 90 degrees Celsius rating in dry locations.
b. 75 degrees Celsius rating in wet locations.
5. Conductors:
a. Insulation:
1) Flame-retardant PVC, 15 mils nominal thickness, with nylon jacket 4 mils nominal
thickness.
b. Number 16 AWG stranded and tinned.
c. Color code:
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 4 600-VOLT OR LESS WIRES AND
CABLES
1) Pair: Black and white.
2) Triad: Black, white and red.
3) Multiple pairs or triads:
(a) Color-coded and numbered.
6. Drain wire:
a. 18 AWG.
b. Stranded, tinned.
7. Jacket:
a. Flame retardant, moisture and sunlight resistant PVC.
b. Ripcord laid longitudinally under jacket to facilitate removal.
8. Shielding:
a. Individual pair/triad:
1) Minimum 1.35-mil double-faced aluminum foil/polyester tape overlapped to provide
100 percent coverage.
b. Multiple pair or triad shielding:
1) Group shield: Minimum 1.35-mil double-faced aluminum foil/polyester tape
overlapped to provide 100 percent coverage.
2) Completely isolate group shields from each other.
3) Cable shield: 2.35 mils double-faced aluminum and synthetic polymer backed tape
overlapped to provide 100 percent coverage.
c. All shielding to be in contact with the drain wire.
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES
A. Wire ties:
1. One of the following or equal:
a. T&B "Ty-Rap" cable ties.
b. Panduit cable ties.
B. Wire markers:
1. As specified in Section 26 05 53.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. Assembly and testing of cable shall comply with the applicable requirements of ICEA S-95-658-
1999.
B. Test Type THHN/THWN-2 in accordance with the requirements of UL 44.
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Color-coding:
1. Color-coding shall be consistent throughout the facility.
2. The following color code shall be followed for all 240/120 volt and 208/120 volt systems:
a. Phase A - Black.
b. Phase B - Red.
c. Phase C - Blue.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 5 600-VOLT OR LESS WIRES AND
CABLES
d. Single phase system - Black for one hot leg, red for the other.
e. Neutral - White.
f. High phase or wild leg - Orange.
g. Equipment ground - Green.
3. The following color code shall be followed for all 480/277 volt systems:
a. Phase A - Brown.
b. Phase B - Orange.
c. Phase C - Yellow.
d. Neutral - Gray.
e. Equipment ground - Green.
4. The following color code shall be followed for all 120 VAC control wiring:
a. Power - Red.
b. Neutral - White.
5. The following color code shall be followed for all general purpose DC control circuits:
a. Grounded conductors - White with blue stripe.
b. Ungrounded conductors - Blue.
6. Switch legs shall be violet. Three-way switch runners shall be pink.
7. Wires in intrinsically safe circuits shall be light blue.
8. Wire colors shall be implemented in the following methods:
a. Wires manufactured of the desired color.
b. Continuously spiral wrap the first 6 inches of the wire from the termination point with
colored tape:
1) Colored tape shall be wrapped to overlap 1/2 of the width of the tape.
C. Install conductors only after the conduit installation is complete, and all enclosures have been
vacuumed clean, and the affected conduits have been swabbed clean and dry:
1. Install wires only in approved raceways.
2. Do not install wire:
a. In incomplete conduit runs.
b. Until after the concrete work and plastering is completed.
D. Properly coat wires and cables with pulling compound before pulling into conduits:
1. For all Number 4 AWG and larger, use an approved wire-pulling lubricant while cable is being
installed in conduit:
a. Ideal Products.
b. Polywater Products.
c. 3M Products.
d. Greenlee Products.
e. Or equal as recommended by cable manufacturer.
f. Do not use oil, grease, or similar substances.
E. Cable pulling:
1. Prevent mechanical damage to conductors during installation.
2. For cables Number 1 AWG and smaller, install cables by hand.
3. For cables larger than Number 1 AWG, power pulling winches may be used if they have cable
tension monitoring equipment.
4. Provide documentation that maximum cable pulling tension was no more than 75 percent of
the maximum recommended level as published by the cable manufacturer. If exceeded, the
Engineer may, at his discretion, require replacement of the cable.
5. Ensure cable pulling crews have all calculations and cable pulling limitations while pulling
cable.
6. Add a junction box or pullbox where required to prevent cable pulling tension or sidewall
pressure from exceeding 75 percent of manufacturer’s recommendation for the specified
cable size:
a. Leave sufficient slack to make proper connections.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 6 600-VOLT OR LESS WIRES AND
CABLES
F. Use smooth-rolling sheaves and rollers when pulling cable into cable tray to keep pulling tension
and bending radius within manufacturer’s recommendations.
G. Install and terminate all wire in accordance with manufacturer's recommendations.
H. Neatly arrange and lace conductors in all switchboards, panelboards, pull boxes, and terminal
cabinets by means of wire ties:
1. Do not lace wires in gutter or panel channel.
2. Install all wire ties with a flush cutting wire tie installation tool:
a. Use a tool with an adjustable tension setting.
3. Do not leave sharp edges on wire ties.
I. Terminate stranded conductors on equipment box lugs such that all conductor strands are confined
within the lug:
1. Use ring type lugs if box lugs are not available on the equipment.
J. Lighting circuits:
1. Each circuit shall have a dedicated neutral.
K. Apply wire markers to all wires at each end after being installed in the conduit and before meg-ohm
testing and termination.
L. Instrumentation class cable:
1. Install instrumentation class cables in separate raceway systems from power cables:
a. Install instrument cable in metallic conduit within non-dedicated manholes or pull boxes.
b. Install cable without splices between instruments or between field devices and instrument
enclosures or panels.
2. Do not make intermediate terminations, except in designated terminal boxes as indicated on
the Drawings.
3. Shield grounding requirements as specified in Section 26 05 26.
M. Signal cable:
1. Separate and isolate electrical signal cables from sources of electrical noise and power cables
by minimum 12 inches.
N. Wiring allowances:
1. Equipment locations may vary slightly from the drawings. Include an allowance for necessary
conductors and terminations for motorized equipment, electrical outlets, fixtures,
communication outlets, instruments, and devices within 10 linear feet of locations indicated on
the Drawings.
2. Locations for pull boxes, manholes, and duct banks may vary slightly from the drawings.
Include an allowance for necessary conductors and related materials to provide conductors to
all pull boxes, manholes and duct banks within 20 linear feet of locations indicated on the
Drawings.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 TESTING
A. As specified in Section 26 08 50.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
B. Grounding:
1. As specified in Section 26 05 26.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING (NOT USED)
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 18 - 7 600-VOLT OR LESS WIRES AND
CABLES
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 18
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 21 - 1 LOW VOLTAGE WIRE
CONNECTIONS
SECTION 26 05 21
LOW VOLTAGE WIRE CONNECTIONS
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Wire connecting devices.
2. Terminations.
3. Splices.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 18 - 600-Volt or Less Wires and Cables.
3. Section 26 08 50 – Field Electrical Acceptance Tests.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. ASTM International (ASTM):
1. D3005 – Standard Specification for Low-Temperature Resistant Vinyl Chloride Plastic
Pressure-Sensitive Electrical Insulating Tape.
C. CSA International (CSA):
1. C22.2 - No.197-M1983 (R2208) - PVC Insulating Tape.
D. Underwriters Laboratories, Inc. (UL):
1. 510 - Standard for Polyvinyl Chloride, Polyethylene, and Rubber Insulating Tape.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
1.04 SYSTEM DESCRIPTION
A. Provide a complete system of wiring connectors, terminators, fittings, etc. for a complete wiring
system suitable for the cables and conductors used.
1.05 SUBMITTALS
A. Furnish submittals as specified in Sections 01 33 00 and 26 05 00.
B. Product data:
1. Catalog cut sheets.
2. Installation instructions.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. All materials shall be UL listed.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 21 - 2 LOW VOLTAGE WIRE
CONNECTIONS
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers for each type of technology are specified with the equipment in this Section.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT
A. Control connections:
1. Use insulated ring type wire terminators for connections to all screw terminals:
a. With chamfered/funneled terminal barrel entry.
b. Deep internal serrations.
c. Long barrel design to reduce electrical resistance and increased insulator-barrel
surface area to ensure that the insulator remains in contact with the barrel.
d. Electroplated-tin copper conductor.
e. Manufacturer: The following or equal:
1) Thomas and Betts, Stakon.
2. For process equipment connections work from manufacturer's drawings.
B. Joints, taps, and connections:
1. 600-volt conductors:
a. Use solderless connectors.
b. Use only plated copper alloy connectors or lugs:
1) Aluminum connectors or lugs are not acceptable for copper conductors.
c. For wire Number 10 AWG and smaller use compression splice caps, with insulating
caps:
1) Manufacturer: The following or equal:
(a) Buchanan 2006S or 2011S, with 2007 or 2014 insulating caps.
d. For wire Number 8 AWG and larger, use heavy duty copper compression connectors:
1) Manufacturer: One of the following or equal:
(a) Burndy.
(b) Thomas and Betts.
e. Heat shrink tubing:
1) Suitable for indoors, outdoors, overhead, direct burial or submerged
applications.
2) Minimum shrink ratio: 4 to 1.
3) Continuous operating temperature: -55 degrees Celsius to 110 degrees Celsius.
4) Internally applied adhesive sealant.
5) Cross-linked polyolefin:
(a) Manufacturers, one of the following or equal:
(1) 3M ITCSN.
(2) Thomas & Betts Shrink-Kon.
C. Insulating tape:
1. General purpose insulating tape:
a. Minimum 7 mil vinyl tape.
b. Suitable for application in an ambient of -18 degrees Celsius (0 degrees Fahrenheit).
c. Operating range up to 105 degrees Celsius (220 degrees Fahrenheit).
d. Flame retardant, hot- and cold- weather resistant, UV resistant.
e. For use as a primary insulation for wire cable splices up to 600 VAC.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 21 - 3 LOW VOLTAGE WIRE
CONNECTIONS
f. Meeting and complying with:
1) ASTM D3005 Type I
2) UL 510.
3) CSA C22.2.
g. Manufacturer: The following or equal:
1) 3M - Scotch Number Super 33+.
2. General-purpose color-coding tape:
a. Minimum 7 mil vinyl tape.
b. Suitable for application on PVC and polyethylene jacketed cables.
c. For use indoors and outdoors in weather protected enclosures.
d. Available with the following colors:
1) Red.
2) Yellow.
3) Blue.
4) Brown.
5) Gray.
6) White.
7) Green.
8) Orange.
9) Violet.
e. For use as phase identification, marking, insulating, and harnessing.
f. Meeting and complying with:
1) UL 510.
2) CSA C22.2.
g. Manufacturer the following or equal:
1) 3M - Scotch Number 35.
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES (NOT USED)
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Load connections:
1. Connect loads to the circuits as indicated. Color-code all branch circuits as specified in
Section 26 05 18.
C. Zero to 600-volt systems:
1. Make all connections with the proper tool and die as specified by the device manufacturer.
2. Use only tooling and dies manufactured by the device manufacturer.
3. Insulate all connections and splices with Scotch 33+ tape and Scotchfill, or pre-molded
plastic covers, or heat shrink tubing and caps.
4. Number all power and control wires before termination.
D. Motor connections (600 volts and below):
1. Terminate wires with compression type ring lugs at motors.
City of San Luis Obispo Transit
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26 05 21 - 4 LOW VOLTAGE WIRE
CONNECTIONS
2. Connection at both the motor leads and the machine wires shall have ring type
compression lugs.
3. Cover bolted connectors with a heat shrinkable, cross-linked polyolefin material formed as
a single opening boot:
a. In damp and wet locations, use a complete kit containing mastic that shall seal out
moisture and contamination.
b. Shrink cap with low heat as recommended by manufacturer.
4. Wire markers shall be readable after boot installation.
5. Manufacturer: The following or equal:
a. Raychem MCK.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. As specified in Section 01 75 17.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING (NOT USED)
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 21
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 26 - 1 GROUNDING AND BONDING
SECTION 26 05 26
GROUNDING AND BONDING
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Grounding materials and requirements.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 08 50 - Field Electrical Acceptance Tests.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. ASTM International (ASTM):
1. B3 - Standard Specification for Soft or Annealed Copper Wire.
2. B8 - Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard,
Medium-Hard, or Soft.
C. Institute of Electrical and Electronics Engineers (IEEE):
1. 81 - IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface
Potentials of a Grounding System.
D. Underwriters Laboratories, Inc. (UL):
1. 467 - Ground and Bonding Equipment.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
1.04 SYSTEM DESCRIPTION
A. Ground equipment and raceway systems so that the completed installation conforms to all
applicable code requirements.
B. Provide a complete electrical grounding system as indicated on the Drawings and as specified
including but not limited to:
1. Grounding electrodes.
2. Bonding jumpers.
3. Ground connections.
C. Provide bonding jumpers and wire, grounding bushings, clamps and appurtenances required
for complete grounding system to bond equipment and raceways to equipment grounding
conductors.
D. The ground system resistance (electrode to ground) of the completed installation, as
determined by tests specified in Section 26 08 50, shall be:
1. 5 ohms or less for industrial systems.
2. 1 ohm or less for electrical buildings.
1.05 SUBMITTALS
A. Furnish submittals as specified in Sections 26 05 00.
B. Product data:
1. Catalog cut sheets.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. All grounding components and materials shall be UL listed and labeled.
1.07 DELIVERY, STORAGE, AND HANDLING
City of San Luis Obispo Transit
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26 05 26 - 2 GROUNDING AND BONDING
A. As specified in Section 26 05 00.
1.08 PROJECT/SITE CONDITIONS (NOT USED)
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. Compression connectors: One of the following or equal:
1. FCI Burndy.
2. Thomas & Betts.
B. Ground rods: One of the following or equal:
1. Erico.
2. Harger.
3. Nehring
C. Ground cable: One of the following or equal:
1. Nehring.
2. Harger.
3. Southwire.
D. Precast ground well boxes: One of the following or equal:
1. Brooks Products.
2. Christy Concrete Products.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS
A. Ground rod:
1. Minimum: 3/4-inch diameter, 10 feet long.
2. Uniform 10 mil covering of electrolytic copper metallically bonded to a rigid steel core:
a. The copper-to-steel bond shall be corrosion resistant.
3. In accordance with UL 467.
4. Sectional type joined by threaded copper alloy couplings.
5. Fit the top of the rod with a threaded coupling and steel-driving stud.
B. Ground cable:
1. Requirements:
a. Soft drawn (annealed).
b. Concentric lay, coarse stranded in accordance with ASTM B8.
c. Bare copper in accordance with ASTM B3.
2. Size is as indicated on the Drawings, but not less than required by the NEC.
C. Compression connectors:
1. Manufactured of high copper alloy specifically for the particular grounding application.
2. Suitable for direct burial in earth and concrete.
3. Identifying compression die number inscription to be impressed on compression fitting.
D. Equipment grounding conductors:
City of San Luis Obispo Transit
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26 05 26 - 3 GROUNDING AND BONDING
1. Conductors shall be the same type and insulation as the load circuit conductors:
a. Use 600-volt insulation for the equipment grounding conductors for medium voltage
systems.
2. Minimum size in accordance with the NEC.
E. Grounding electrode conductors:
1. Minimum size in accordance with the NEC.
F. Main bonding jumpers and bonding jumpers:
1. Minimum size in accordance with the NEC.
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES
A. Precast ground well boxes:
1. Minimum 10 inch interior diameter.
2. Traffic-rated cast iron cover.
3. Permanent “GROUND” marking on cover.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Provide a separate, green insulated, grounding conductor in each raceway independent of
raceway material.
1. Provide a separate grounding conductor in each individual raceway for parallel feeders.
C. Provide a separate grounding conductor for each motor and connect at motor terminal box. Do
not use bolts securing motor box to frame or cover for grounding connectors:
1. When grounding motors driven by variable frequency drives (VFD) comply with the
requirements of the VFD manufacturer.
D. Provide a grounding type bushing with lug for connection of grounding conductor for conduits
that originate from each motor control center section, switchboard, or panelboard:
1. Individually bond these raceways to the ground bus in the equipment.
E. Provide grounding type bushings with lugs for connection of grounding conductor at both ends
of metallic conduit runs. Bond ground bushings to the grounding system.
F. Provide a green insulated wire-grounding jumper from the ground screw to a box grounding
screw and, for grounding type devices, to equipment grounding conductor.
G. Interconnect the secondary switchgear, switchboard, or panelboard neutral bus to the ground
bus in the secondary switchgear, switchboard, or panelboard compartment, only at service
entrance point or after a transformer.
H. Duct bank ground system:
1. Provide a bare copper grounding conductor the entire length of each duct bank,
embedded in the concrete of the duct bank as indicated on the Drawings and specified in
the Specifications.
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26 05 26 - 4 GROUNDING AND BONDING
2. Bond duct bank ground conductors together where duct banks join, merge, intersect, or
split.
I. Grounding at service (600 V or Less):
1. Connect the neutral to ground only at one point within the enclosure of the first
disconnecting means on the load side of the service transformer.
J. Ground connections:
1. All connections to the ground grid system, the duct bank grounding system, equipment,
ground rods, etc., shall be made using compression type grounding connectors as
indicated on the Drawings, UL listed, and labeled for the application.
2. Make ground connections in accordance with the manufacturer's instructions.
3. Do not conceal or cover any ground connections until the Engineer or authorized
representative has established and provided written confirmation that every grounding
connection is as indicated on the Drawings and specified in the Specifications.
K. Grounding electrode system:
1. Ground ring:
a. Provide all trenching and materials necessary to install the ground ring as indicated
on the Drawings.
b. Ground ring conductor shall be in direct contact with the earth, or where embedded,
concrete, of the size as indicated on the Drawings.
c. Minimum burial depth 36 inches or as indicated on the Drawings.
d. Re-compact disturbed soils to original density in 6-inch lifts.
2. Ground rods:
a. Locations as indicated on the Drawings.
b. Length of rods forming an individual ground array shall be equal in length.
c. Drive ground rods and install grounding conductors before construction of concrete
slabs and duct banks.
d. Pre-crimp all ground rods, as recommended by the manufacturer, before crimping
connector to ground rod.
3. Metal underground water pipe:
a. Bond metal underground domestic water pipe to grounding electrode system.
4. Metal frame of building or structure:
a. Bond metal frame of building or structure to grounding electrode system.
5. Extend grounding conductors through concrete to accessible points for grounding
equipment and electrical enclosures.
6. Where grounding conductors are not concrete-encased or direct buried, install in
Schedule 40 PVC conduit for protection.
7. Install grounding system at each structure where switchgear, motor control centers,
switchboards, panelboards, panels, or other electrical equipment are installed.
L. Shield grounding:
1. Shielded instrumentation cable shall have its shield grounded at one end only unless shop
drawings indicate otherwise:
a. The grounding point shall be at the control panel or at the power source end of the
signal carried by the cable.
2. Terminate the shield drain wire on a dedicated terminal block.
3. Use manufacturer’s terminal block jumpers to interconnect ground terminals.
4. Connection to the panel main ground bus shall be via a green No. 12 conductor to the
main ground bus for the panel.
M. Antenna ground:
1. Install individual ground rod or ground system for communication system antenna:
a. Install a dedicated grounding electrode conductor from the antenna ground to the
grounding electrode system.
b. Do not connect any other grounds to the antenna grounding electrode conductor.
City of San Luis Obispo Transit
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26 05 26 - 5 GROUNDING AND BONDING
2. Install ground rod or ground system in accordance with the radio manufacturer's
requirements.
N. Where indicated on the Drawings, install ground rods in precast ground wells.
O. Ground all gates, fences, and handrails, even if not shown on Drawings. Grounding conductor
from ground grid to gates, fences and handrails shall be #2 AWG minimum.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 TESTING
A. As specified in Section 26 08 50.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
B. Measure grounding electrode system resistance to ground in accordance with IEEE 81.
3.09 ADJUSTING
A. Under the direction of the Engineer, add additional parallel connected ground rods and/or
deeper driven rods until the ground resistance measurement meets the specified resistance
requirements:
1. Use of salts, water, or compounds to attain the specified ground resistance is not
acceptable.
3.10 CLEANING (NOT USED)
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 26
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City of San Luis Obispo Transit
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26 05 29 - 1 HANGERS AND SUPPORTS
SECTION 26 05 29
HANGERS AND SUPPORTS
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Mounting and supporting electrical equipment and components.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. ASTM International (ASTM):
1. A123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel
Products.
2. A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
3. A240 - Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate,
Sheet, and Strip for Pressure Vessels and for General Applications.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
1.04 SYSTEM DESCRIPTION
A. Design requirements:
1. Conform to the requirements of the Building Code.
2. Demonstrate the following using generally accepted engineering methods:
a. That the anchors to the structure are adequate to resist the loads generated in
accordance with the Building Code and equipment requirements.
b. That the required load capacity of the anchors can be fully developed in the structural
materials to which they are attached.
3. Design loading and anchoring requirements:
a. As indicated in the Building Code unless otherwise specified.
b. Seismic loading requirements:
1) Freestanding, suspended, or wall-hung equipment shall be anchored in place by
methods that will satisfy the requirements for the seismic design specified in
Section 26 05 00.
c. Wind loading requirements:
1) All exterior equipment shall be anchored in place by methods that will satisfy the
requirements for wind design specified in Section 26 05 00.
d. Minimum safety factor against overturning: 1.5.
e. The foundation and structures to which hangers and supports are attached shall be
capable of withstanding all anchor loads.
B. Performance requirements:
1. Hangers and supports individually and as a system shall resist all weights and code-
required forces without deflections and deformations that would damage the supporting
elements, the equipment supported, or the surrounding construction.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Supports:
a. Materials.
b. Geometry.
City of San Luis Obispo Transit
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26 05 29 - 2 HANGERS AND SUPPORTS
c. Manufacturer.
2. Hardware:
a. Materials.
b. Manufacturer.
C. Shop drawings:
1. Complete dimensioned and scalable shop drawings of all supporting structures, trapezes,
wall supports, etc.
2. Complete anchoring details for equipment, lighting and raceway, supporting structures,
trapezes, wall supports for all equipment in excess of 200 pounds, and all freestanding
supports:
a. Stamped by a professional engineer licensed in the state where the Project is being
constructed.
b. Said submittals, by virtue of the fact that they bear the stamp of a registered
engineer, will be reviewed for general consistency with the requirements specified in
the Contract Documents, but not for context, accuracy, or method of calculation.
3. Include data on attachment hardware and construction methods that will satisfy the design
loading and anchoring criteria.
D. Installation instructions:
1. Furnish anchorage instructions and requirements based on the seismic and wind
conditions of the Site:
a. Stamped by a professional engineer licensed in the state where the Project is being
constructed.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM STARTUP
A. As specified in Section 26 05 00.
1.13 OWNER'S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. One of the following or equal:
1. Thomas & Betts.
2. Power-Strut.
3. Unistrut.
4. Cooper B-Line.
5. Robroy.
6. Aickinstrut.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS
City of San Luis Obispo Transit
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26 05 29 - 3 HANGERS AND SUPPORTS
A. Use materials appropriate for the area as specified in Section 26 05 00.
B. Hot dip galvanized steel:
1. Supports:
a. In accordance with ASTM A123 or A153.
b. Minimum zinc coating thickness of 2.5 mils.
2. Hardware:
a. Electro-galvanized.
b. In accordance with ASTM A153.
C. Stainless steel:
1. Supports:
a. In accordance with ASTM A240.
b. ANSI Type 316 material.
2. Hardware:
a. ANSI Type 316 material.
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES
A. Anchor bolts:
1. Indoor, Dry Locations: Anchor bolts shall be ASTM A307 galvanized steel.
2. Outdoor, Wet or Corrosive Areas: Anchor bolts shall be Type 316 ASTM A276 stainless
steel.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES
A. Paint and finish all supporting structures per Owner’s requirements.
2.11 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Mount all raceways, cabinets, boxes, fixtures, instruments, and devices on Contractor-
fabricated racks unless otherwise indicated on the Drawings.
1. Provide the necessary sway bracing to keep trapeze type structures from swaying under
seismic events or wind loading.
C. Brace and anchor freestanding equipment supports using methods that provide structural
support based on the seismic loads and wind loads:
1. Lateral deflection at top of supports not to exceed support height divided by 240 unless
otherwise approved by the Engineer.
D. Provide fabricated steel support pedestals for wall mounted panels that weigh more than 200
pounds:
1. Fabricate pedestals out of welded angle, tube sections, or preformed channel.
2. If the supported equipment is a panel or cabinet, match the supported equipment in
physical appearance and dimensions.
3. Provide auxiliary floor supports for transformers hung from stud walls and weighing more
than 200 pounds.
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26 05 29 - 4 HANGERS AND SUPPORTS
4. Mount all equipment, cabinets, boxes, instruments, and devices in damp or wet locations
on minimum of 7/8-inch preformed mounting channel.
a. Mount channel vertically along the length of the device so that water or moisture may
run freely behind the device.
E. Corrosion protection:
1. Isolate dissimilar metals, except where required for electrical continuity.
a. Use neoprene washers, 9-mil polyethylene tape, or gaskets for isolation.
F. Raceway:
1. Furnish all racks and trapeze structures needed to support the raceway from the structure.
a. Group raceway and position on racks to minimize crossovers.
b. Provide the necessary bracing to keep trapeze type structures from swaying under
loads from cable installation, seismic forces, or wind forces.
G. Anchoring methods:
1. Solid concrete: Anchor bolts, anchor rods, or post-installed anchors as specified herein.
2. Metal surfaces: Machine screws or bolts.
3. Hollow masonry units: Post-installed anchors as specified on drawings.
H. Recoat or seal all drilled holes, cut or scratched surfaces or with products recommended by the
manufacturer.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.08 ADJUSTING (NOT USED)
3.09 CLEANING (NOT USED)
3.10 PROTECTION
A. As specified in Section 26 05 00.
3.11 SCHEDULES (NOT USED)
END OF SECTION 26 05 29
City of San Luis Obispo Transit
Facility EV Charging
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26 05 33 - 1 CONDUITS
SECTION 26 05 33
CONDUITS
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Metallic conduits.
2. Nonmetallic conduits.
3. Conduit bodies.
4. Conduit fittings and accessories.
5. Conduit installation.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 29 - Hangers and Supports.
3. Section 26 05 53 - Identification for Electrical Systems.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. American National Standards Institute (ANSI):
1. C80.1 - Electrical Rigid Steel Conduit.
2. C80.3 - Steel Electrical Metallic Tubing.
3. C80.5 - Electrical Rigid Aluminum Conduit.
4. C80.6 - Electrical Intermediate Metal Conduit.
C. National Electrical Manufacturer’s Association (NEMA):
1. RN-1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and
Intermediate Steel Conduit.
2. TC2 - Electrical Polyvinyl Chloride (PVC) Conduit.
3. TC3 - Polyvinyl Chloride (PVC) Fittings for Use with Rigid PVC Conduit and Tubing.
4. TC7 - Smooth-Wall Coilable Electrical Polyethylene Conduit.
5. TC13 - Electrical Nonmetallic Tubing.
6. TC14 - Reinforced Thermosetting Resin Conduit (RTRC) and Fittings.
D. Underwriters Laboratories (UL):
1. 1 - Standard for Flexible Metal Conduit.
2. 6 - Standard for Electrical Rigid Metal Conduit - Steel.
3. 6A - Standard for Electrical Rigid Metal Conduit - Aluminum, Red Brass, and Stainless
Steel.
4. 360 - Standard for Liquidtight Flexible Steel Conduit.
5. 651 - Standard for Schedule 40 and 80 Rigid PVC Conduit and Fittings.
6. 651B - Standard for Continuous Length HDPE Conduit.
7. 797 - Standard for Electrical Metallic Tubing - Steel.
8. 1242 - Standard for Electrical Intermediate Metal Conduit - Steel.
9. 1653 - Standard for Electrical Nonmetallic Tubing.
10. 1660 - Standard for Liquidtight Flexible Nonmetallic Conduit.
11. 1684 - Standard for Reinforced Thermosetting Resin Conduit (RTRC) and Fittings.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Specific definitions and abbreviations:
1. Conduit bodies: A separate portion of a conduit system that provides access through a
removable cover to the interior of the system at a junction of 2 or more conduit sections.
Includes, but not limited to, Shapes C, E, LB, T, X, etc.
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26 05 33 - 2 CONDUITS
2. Conduit fitting: An accessory that primarily serves a mechanical purpose. Includes, but not
limited to, bushings, locknuts, hubs, couplings, reducers, etc.
3. GRC: Galvanized rigid steel conduit.
4. PCS: Polyvinyl chloride (PVC) coated rigid steel conduit.
5. PVC: Polyvinyl chloride rigid nonmetallic conduit.
6. SLT: Sealtight-liquidtight flexible conduit.
7. NPT: National pipe thread.
1.04 SYSTEM DESCRIPTION
A. Provide conduits, conduit bodies, fittings, junction boxes, and all necessary components, whether
or not indicated on the Drawings, as required, to install a complete electrical raceway system.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Furnish complete manufacturer’s catalog sheets for every type and size of conduit, fitting,
conduit body, and accessories to be used on the Project.
2. Furnish complete manufacturer’s recommended special tools to be used for installation if
required.
3. Certified test results for PVC-coated metallic conduit showing the adhesive bond is stronger
than the tensile strength of the PVC.
C. Certifications:
1. Furnish PVC-coated conduit manufacturer’s certification for each installer.
D. Record Documents:
1. Incorporate all changes in conduit routing on electrical plan drawings.
2. Dimension underground and concealed conduits from building lines.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. All conduits, conduit bodies, and fittings shall be UL listed and labeled.
C. Every installer of PVC-coated metallic conduit shall be certified by the manufacturer for
installation of the conduit.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
B. Do not expose nonmetallic to direct sunlight.
C. Do not store conduit in direct contact with the ground.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING
A. Before installing any conduit or locating any device box:
1. Examine the complete set of Drawings and Specifications, and all applicable shop drawings.
2. Verify all dimensions and space requirements and make any minor adjustments to the
conduit system as required to avoid conflicts with the building structure, other equipment, or
the work of other trades.
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
City of San Luis Obispo Transit
Facility EV Charging
Infrastructure
26 05 33 - 3 CONDUITS
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. Galvanized rigid steel conduit:
1. One of the following or equal:
a. Western Tube and Conduit.
b. Allied Tube and Conduit.
c. Wheatland Tube Co.
B. PVC-coated rigid steel conduit:
1. One of the following or equal:
a. Robroy Industries.
b. Ocal, Inc.
c. Calbond.
C. Sealtight-liquidtight flexible conduit:
1. One of the following or equal:
a. Southwire.
b. AFC Cable Systems.
c. Electri-Flex Company.
d. Anaconda.
D. Conduit bodies:
1. One of the following or equal:
a. Crouse-Hinds.
b. Appleton.
c. O-Z/Gedney.
d. Ocal, Inc..
e. Robroy Industries.
f. Calbond.
g. Carlon.
E. Joint compound:
1. Thomas and Betts.
F. Galvanized rigid steel conduit expansion fittings:
1. One of the following or equal:
a. Crouse-Hinds.
b. Appleton.
c. O-Z/Gedney.
G. Conduit hangers and supports:
1. As specified in Section 26 05 29.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS
A. GRC:
1. All threads: NPT standard conduit threads with a 3/4-inch taper per foot:
City of San Luis Obispo Transit
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Infrastructure
26 05 33 - 4 CONDUITS
a. Running conduit threads are not acceptable.
2. Hot-dip galvanized inside and out:
a. Ensures complete coverage and heats the zinc and steel to a temperature that ensures
the zinc alloys with the steel over the entire surface.
b. Electro-galvanizing is not acceptable.
3. Manufactured in accordance with:
a. UL-6.
b. ANSI C80.1.
B. PCS:
1. The steel conduit, before PVC coating, shall be new, unused, hot-dip galvanized material,
conforming to the requirements for Type GRC.
2. Coated conduit NEMA Standard RN-1:
a. The galvanized coating may not be disturbed or reduced in thickness during the
cleaning and preparatory process.
3. Factory-bonded PVC jacket:
a. The exterior galvanized surfaces shall be coated with primer before PVC coating to
ensure a bond between the zinc substrate and the PVC coating.
b. Nominal thickness of the exterior PVC coating shall be 0.040 inch except where part
configuration or application of the piece dictates otherwise.
c. PVC coating on conduits and associated fittings shall have no sags, blisters, lumps, or
other surface defects and shall be free of holes and holidays.
d. The PVC adhesive bond on conduits and fittings shall be greater than the tensile
strength of the PVC plastic coating:
1) Confirm bond with certified test results.
4. A urethane coating shall be uniformly and consistently applied to the interior of all conduits
and fittings:
a. Nominal thickness of 0.002 inch.
b. Conduits having areas with thin or no coating are not acceptable.
c. All threads shall be coated with urethane.
5. The PVC exterior and urethane interior coatings applied to the conduits shall afford
sufficient flexibility to permit field bending without cracking or flaking at temperature above
30 degrees Fahrenheit (-1 degree Celsius).
6. PCS conduit bodies and fittings:
a. Malleable iron.
b. The conduit body, before PVC coating, shall be new, unused material and shall
conform to appropriate UL standards.
c. The PVC coating on the outside of conduit bodies shall be 0.040-inch thick and have a
series of longitudinal ribs to protect the coating from tool damage during installation.
d. 0.002-inch interior urethane coating.
e. Utilize the PVC coating as an integral part of the gasket design.
f. Stainless steel cover screw heads shall be encapsulated with plastic to ensure
corrosion protection.
g. A PVC sleeve extending 1 conduit diameter or 2 inches, whichever is less, shall be
formed at each female conduit opening.
1) The inside diameter of the sleeve shall be the same as the outside diameter of the
conduit to be used.
2) The sleeve shall provide a vapor- and moisture-tight seal at every connection.
C. SLT:
1. Temperature rated for use in the ambient temperature at the installed location but not less
than the following:
a. General purpose:
1) Temperature range: -20 degrees Celsius to +80 degrees Celsius.
b. Oil-resistant:
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26 05 33 - 5 CONDUITS
1) Temperature range: -20 degrees Celsius to +60 degrees Celsius.
2. Sunlight-resistant, weatherproof, and watertight.
3. Manufactured from single strip steel, hot-dip galvanized on all 4 sides before conduit
fabrication.
4. Strip steel spiral wound resulting in an interior that is smooth and clean for easy wire pulling.
5. Overall PVC jacket.
6. With integral copper ground wire, built in the core, in conduit trade sizes 1/2 inch through 1-
1/4 inch.
D. PVC:
1. Extruded from virgin PVC compound:
a. Schedule 40 unless otherwise specified.
b. Schedule 80 extra-heavy wall where specified.
2. Rated for 90 degrees Celsius conductors or cable.
3. Rated for use in direct sunlight.
E. Conduit bodies:
1. Material consistent with conduit type:
a. Malleable iron bodies and covers when used with Type GRC.
b. PVC-coated malleable iron bodies and covers when used with Type PCS.
2. Conduit bodies to conform to Form 8, Mark 9, or Mogul design:
a. Mogul design conforming to NEC requirements for bending space for large conductors
for conduit trade sizes of 1 inch and larger with conductors #4 AWG and larger, or
where required for wire-bending space.
3. Gasketed covers attached to bodies with stainless steel screws secured to threaded holes
in conduit body.
2.07 ACCESSORIES
A. Connectors and fittings:
1. Manufactured with compatible materials to the corresponding conduit.
B. Insulated throat metallic bushings:
1. Construction:
a. Malleable iron or zinc-plated steel when used with steel conduit.
b. Positive metallic conduit end stop.
c. Integrally molded non-combustible phenolic-insulated surfaces rated at 150 degrees
Celsius.
d. Use fully insulated bushings on nonmetallic conduit system made of high-impact 150
degrees Celsius rated non-combustible thermosetting phenolic.
C. Insulated grounding bushings:
1. Construction:
a. Malleable iron or steel, zinc-plated, with a positive metallic end stop.
b. Integrally molded non-combustible phenolic-insulated surfaces rated at 150 degrees
Celsius.
c. Tin-plated copper grounding saddle for use with copper or aluminum conductors.
D. Electrical unions (Erickson Couplings):
1. Construction:
a. Malleable iron for use with steel conduit.
b. Concrete tight, 3-piece construction.
c. Rated for Class I Division 1 Group D in hazardous areas.
E. SLT fittings:
1. Construction:
a. Malleable iron.
b. Furnished with locknut and sealing ring.
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c. Liquidtight, rain-tight, oil-tight.
d. Insulated throat.
e. Furnish as straight, 45-degree elbows, and 90-degree elbows.
f. Designed to prevent sleeving:
1) Verify complete bonding of the raceway jacket to the plastic gasket seal.
g. Equipped with grounding device to provide ground continuity irrespective of raceway
core construction. Grounding device, if inserted into raceway and directly in contact
with conductors, shall have rolled-over edges for sizes under 5 inches.
h. Where terminated into a threadless opening using a threaded hub fitting, a suitable
moisture-resistant/oil-resistant synthetic rubber gasket shall be provided between the
outside of the box or enclosure and the fitting shoulder. Gasket shall be adequately
protected by and permanently bonded to a metallic retainer.
2. Corrosion-resistant and outdoor SLT fittings:
a. Construction:
1) PVC-coated liquidtight fittings with a bonded 0.040-inch thick PVC coating on the
metal connector to form a seal around the SLT conduit.
2) Insulated throat and an integral sealing ring.
F. Hubs for threaded attachment of steel conduit to sheet metal enclosures:
1. Construction:
a. Insulated throat.
b. PVC-coated when used in corrosive areas.
c. Bonding locknut.
d. Recessed neoprene O-ring to ensure watertight and dust-tight connector.
e. One half (1/2)-inch through 1-1/4-inch steel zinc electroplated.
f. One and one half (1-1/2)-inch through 6-inch malleable iron zinc plated.
2. Usage:
a. All conduits in damp, wet, outdoor, and corrosive areas shall use threaded hubs for
connections to sheet metal enclosures.
G. PVC fittings:
1. Materials:
a. All devices shall be made of PVC, using the same materials as used for Type PVC
conduit.
b. All metal hardware shall be stainless steel.
H. Expansion/deflection couplings:
1. Use to compensate for movement in any directions between 2 conduit ends where they
connect.
2. Shall allow movement of 3/4 inch from the normal in all directions.
3. Shall allow angular movement for a deflection of 30 degrees from normal in any direction.
4. Constructed to maintain electrical continuity of the conduit system.
5. Materials:
6. End couplings: Bronze or galvanized ductile iron.
a. Sleeve: Neoprene.
b. Bands: Stainless steel.
c. Bonding jumper: Tinned copper braid.
I. Expansion couplings:
1. Shall allow for expansion and contraction of conduit:
a. Permitting 8-inch movement, 4 inches in either direction.
2. Constructed to maintain electrical continuity of the conduit system.
3. Materials:
a. Head: Malleable or ductile iron.
b. Sleeve: Steel.
c. Insulating bushing: Phenolic.
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d. Finish: Hot-dip galvanized.
J. Conduit markers:
1. As specified in Section 26 05 53.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. As specified in Section 26 05 00.
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. General:
1. Conduit routing:
a. The electrical drawings are diagrammatic in nature:
1) Install conduit runs as specified with schematic representation indicated on the
Drawings and as specified.
2) Modify conduit runs to suit field conditions, as accepted by the Engineer:
(a) Make changes in conduit locations that are consistent with the design intent
but are dimensionally different, or routing to bypass obstructions.
(b) Make changes in conduit routing due to the relocation of equipment.
3) The electrical drawings do not indicate all required junction boxes and pull boxes:
(a) Provide junction boxes and pull boxes to facilitate wire pulling as required:
(1) To meet cable manufacturer’s pulling tension requirements.
(2) To limit total conduit bends between pull locations.
(b) Install junction boxes and pull boxes at locations acceptable to the Engineer.
b. The Contractor is responsible for any deviations in general location, conduit size,
routing, or changes to the conduit schedule without the express written approval or
direction by the Engineer:
1) The Engineer is the sole source in determining whether the change is constituted
as a deviation:
2) Perform any changes resulting in additional conduits, or extra work from such
deviations.
3) Incorporate any deviations on the Record Documents.
2. Use only tools recommended by the conduit manufacturer for assembling the conduit
system.
3. Provide adequate clearances from high-temperature surfaces for all conduit runs.
4. Do not install 1-inch or larger conduits in or through structural members unless approved by
the Engineer.
5. Run conduits exposed to view parallel with or at right angles to structural members, walls, or
lines of the building:
a. Install straight and true conduit runs with uniform and symmetrical elbows, offsets, and
bends.
b. Make changes in direction with long radius bends or with conduit bodies.
6. Install conduits with total conduit bends between pull locations less than or equal to 270
degrees.
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7. Route all exposed conduits to preserve headroom, access space and work space, and to
prevent tripping hazards and clearance problems:
a. Install conduit runs so that runs do not interfere with proper and safe operation of
equipment and do not block or interfere with ingress or egress, including equipment-
removal hatches.
b. Route conduits to avoid drains or other gravity lines. Where conflicts occur, relocate the
conduit as required.
8. When installing conduits through existing slabs or walls, make provisions for locating any
possible conflicting items where the conduit is to penetrate. Use tone signal or X-ray
methods to make certain that no penetrations will be made into the existing conduits, piping,
cables, post-tensioning cables, etc.
9. Plug conduits brought into pull boxes, manholes, handholes, and other openings until used
to prevent entrance of moisture.
10. For 2-inch and larger conduit runs, snake conduits with a conduit cleaner equipped with a
cylindrical mandrel of a diameter not less than 85 percent of nominal diameter of the
conduit:
a. Remove and replace conduits through which mandrel will not pass.
11. Provide all sleeves and openings required for the passage of electrical raceways or cables
even when these openings or sleeves are not specifically indicated on the Drawings.
12. Install complete conduit systems before conductors are installed.
13. Provide metallic conduits terminating in transformer, switchgear, motor control center, or
other equipment conduit windows with grounding bushings and ground with a minimum No.
6 AWG ground wire.
14. Underground conduits:
a. Install underground conduits, including conduit runs below slabs-on-grade in concrete-
reinforced duct bank construction per plan.
b. Make underground conduit size transitions at handholes and manholes.
c. Install spare conduits in underground duct banks towards top center of runs to allow for
ease of installation of future cables as conduits enter underground manholes and
handholes.
d. Seal around conduit penetrations of below grade walls with a mechanical seal.
C. Lighting and receptacle conduits:
1. Provide conduit runs for lighting and receptacle circuits, whether or not indicated on the
Drawings:
2. Install conduits in accordance with the requirements of this Section unless otherwise
indicated.
3. Minimum conduit size:
a. 3/4-inch for exposed conduits.
b. 1-inch for underground or in-slab conduits.
4. Provide conduit materials for the installed location as specified in Section 26 05 00.
D. Conduit usage:
1. Exposed conduits:
a. Rigid conduit:
1) Install the rigid conduit type for each location as specified in Section 26 05 00.
2) Minimum size: 3/4-inch.
b. Flexible conduit:
1) Use flexible conduit for final connections between rigid conduit and motors,
vibrating equipment, instruments, control equipment, or where required for
equipment servicing:
(a) Use Type SLT with rigid metallic conduit.
2) Minimum size: 3/4-inch:
(a) 1/2 when required for connection to instruments.
3) Maximum length:
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(a) Fixed equipment:
Conduit Trade Size Flexible Conduit Length
(inch)
3/4 18
1 18
1-1/4 18
1-1/2 18
2 36
2-1/2 36
3 36
3-1/2 38
4 40
(b) Removable instruments or hinged equipment:
(1) As required to allow complete removal or full movement without
disconnecting or stressing the conduit.
2. Concrete-encased and embedded conduits:
a. Type PVC Schedule 40 and PVC-coated rigid metallic conduit as specified below:
1) Use Type PCS in underground and embedded installation as follows:
(a) Stub-up and risers to grade floor or equipment from nonmetallic conduits.
(b) Entering and exiting underground or embedded conduit runs a minimum 12
inches above and below grade of finished floor.
(c) For any and all bends where the total deflection is greater than 45 degrees.
b. Minimum size:
1) 2-inch in duct banks unless otherwise indicated on the Drawings.
2) 1-inch for in-slab conduits unless otherwise indicated on the Drawings.
3. Direct-buried and sand-bedded duct bank conduits:
a. Type PVC Schedule 40.
b. Minimum size: 1-inch.
4. PVC-coated rigid metallic conduit:
a. Use specifically manufactured or machined threading dies to manufacturer’s
specifications to accommodate the PVC jacket.
5. GRC:
a. Conduit shall be cut square and reamed before threading.
6. PVC:
a. Conduit terminations shall be via threaded adapters into threaded hubs on the junction
boxes or conduit bodies.
b. Conduit terminations into boxes without threaded hubs shall utilize a threaded adapter
and a flat neoprene washer on the outside of the box.
1) Use a locknut on the inside of the box to tighten the adapter to the box.
c. Route conduit to afford it the maximum physical protection.
1) If necessary, cover conduit to afford additional protection when it cannot be
shielded by the structure or machinery frames.
(a) Use Schedule 80 where exposed runs may be subject to physical damage.
E. Conduit joints and bends:
1. General:
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a. Where conduit is underground, under slabs on grade, exposed to the weather, or in
NEMA Type 4 or NEMA Type 4X locations, make joints liquidtight.
b. Keep bends and offsets in conduit runs to an absolute minimum.
c. All bends shall be symmetrical.
d. The following conduit systems shall use large-radius sweep elbows:
1) Underground conduits.
2) Conduits containing shielded cables.
e. Provide large-radius factory-made bends for 1-1/4-inch trade size or larger.
f. Make field bends with a radius of not less than the requirements found in the NEC:
1) The minimum bending radius of the cable must be less than the radius of the
conduit bend.
2) Make all field bends with power bending equipment or manual benders
specifically intended for the purpose:
(a) Make bends so that the conduit is not damaged and the internal diameter is
not effectively reduced.
(b) For the serving utilities, make bends to meet their requirements.
g. Replace all deformed, flattened, or kinked conduit.
2. Threaded conduit:
a. Cut threads on rigid metallic conduit with a standard conduit-cutting die that provides a
3/4-inch per foot taper and to a length such that all bare metal exposed by the
threading operation is completely covered by the couplings or fittings used. In addition,
cut the lengths of the thread such that all joints become secure and wrench-tight just
preceding the point where the conduit ends would butt together in couplings or where
conduit ends would butt into the ends or shoulders of other fittings.
b. Thoroughly ream conduit after threads have been cut to remove burrs.
c. Use bushings or conduit fittings at conduit terminations.
d. On exposed conduits, repair scratches and other defects with galvanizing repair stick,
Enterprise Galvanizing “Galvabar,” or CRC “Zinc It.”
e. Coat conduit threads with an approved electrically conductive sealant and corrosion
inhibitor that is not harmful to the conductor insulation:
1) Apply to the male threads and tighten joints securely.
2) Clean excess sealant from exposed threads after assembly.
f. Securely tighten all threaded connections.
g. Any exposed threaded surfaces must be cleaned and coated with a galvanizing
solution so that all exposed surfaces have a galvanized protective coating.
3. PVC:
a. Use approved solvent-weld cement specifically manufactured for the purpose. Spray-
type cement is not allowed.
b. Apply heat for bends so that conduit does not distort or discolor. Use a spring mandrel
as required to ensure full inside diameter at all bends:
1) Utilize a heater specifically for PVC conduit as recommended by the conduit
manufacturer.
F. Conduit sealing and drainage:
1. Conduit drainage and sealing:
a. Provide sealing and drainage in vertical drops of long (in excess of 20 feet), exterior,
above-grade conduit runs at the points at which the conduit enters buildings,
switchgear, control panels, lighting panelboards, and other similar enclosures.
b. Provide seal fittings with drains in vertical drops directly above grade for exterior and
above-grade conduit runs that are extended below grade.
c. Provide conduit seals with drains in areas of high humidity and rapidly changing
temperatures:
1) Where portions of an interior raceway pass through walls, ceilings, or floors that
separate adjacent areas having widely different temperatures.
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G. Conduit supports:
1. General:
a. Provide appropriate hangers, supports, fasteners, and seismic restraints to suit
applications:
1) As specified in Section 26 05 29.
2) Provide support materials consistent with the type of conduit being installed as
specified in Section 26 05 00.
b. Support conduit at the intervals required by the NEC.
c. Perforated strap and plumbers tape are not acceptable for conduit supports.
2. Conduit on concrete or masonry:
a. Use 1-hole malleable iron straps with metallic or plastic expansion anchors and screws
or support from preset inserts.
b. Use preset inserts in concrete when possible.
c. Use pipe spacers (clamp backs) in wet locations.
d. On plaster or stucco, use 1-hole malleable iron straps with toggle bolts.
3. Conduit on metal decking:
a. Use 1-hole malleable iron straps with 1-inch long cadmium-plated Type A panhead
sheet-metal screws. Fully or partially hammer-driven screws are not acceptable.
4. Suspended conduit:
a. Use malleable-iron factory-made split-hinged pipe rings with threaded suspension rods
sized for the weight to be carried (minimum 3/8-inch diameter), Kindorf, or equal.
b. For grouped conduits, construct racks with threaded rods and tiered angle iron or
preformed channel cross members. Clamp each conduit individually to a cross
member. Where rods are more than 2-feet long, provide rigid sway bracing.
5. Supports at structural steel members:
a. Use beam clamps.
b. Drilling or welding may be used only as specified or with approval of the Engineer.
6. PVC-coated rigid metal systems:
a. Provide right-angle beam clamps and “U” bolts specially formed and sized to snugly fit
the outside diameter of the coated conduit. Provide "U" bolts with PVC-encapsulated
nuts that cover the exposed portions of the threads.
b. Securely fasten exposed conduits with Type 316 stainless steel clamps or straps.
H. Expansion or expansion/deflection fittings:
1. General:
a. Align expansion coupling with the conduit run to prevent binding.
b. Follow manufacturer’s instructions to set the piston opening.
c. Install expansion fittings across concrete expansion joints and at other locations where
necessary to compensate for thermal or mechanical expansion and contraction.
d. Furnish fittings of the same material as the conduit system.
I. Empty conduits:
1. Provide a polyethylene rope rated at 250 pounds tensile strength in each empty conduit
more than 10 feet in length.
2. Seal ends of all conduits with approved, manufactured conduit seals, caps, or plugs
immediately after installation:
a. Keep ends sealed until immediately before pulling conductors.
J. Miscellaneous:
1. Provide electrical unions at all points of union between ends of rigid conduit systems that
cannot otherwise be coupled:
a. Running threads and threadless couplings are not allowed.
2. Replace any conduits installed that the Engineer determines do not meet the requirements
of this Specification.
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3.04 ERECTION, INSTALLATION, APPLICATIONS, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.08 ADJUSTING (NOT USED)
3.09 CLEANING (NOT USED)
3.10 PROTECTION
A. As specified in Section 26 05 00.
3.11 SCHEDULES (NOT USED)
END OF SECTION 26 05 33
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SECTION 26 05 34
BOXES
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Device boxes.
2. Raceway system boxes.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. ASTM International (ASTM):
1. A47 - Standard Specification for Ferritic Malleable Iron Castings.
2. D149 - Standard Test Method for Dielectric Breakdown Voltage and Dielectric Strength of
Solid Electrical Insulating Materials at Commercial Power Frequencies.
3. D495 - Standard Test Method for High-Voltage, Low-Current, Dry Arc Resistance of Solid
Electrical Insulation.
4. D570 - Standard Test Method for Water Absorption of Plastics.
5. D648 - Standard Test Method for Deflection Temperature of Plastics Under Flexural Load
in the Edgewise Position.
6. D790 - Standard Test Methods for Flexural Properties of Unreinforced and Reinforced
Plastics and Electrical Insulating Materials.
7. D792 - Standard Test Methods for Density and Specific Gravity (Relative Density) of
Plastics by Displacement.
C. Joint Industry Conference (JIC).
D. Underwriters Laboratories, Inc. (UL):
1. 94 - Standard for Tests for Flammability of Plastic Materials for Parts in Devices and
Appliances.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Specific definitions:
1. Raceway system boxes: Boxes that are used for wire and cable pullboxes, conduit
junction boxes, or terminal boxes.
1.04 SYSTEM DESCRIPTION
A. Provide outlet boxes for devices such as switches, receptacles, telephone and computer jacks,
security systems, junction, and pullboxes for use in the raceway systems, etc.
B. Provide boxes as indicated on the Drawings or as needed to complete the raceway installation.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Manufacturer.
2. Materials.
3. Dimensions:
a. Height.
b. Width.
c. Depth.
d. Weight.
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e. NEMA rating.
4. Conduit entry locations.
5. Catalog cut sheets.
6. Installation instructions.
C. Shop drawings:
1. Include identification and sizes of pull boxes.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. Regulatory requirements:
1. Outlet boxes shall comply with all applicable standards of:
a. JIC.
b. NEC.
c. NEMA.
d. UL.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING
A. As specified in Section 26 05 00.
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. One of the following or equal:
1. Plastic coated boxes:
a. Rob Roy.
b. OCAL.
2. Cast device boxes:
a. Appleton.
b. Crouse - Hinds.
c. OZ/Gedney.
3. Formed steel enclosures:
a. Hoffman.
b. Thomas and Betts.
c. Stahlin.
d. Rittal.
4. Stainless steel enclosures:
a. Hoffman.
b. Stahlin.
c. Rittal.
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2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS
A. Cast device boxes:
1. Construction:
a. With internal green ground screw.
b. Furnished with a suitable gasketed cover.
c. With integral cast mounting lugs when surface mounted.
d. Conduit sizes range from 3/4 inch to 1 inch.
e. Tapered threaded hubs with integral bushing.
2. Malleable iron boxes:
a. Conforming to ASTM A47 Grade 32510.
B. Plastic coated cast device boxes:
1. Construction:
a. With internal green ground screw.
b. Furnished with a suitable gasketed cover.
c. With integral cast mounting lugs when surface mounted.
d. Conduit sizes range from 3/4 inch to 1 inch.
e. Double coated with a nominal 0.002-inch (2 mil) urethane on both the interior and
exterior before application of PVC coating.
f. With a minimum 0.040-inch (40 mil) PVC coating bonded to exterior.
g. With pressure sealing sleeve to protect the connection with conduit.
C. Formed steel enclosures:
1. Steel:
a. NEMA Type 12.
b. Fabricated from 14-gauge steel, minimum.
c. All seams continuously welded ground smooth.
d. Door:
1) Rolled lip around 3 sides.
2) Attached to enclosure by means of a continuous stainless steel hinge and pin.
e. Neoprene door gasket to provide a watertight, dusttight, oiltight seal:
1) Attached with an adhesive.
2) Retained by a retaining strip.
f. Fabricate all external removable hardware for clamping the door to the enclosure
body from zinc-plated heavy gauge steel:
1) With a hasp and staple for padlocking.
g. Provide large enclosures with door and body stiffeners for extra rigidity.
h. No holes or knockouts.
i. Finish:
1) ANSI-61 gray electrostatically applied polyester powder inside and out over
cleaned and primed surfaces.
2) White electrostatically applied polyester powder mounting plate.
j. Heavy gauge steel external mounting brackets when surface mounted.
2. Stainless steel:
a. NEMA Type 4X:
1) Boxes in locations subject to flooding or temporary submersion:
(a) NEMA Type 6.
b. Fabricated from 14-gauge Type 316 stainless steel.
c. All seams continuously welded.
d. Door:
1) Rolled lip around 3 sides.
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2) Attached to enclosure by means of a continuous stainless steel hinge and pin.
e. Neoprene door gasket to provide a watertight seal:
1) Attached with an adhesive.
2) Retained by a retaining strip.
f. Fabricate all external removable hardware for clamping the door to the enclosure
body from heavy gauge stainless steel:
1) With a hasp and staple for padlocking.
g. Provide large enclosures with door and body stiffeners for extra rigidity.
h. No holes or knockouts.
i. Finish:
1) Brushed.
j. Stainless steel external mounting brackets when surface mounted.
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES
A. Fasteners:
1. Electroplated or stainless steel in boxes with wiring devices.
2. Screws, nuts, bolts, and other threaded fasteners:
a. Stainless steel.
B. Provide breather and drain fittings where appropriate.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. General:
1. Provide materials and construction suitable for environmental conditions at the location of
the box as specified in Section 26 05 00.
2. Provide outlet box materials to match the conduit system:
a. GRC - Cast ferrous boxes.
b. PCS - PVC coated cast ferrous boxes.
3. Solid type gang boxes:
a. For more than 2 devices.
b. For barriered outlets.
4. Support all wall mounted NEMA Type 4 or NEMA Type 4X boxes to maintain a minimum
of 7/8-inch free air space between the back of the enclosure and the wall:
a. Use machined spacers to maintain air space; built-up washers are not acceptable.
b. Use stainless steel or nylon materials for spacers.
5. Use cast malleable iron boxes when box must support other devices.
6. Boxes serving luminaires or devices:
a. Use as pull boxes wherever possible.
7. Size boxes in accordance with NEC requirements and to provide sufficient room for the
future components and cables indicated on the Drawings.
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26 05 34 - 5 BOXES
8. For fire-rated construction, provide materials and installation for use in accordance with
the listing requirements of the classified construction.
C. Outlet boxes:
1. Locate outlet boxes as indicated on the Drawings:
a. Adjust locations so as not to conflict with structural requirements or other trades.
2. Use deep threaded-hub malleable iron boxes:
a. To act as a pull box for conductors in a conduit system.
b. Accommodate wiring devices.
3. Use deep threaded-hub plastic coated malleable iron boxes in corrosive and NEMA Type
4X area and when the conduit system is PVC coated steel.
4. Outlet boxes may be used as junction boxes wherever possible.
D. Pull boxes and junction boxes:
1. Size pull boxes in accordance with NEC requirements and to provide sufficient room for
any future conduits and cables as indicated on the Drawings.
2. Install pull boxes such that access to them is not restricted.
E. For boxes not indicated:
1. Provide types and mountings as required to suit the equipment and that will be consistent
with the conduit system and environmental conditions as indicated in Section 26 05 00.
2. Outlet, switch, and junction boxes where surface mounted in exposed locations:
a. Cast ferrous boxes with mounting lugs, zinc, or cadmium plating finish.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 REINSTALLATION (NOT USED)
3.07 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.08 ADJUSTING (NOT USED)
3.09 CLEANING
A. As specified in Section 26 05 00.
3.10 PROTECTION
A. As specified in Section 26 05 00.
3.11 SCHEDULES (NOT USED)
END OF SECTION 26 05 34
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26 05 53 - 1 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
SECTION 26 05 53
IDENTIFICATION FOR ELECTRICAL SYSTEMS
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Identification of electrical equipment, devices, and components.
2. Material, manufacturing, and installation requirements for identification devices.
B. Related sections:
1. Section 01 75 17 - Commissioning.
2. Section 26 05 00 - Common Work Results for Electrical.
3. Section 26 05 33 - Conduits.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. Occupational Safety and Health Administration (OSHA).
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
1.04 SYSTEM DESCRIPTION
A. Nameplates:
1. Provide a nameplate for each piece of electrical equipment and devices, control panel and
control panel components.
2. Provide all nameplates of identical style, color, and material throughout the facility.
3. Device nameplates information:
a. Designations as indicated on the Drawings and identified on the Process and
Instrumentation Drawings.
B. Wire numbers:
1. Coordinate the wire numbering system with all vendors of equipment so that every field
wire has a unique number associated with it for the entire system:
a. Wire numbers shall correspond to the wire numbers on the control drawings or the
panel and circuit numbers for receptacles and lighting.
b. Wire numbers shall correspond to the terminal block number to which they are
attached in the control panel.
c. Internal panel wires on a common terminal shall have the same wire number.
d. Multi-conductor cables shall be assigned a cable number that shall be attached to the
cable at intermediate pull boxes and stub-up locations beneath freestanding
equipment. All multi-conductor and instrumentation cables shall be identified at pull
points as described above:
1) Label armored multi-conductor cable using the conduit number as indicated on
the Drawings, following the requirements for conduit markers in Section 26 05
33.
2. Provide the following wiring numbering schemes throughout the project for field wires
between process control module, (PCM), vendor control panels, (VCP), motor control
centers, (MCC), field starters, field instruments, etc.
Where:
ORIGIN LOC.= Designation for originating panel or device
ORIGIN TERM. = Terminal designation at originating panel or
device DEST. LOC. = Designation for destination panel or device
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26 05 53 - 2 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
DEST. TERM. = Terminal designation at destination panel or device or PLC
I/O address at destination panel:
3. Identify equipment and field instruments as the origin.
4. PCMs are always identified as the destination.
5. Location is the panel designation for VCP, LCP, or PCM. For connections to MCCs,
location is the specific starter tag and loop number. Location is the tag and loop number
for motor starters, field instruments and equipment. Any hyphen in the panel designation
or tag and loop number shall be omitted.
6. Terminal designation is the actual number on the terminal block where the conductor
terminates at field devices and vendor control panels. For multi- conductor cables, all
terminal numbers shall be shown, separated by commas.
7. Terminal designations at motor leads shall be the motor manufacturer’s standard terminal
designation (e.g. T1, T2, T3, etc.).
8. Terminal designations at PCMs where the field conductor connects to field terminal blocks
for a PLC input or output shall be the PLC address (Note: the following PLC I/O
numbering scheme is typical for Allen-Bradley, the numbering scheme should be modified
to match that of the actual PLC manufacturer used for the project):
a. Discrete
Point: W:X:Y/Z
Analog Point:
W:X:Y.Z Wher
e:
W = I for input, O for output, X = PLC number (1, 2, 3…)
Y = Slot number (01, 02, 03…)
Z = Terminal number (00, 01, 02…) for a discrete point or a word number for an
analog point (1, 2, 3…)
9. Terminal designations at PCMs where the conductor does not connect to a PLC I/O point
shall be the terminal number with a “C” prefix (e.g. C0010). For common power after a
fuse or neutrals after a switch, the subsequent points shall have and capital letter suffix
starting with “A” (e.g. C0010A).
C.Case 1: Vendor control panel (VCP) to process control
module (PCM): Field wire number/label: A-B/C-D
A = Vendor control panel number without hyphen (VCP#)
B = Terminal number within VCP (manufacturer’s or vendor’s standard terminal number)
C = Process control module number without hyphen (PCM#)
D = Either the PLC address if the field terminal is connected directly to a PLC input or
output point or the terminal number with a “C” prefix if not connected directly to a PLC I/O
point (C0010)
Examples: VCP#-10/PCM#-I:1:01/01
VCP#-10/PCM#-
O:1:10/07
VCP#-
10/PCM#-
C0100
D.Case 2: Field instrument to process control
module (PCM): Field wire number/label: E-
F/C-D
C = Process control module number without hyphen (PCM#)
D = Either the PLC address if the field terminal is connected directly to a PLC input or
output point or the terminal number with a “C” prefix if not connected directly to a PLC I/O
point (C0010)
E = Field mounted instrument tag and loop numbers without hyphen (EDV#)
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26 05 53 - 3 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
F = Manufacturer’s standard terminal number within instrument. Use both terminal
numbers for analog points separated by a comma
Examples: TIT#-2,3/PCM#-I:1:01.1
TSH#-1/PCM#-I:2:01/00
E.Case 3: Motor control center (MCC) to process control
module (PCM): Field wire number/label: G-B/C-D
B = Terminal number within Motor Control Center (manufacturer’s or vendor’s standard
terminal number)
C = Process control module without hyphen (PCM#)
D = Either the PLC address if the field terminal is connected directly to a PLC input or
output point or the terminal number with a “C” prefix if not connected directly to a PLC I/O
point (C0010)
G = Actual starter designation in the motor control center without hyphen (MMS#)
Examples: MMS#-10/PCM#-I:1:01/01
MMS#-10/PCM#-
O:1:10/07
MMS#-
10/PCM#-C0100
F.Case 4: Motor control center (MCC) to vendor control
panel (VCP): Field wire number/label: G-B/A-B
A = Vendor control panel number without hyphen (VCP#)
B = Terminal number within motor control center or vendor control panel (manufacturer’s
or vendors standard terminal number)
G = Actual starter designation in the motor control center without hyphen (MMS#)
Example: MMS#-X2/VCP#-10
G.Case 5: Motor leads to a motor control
center (MCC): Field wire number/label:
H-I/G-B
B = Terminal number within motor control center (manufacturer’s standard terminal
number)
G = Actual starter designation in the motor control center without hyphen (MMS#)
H = Equipment tag and loop number without hyphen (PMP#)
I = Motor manufacturer’s standard motor lead identification (e.g. T1, T2, T3, etc.)
Example: PMP-#-T3/MMS#-T3
H.Case 6: Remote or separately mounted starter or variable frequency drive (VFD) to process
control module (PCM):
Field wire number/label: J-B/C-D
B = Terminal number within starter or variable frequency drive (manufacturer’s standard
terminal number)
C = Process control module number without hyphen (VCP#)
D = Either the PLC address if the field terminal is connected directly to a PLC input or
output point or the terminal number with a “C” prefix if not connected directly to a PLC I/O
point (C0010)
J = Starter or variable frequency drive tag and loop number without hyphen (MMS#)
Examples: MMS#-10/PCM#-I:1:01/01
MMS#-10/PCM#-
O:2:10/07
MMS#-
10/PCM#-C0010
I. Identify all spare conductors as required for other field wires with an
“S” prefix: Example: S MMS#-10/PCM#-C011
1.05 SUBMITTALS
City of San Luis Obispo Transit
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Infrastructure
26 05 53 - 4 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Nameplates:
a. Color.
b. Size:
1) Outside dimensions.
2) Lettering.
c. Material.
d. Mounting means.
2. Nameplate schedule:
a. Show exact wording for each nameplate.
b. Include nameplate and letter sizes.
3. Wire numbers:
a. Manufacturer’s catalog data for wire labels and label printer.
C. Record documents:
1. Update the conduit schedule to reflect the exact quantity of wire numbers including spares
and destination points for all wires.
1.06 QUALITY ASSURANCE (NOT USED)
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT SITE CONDITIONS (NOT USED)
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. Nameplates and signs:
1. One of the following or equal:
a. Brady.
b. Seton.
B. Conductor and cable markers:
1. Heat-shrinkable tubing:
a. One of the following or equal:
1) Raychem.
2) Brady.
3) Thomas & Betts.
4) Kroy.
C. Conduit and raceway markers:
1. One of the following or equal:
a. Almetek: Mini Tags.
b. Lapp Group: Maxi System.
2.02 EXISTING PRODUCTS (NOT USED)
City of San Luis Obispo Transit
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26 05 53 - 5 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
2.03 MATERIALS
A. Nameplates:
1. Fabricated from white-center and red face or black-center, white face laminated plastic
engraving stock:
a. 3/32-inch thick material.
b. Two-ply.
c. With chamfered edges.
d. Block style engraved characters of adequate size to be read easily from a distance of
6 feet:
1) No characters smaller than 1/8-inch in height.
B. Signs:
1. Automatic equipment and high voltage signs:
a. Suitable for exterior use.
b. In accordance with OSHA regulations.
C. Conductor and cable markers:
1. Machine printed black characters on white tubing.
2. Ten point type or larger.
D. Conduit and raceway markers:
1. Non-metallic:
a. UV resistant holder and letters
b. Black letters on yellow background.
c. Minimum letter height: 1/2-inch.
d. Adhesive labels are not acceptable.
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS (NOT USED)
2.07 ACCESSORIES (NOT USED)
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. Nameplates:
1. Provide all nameplates for control panel operator devices (e.g. pushbuttons, selector
switches, pilot lights, etc.):
a. Same material and same color and appearance as the device nameplates, in order to
achieve an aesthetically consistent and coordinated system.
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Nameplates:
1. Attach nameplates to equipment with rivets, bolts or sheet metal screws, approved
waterproof epoxy-based cement or install in metal holders welded to the equipment.
2. On NEMA Type 4, NEMA Type 4X, enclosures, use epoxy-based cement to attach
nameplates.
3. Nameplates shall be aligned and level or plumb to within 1/64 inch over the entire length:
City of San Luis Obispo Transit
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26 05 53 - 6 IDENTIFICATION FOR
ELECTRICAL SYSTEMS
a. Misaligned or crooked nameplates shall be remounted, or provide new enclosures at
the discretion of the Engineer.
C. Conductor and cable markers:
1. Apply all conductor and cable markers before termination.
2. Heat-shrinkable tubing:
a. Tubing shall be shrunk using a heat gun that produces low temperature heated air.
b. Tubing shall be tight on the wire after it has been heated.
c. Characters shall face the open panel and shall read from left to right or top to bottom.
d. Marker shall start within 1/32 inch of the end of the stripped insulation point.
D. Conduit markers:
1. Furnish and install conduit markers for every conduit in the electrical system that is
identified in the conduit schedule or part of the process system.
2. Mark conduits at the following locations:
a. Each end of conduits that are greater than 10 feet in length.
b. Where the conduit penetrates a wall or structure.
c. Where the conduit emerges from the ground, slab, etc.
d. The middle of conduits that are 10 feet or less in length.
3. Mark conduits after the conduits have been fully painted.
4. Position conduit markers so that they are easily read from the floor.
5. Attach non-metallic conduit markers with nylon cable ties:
a. Provide ultraviolet resistant cable ties for conduit markers exposed to direct sunlight.
6. Mark conduits before construction review by Engineer for punch list purposes.
7. Label intrinsically safe conduits in accordance with the requirements of the NEC.
E. Signs and labeling:
1. Furnish and install warning signs on equipment that has more than one source of power.
a. Warning signs to identify every panel and circuit number of the disconnecting means
of all external power sources.
2. Place warning signs on equipment that has 120 VAC control voltage source used for
interlocking.
a. Identify panel and circuit number or conductor tag for control voltage source
disconnecting means.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. As specified in Section 01 75 17.
3.08 FIELD QUALITY CONTROL
A. Replace any nameplates, signs, conductor markers, cable markers or raceway labels that in the
sole opinion of the Engineer do not meet the Engineer’s aesthetic requirements.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING (NOT USED)
3.11 PROTECTION (NOT USED)
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 05 53
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 1 FIELD ELECTRICAL
ACCEPTANCE TESTS
SECTION 26 08 50
FIELD ELECTRICAL ACCEPTANCE TESTS
PART 1 GENERAL
1.01 SUMMARY
A. Section includes:
1. Responsibilities for testing the electrical installation.
2. Adjusting and calibration.
3. Acceptance tests.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 26 - Grounding and Bonding.
C. Copyright information:
1. Some portions of this Section are copyrighted by the InterNational Electrical Testing
Association, Inc (NETA). See NETA publication ATS for details.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. American National Standards Institute (ANSI).
C. Institute of Electrical and Electronics Engineers (IEEE):
1. 43 - IEEE Recommended Practice for Testing Insulation Resistance of Rotating Machinery.
2. 81 - IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface
Potentials of a Grounding System.
3. 95 - IEEE Recommended Practice for Insulation Testing of AC Electric Machinery (2300 V and
Above) With High Direct Voltage.
4. 421.3 - IEEE Standard for High-Potential Test Requirement for Excitation Systems for
Synchronous Machines.
5. 450 - IEEE Recommended Practice for Maintenance, Testing, and Replacement of Vented
Lead-Acid Batteries for Stationary Applications.
6. 1106 - IEEE Recommended Practice for Installation, Maintenance, Testing, and Replacement
of Vented Nickel-Cadmium Batteries for Stationary Applications.
7. 1188 - IEEE Recommended Practice for Maintenance, Testing, and Replacement of Valve-
Regulated Lead-Acid (VRLA) Batteries for Stationary Applications.
8. C57.13 - IEEE Standard Requirements for Instrument Transformers.
9. C57.13.1 – IEEE Guide for Field Testing of Relaying Current Transformers.
10. C57.13.3 - IEEE Guide for Grounding of Instrument Transformer Secondary Circuits and
Cases.
11. C57.104 - IEEE Guide for the Interpretation of Gases Generated in Oil- Immersed
Transformers.
D. Insulated Cable Engineer’s Association (ICEA).
E. InterNational Electrical Testing Association (NETA).
1. ATS-2009 Standard for Standard for Acceptance Testing Specifications for Electrical Power
Equipment and Systems.
F. International Electrotechnical Commission (IEC).
G. Manufacturer’s testing recommendations and instruction manuals.
H. National Fire Protection Association (NFPA):
1. 70 – National Electrical Code (NEC).
2. 110 - Standard for Emergency and Standby Power Systems.
I. National Institute of Standards and Technology (NIST).
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 2 FIELD ELECTRICAL
ACCEPTANCE TESTS
J. Specification sections for the electrical equipment being tested.
K. Shop drawings.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Specific definitions:
1. Testing laboratory: The organization performing acceptance tests.
1.04 SYSTEM DESCRIPTION
A. Testing of all electrical equipment installed under this Contract in accordance with the
manufacturer’s requirements and as specified in this Section. All the NETA standard electrical
acceptance testing shall be performed by third party testing agency. Contractor shall be responsible
for hiring the third party testing agency.
B. Conduct all tests in the presence of the Engineer or the Engineer’s representative:
1. Engineer will witness all visual, mechanical and electrical tests, and inspections.
C. The testing and inspections shall verify that the equipment is operational within the tolerances
required and expected by the manufacturer, and these Specifications.
D. Responsibilities:
1. Contractor responsibilities:
a. Ensure that all resources are made available for testing, and that all testing requirements
are met.
2. Electrical subcontractor responsibilities:
a. Perform routine tests during installation.
b. Demonstrate operation of electrical equipment.
c. Commission the electrical installation.
d. Provide the necessary services during testing, and provide these services to the testing
laboratory, Contractor, and other subcontractors, including but not limited to:
1) Providing electrical power as required.
2) Operating of electrical equipment in conjunction with testing of other equipment.
3) Activating and shutting down electrical circuits.
4) Making and recording electrical measurements.
5) Replacing blown fuses.
6) Installing temporary jumpers.
3. Testing laboratory responsibilities:
a. Perform all acceptance tests specified in this Section.
b. Provide all required equipment, materials, labor, and technical support during acceptance
tests.
E. Upon completion of testing or calibration, attach a label to all serviced devices:
1. The label shall indicate the date serviced and the company that performed the service.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Manufacturers’ testing procedures:
1. Submit manufacturers’ recommended testing procedures and acceptable test results for review
by the Engineer.
C. Test report:
1. Test reports shall be based on NETA’s latest Acceptance Testing Specifications having a sign-
off, pass/fail data filed for each line item covered by NETA’s Acceptance Testing Specifications
latest edition.
2. Include the following:
a. Summary of Project.
b. Description of equipment tested.
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 3 FIELD ELECTRICAL
ACCEPTANCE TESTS
c. Description of tests performed.
d. Test results.
e. Conclusions and recommendations.
f. Completed test forms.
g. List of test equipment used and calibration dates.
D. Testing laboratory qualifications:
1. Submit a complete resume and statement of qualifications from the proposed testing laboratory
detailing their experiences in performing the tests specified:
2. Testing organization shall be corporately and financially independent of the supplier, producer
and installer of the equipment, who has been regularly engaged in the testing of equipment for
a period of at least 10 years. All testing shall be conducted under the direct supervision of an
electrical engineer, registered in the State of California. This registered electrical engineer will
prepare and sign test reports with values, recommendations, and comments.
3. Testing equipment required to conduct the specified tests shall be furnished by the testing
organization. Testing equipment shall be in good working condition and comply with the
requirements of this Specification and applicable industry standards.
4. Testing shall be done in accordance with the manufacturer's instructions, these Specifications,
and applicable NETA Acceptance Testing Specifications, NEMA, ANSI, NFPA, and ASTM
Standards. Forms shall include space for ENGINEER sign off at time of test. Testing
organization shall meet Federal OSHA criteria for accreditation of testing laboratories, Title 29,
Part 1907, 1910 and 1936. Membership in the InterNational Electrical Testing Association
constitutes proof of meeting such criteria.
5. The testing organization shall cooperate with any manufacturer's representative that may be
retained by the CONTRACTOR. Testing organization shall be Cutler Hammer; Electro test;
Power Systems; General Electric; or equal NETA approved testing company.
E. Division of responsibilities:
1. Submit a list identifying who is responsible for performing each portion of the testing.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. Testing laboratory qualifications:
1. The testing laboratory shall be an independent testing company.
2. Selection of the testing laboratory and testing personnel is subject to approval by the Engineer
based on testing experience and certifications of the individuals and testing capabilities of the
organization.
1.07 DELIVERY, STORAGE, AND PROTECTION (NOT USED)
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING
A. At least 30 days before commencement of the acceptance tests, submit the manufacturer’s
complete field testing procedures to the Engineer and to the testing laboratory, complete with
expected test results and tolerances for all equipment to be tested.
B. Perform testing in the following sequence:
1. Perform routine tests as the equipment is installed including:
a. Insulation-resistance tests.
b. Continuity tests.
c. Rotational tests.
2. Adjusting and preliminary calibration.
3. Acceptance tests.
4. Demonstration.
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 4 FIELD ELECTRICAL
ACCEPTANCE TESTS
5. Commissioning and plant start-up.
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00 and 01 78 36.
1.12 SYSTEM START-UP (NOT USED)
1.13 OWNER'S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED) PART 2
1.15 PRODUCTS (NOT USED)
PART 2 EXECUTION
2.01 EXAMINATION (NOT USED)
2.02 PREPARATION
A. Test instrument calibration:
1. Utilize a testing laboratory with a calibration program which maintains all applicable test
instrumentation within rated accuracy.
2. The accuracy shall be traceable to the NIST in an unbroken chain.
3. Calibrate instruments in accordance with the following frequency schedule:
a. Field instruments: 6 months maximum.
b. Laboratory instruments: 12 months maximum.
c. Leased specialty equipment where the accuracy is guaranteed by the lessor (such as
Doble): 12 months maximum.
4. Dated calibration labels shall be visible on all test equipment.
5. Maintain an up-to-date instrument calibration record for each test instrument:
a. The records shall show the date and results of each calibration or test.
6. Maintain an up-to-date instrument calibration instruction and procedure for each test
instrument.
B. Do not begin testing until the following conditions have been met:
1. All instruments required are available and in proper operating condition.
2. All required dispensable materials such as solvents, rags, and brushes are available.
3. All equipment handling devices such as cranes, vehicles, chain falls and other lifting equipment
are available or scheduled.
4. All instruction books, calibration curves, or other printed material to cover the electrical devices
are available.
5. Data sheets to record all test results are available.
C. Engine generator tests:
1. The following individuals must be present and remain at the site during the entire field testing
of the engine generator:
a. Manufacturer’s field engineer for the voltage regulator.
b. Manufacturer’s field engineer for the governor and governor controller.
c. Manufacturer’s field engineer for the switchgear.
d. Load bank operator.
e. Electrical contractor.
f. Electric utility’s field engineer.
2.03 INSTALLATION (NOT USED)
2.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
2.05 REPAIR/RESTORATION (NOT USED)
2.06 RE-INSTALLATION (NOT USED)
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 5 FIELD ELECTRICAL
ACCEPTANCE TESTS
2.07 FIELD QUALITY CONTROL
A. Dry type transformers:
1. Visual and mechanical inspection:
a. Compare equipment nameplate data with the Contract Documents.
b. Inspect physical and mechanical condition.
c. Inspect anchorage, alignment, and grounding.
d. Verify that resilient mounts are free and that any shipping brackets have been removed.
e. Inspect equipment for cleanliness.
f. Inspect bolted electrical connections for high resistance using one of the following
methods:
1)Use of low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by the calibrated torque
wrench method:
(a) Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS
tables.
g. Verify that as-left tap connections are as specified.
2. Electrical tests:
a. Perform resistance measurements through bolted connections with a low- resistance
ohmmeter.
b. Perform insulation-resistance tests winding-to-winding and each winding- to-ground:
1) Apply voltage in accordance with manufacturer’s published data.
(a) Refer to NETA ATS tables in the absence of manufacturer’s published data.
c. Calculate dielectric absorption ration or polarization index.
d. Perform turns ratio tests at all tap positions.
e. Verify correct secondary voltage, phase-to-phase and phase-to-neutral after energization
and before loading.
3. Test values:
a. Compare bolted connection resistance values to values of similar connections:
1) Investigate values which deviate from those of similar bolted connections by more
than 50 percent of the lowest value.
b. Bolt-torque levels shall be in accordance with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
c. Tap connections are left as found unless otherwise specified.
d. Minimum insulation-resistance values of transformer insulation shall be in accordance
with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
2) Investigate insulation values less than the allowable minimum.
e. The dielectric absorption ratio or polarization index shall not be less than 1.0.
f. Turns-ratio results should not deviate more than 1/2 percent from either the adjacent coils
or calculated ratio.
g. Phase-to-phase and phase-to-neutral secondary voltages shall be in agreement with
nameplate data.
B. Low voltage cables, 600 volt maximum:
1. Visual and mechanical inspection:
a. Compare cable data with the Drawings and Specifications.
b. Inspect exposed sections of cable for physical damage and correct connection as
indicated on the Drawings.
c. Inspect bolted electrical connections for high resistance by 1 of the following methods:
1) Use of low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by the calibrated torque
wrench method:
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 6 FIELD ELECTRICAL
ACCEPTANCE TESTS
(a) Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS
tables.
d. Inspect compression applied connectors for correct cable match and indentation.
e. Inspect for correct identification and arrangement.
f. Inspect cable jacket insulation and condition.
2. Electrical tests:
a. Perform resistance measurements through bolted connections with a low- resistance
ohmmeter.
b. Perform insulation resistance test on each conductor with respect to ground and adjacent
conductors:
1) Applied potential shall be 500 volts dc for 300 volt rated cable and 1,000 volts dc for
600 volt rated cable.
2) Test duration shall be 1 minute.
c. Perform continuity tests to insure correct cable connection.
d. Verify uniform resistance of parallel conductors.
3. Test values:
a. Compare bolted connection resistance values to values of similar connections:
1) Investigate values which deviate from those of similar bolted connections by more
than 50 percent of the lowest value.
b. Insulation-resistance values shall be in accordance with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
2) Investigate values of insulation-resistance less than the allowable minimum.
3) Investigate values of insulation-resistance where there is a great deviation between
of values between conductors.
c. Cable shall exhibit continuity.
d. Investigate deviations in resistance between parallel conductors.
C. Low voltage molded case and insulated case circuit breakers:
1. Visual and mechanical inspection:
a. Compare equipment nameplate data with the Contract Documents.
b. Inspect physical and mechanical condition.
c. Inspect anchorage and alignment.
d. Verify that all maintenance devices are available for servicing and operating the breaker.
e. Verify the unit is clean.
f. Verify the arc chutes are intact.
g. Inspect moving and stationary contacts for condition and alignment.
h. Verify that primary and secondary contact wipe and other dimensions vital to satisfactory
operation of the breaker are correct.
i. Perform all mechanical operator and contact alignment tests on both the breaker and its
operating mechanism in accordance with manufacturers published data.
j. Operate circuit breaker to ensure smooth operation.
k. Inspect bolted electrical connections for high resistance by one of the following methods:
1) Use of low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by the calibrated torque
wrench method:
(a) Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS
tables.
l. Inspect operating mechanism, contacts, and arc chutes in unsealed units.
m. Verify cell fit and element alignment.
n. Verify racking mechanism operation.
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 7 FIELD ELECTRICAL
ACCEPTANCE TESTS
o. Verify appropriate lubrication on moving current-carrying parts and on moving and sliding
surfaces.
p.Perform adjustments for final protective device settings in accordance with the
coordination study.
q. Record as-found and as-left operation counter readings.
2. Electrical tests:
a. Perform resistance measurements through bolted connections with a low- resistance
ohmmeter.
b. Perform insulation-resistance tests for 1 minute on each pole, phase-to- phase and
phase-to-ground with the circuit breaker closed and across each open pole:
1) Apply voltage in accordance with manufacturer’s published data.
2) Refer to NETA ATS tables in the absence of manufacturer’s published data.
c. Perform a contact/pole-resistance test.
d. Determine long-time pickup and delay by primary current injection.
e. Determine short-time pickup and delay by primary current injection.
f. Determine ground-fault pickup and delay by primary current injection.
g. Determine instantaneous pickup value by primary current injection.
h. Perform minimum pickup voltage tests on shunt trip and close coils in accordance with
manufacturer’s published data.
i. Verify correct operation of any auxiliary features such as trip and pickup indicators, zone
interlocking, electrical close and trip operation, trip-free, anti-pump function and trip unit
battery condition:
1) Reset all trip logs and indicators.
j. Verify operation of charging mechanism.
3. Test values:
a. Compare bolted connection resistance values to values of similar connections:
1) Investigate values which deviate from those of similar bolted connections by more
than 50 percent of the lowest value.
b. Bolt-torque levels shall be in accordance with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
c. Insulation-resistance values shall be in accordance with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
2) Investigate values of insulation-resistance less than the allowable minimum.
d. Microhm or dc millivolt drop values shall not exceed the high levels of the normal range as
indicated in the manufacturer’s published data:
1) If manufacturer’s data is not available, investigate any values which deviate from
adjacent poles or similar breakers by more than 50 percent of the lowest value.
e. Insulation-resistance values of control wiring shall not be less than 2 megohms.
1) Long-time pickup values shall be as specified, and the trip characteristic shall not
exceed manufacturer’s published time-current characteristic tolerance band
including adjustment factors:If manufacturer’s curves are not available, trip times
shall not exceed the value shown in NETA ATS tables.
f. Short-time pickup values shall be as specified, and the trip characteristic shall not exceed
manufacturer’s published time-current tolerance band.
g. Ground fault pickup values shall be as specified, and the trip characteristic shall not
exceed manufacturer’s published time-current tolerance band.
h. Instantaneous pickup values shall be as specified and within manufacturer’s published
tolerances:
i. Refer to NETA ATS tables in the absence of manufacturer’s published data.
j. Pickup values and trip characteristics shall be within manufacturer’s published tolerances.
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 08 50 - 8 FIELD ELECTRICAL
ACCEPTANCE TESTS
k. Minimum pickup voltage of the shunt trip and close coils shall conform to the
manufacturer’s published data:
l. Refer to NETA ATS tables in the absence of manufacturer’s published data.
m. Breaker open, close, trip, trip-free, anti-pump, and auxiliary features shall function as
designed.
n. The charging mechanism shall operate in accordance with manufacturer’s published data.
D. Grounding systems:
1. Visual and mechanical inspection:
a. Inspect ground system for compliance with that indicated on the Drawings, specified in
Specifications, and in the NEC.
b. Inspect physical and mechanical condition.
c. Inspect bolted electrical connections for high resistance using one of the following
methods:
1)Use of low-resistance ohmmeter.
2) Verify tightness of accessible bolted electrical connections by calibrated torque
wrench method:
(a) Refer to manufacturer’s instructions for proper foot-pound levels or NETA ATS
tables.
d. Inspect anchorage.
2. Electrical tests:
a. Perform resistance measurements through bolted connections with a low- resistance
ohmmeter.
b. Perform fall of potential test or alternative test in accordance with IEEE 81 on the main
grounding electrode or system.
c. Perform point-to-point tests to determine the resistance between the main grounding
system and all major electrical equipment frames, the system neutral and any derived
neutral points.
3. Test values:
a. Grounding system electrical and mechanical connections shall be free of corrosion.
b. Compare bolted connection resistance values to values of similar connections:
1) Investigate values which deviate from those of similar bolted connections by more
than 50 percent of the lowest value.
c. Bolt-torque levels shall be in accordance with manufacturer’s published data:
1) Refer to NETA ATS tables in the absence of manufacturer’s published data.
d. The resistance between the main grounding electrode and ground shall be as specified in
Section 26 05 26. Investigate point-to-point resistance values that exceed 0.5 ohm.
2.08 ADJUSTING (NOT USED)
2.09 CLEANING
A. As specified in Section 26 05 00.
B. After the acceptance tests have been completed, dispose of all testing expendables, vacuum all
cabinets, and sweep clean all surrounding areas.
2.10 PROTECTION
A. As specified in Section 26 05 00.
2.11 SCHEDULES (NOT USED)
END OF SECTION 26 08 50
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26 24 13 - 1 SWITCHBOARDS
SECTION 26 24 13
SWITCHBOARDS
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. Switchboards
2. Switchboard accessories.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 53 - Identification for Electrical Systems.
3. Section 26 08 50 - Field Electrical Acceptance Tests.
4. Section 26 28 01 - Low Voltage Molded Case Circuit Breakers.
5. Section 26 43 14 - Surge Protective Devices.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. Institute of Electrical and Electronic Engineers (IEEE).
1. C57.13 - IEEE Standard Requirements for Instrument Transformers.
C. National Electrical Manufacturers' Association (NEMA):
1. PB 2 - Dead front Distribution Switchboards.
D. Underwriters' Laboratories, Inc. (UL):
1. 891 - Switchboards.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
1.04 SYSTEM DESCRIPTION
A. Factory assembled, wired, and tested switchboards, with major components being products of
a single manufacturer, including circuit breakers, and other equipment specified in this Section
and indicated on the Drawings.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Manufacturer of the switchboard.
2. Manufacturer of all component parts of the switchboard.
3. Dimensions:
4. Nameplate schedule.
a. Width.
b. Length.
c. Height.
d. Weight.
5. Bill of material.
6. Description of operation:
7. Ratings:
a. Voltage.
b. Phase.
c. Current.
d. Interrupting rating (circuit breakers and fuses).
8. List of recommended spare parts.
9. Name of dealer’s repair facility and parts stocking agreement with the factory:
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26 24 13 - 2 SWITCHBOARDS
a. The agreement shall outline in detail the manufacturer's parts stocking requirements
and the method by which the manufacturer's representative verifies that the stock is
at an acceptable level.
b. The agreement should also outline the method by which the manufacturer's
representative determines that the service personnel meet factory standards.
c. A toll-free or local phone number with 24/7 emergency monitoring/call back is
required.
10. Furnish circuit breaker submittals as specified in:
a. Section 26 28 01.
b. Section 26 24 13.
11. For equipment installed in structures designated as seismic design category C, D, E, or F
submit the following as specified in Section 26 05 00:
a. Manufacturer’s statement of seismic qualification with substantiating test data.
12. Manufacturer’s special seismic certification with substantiating test data.
C. Shop Drawings:
1. Complete, detailed, and scaled switchboard layout:
a. Front panel.
b. Sub-panels.
c. Interior panels.
d. Top and bottom conduit windows.
2. Complete electrical wiring diagrams:
a. Point-to-point connections.
b. Internal compartment-to-compartment interconnection wiring diagrams.
c. Wiring identification and terminal numbers.
3. Complete 3-line diagrams for each switchboard lineup. These drawings shall indicate
devices comprising the switchboard assembly including, but not limited to, circuit
breakers, control power, and instrument transformers, meters, and control devices.
Clearly, indicate electrical ratings of devices on Drawings.
4. Complete interface and connection diagrams for metering system.
5. Complete bill of material list and equipment data sheets identifying appropriate information
specific to the switchboard being supplied.
6. Nameplate schedule.
7. Before fabrication, submit Switchboard Shop Drawings for approval to the Developer’s dry
utility consultant and SCE.
D. Installation instructions:
1. Detail the complete installation of the equipment including rigging, moving, and setting into
place.
2. For equipment installed in structures designated as seismic design category A or B:
a. Provide manufacturer’s installation instructions and anchoring details for connecting
equipment to supports and structures.
3. For equipment installed in structures designated as seismic design category C, D, E, or F:
a. Provide project-specific installation instructions and anchoring details based on
support conditions and requirements to resist seismic and wind loads as specified in
Section 26 05 00.
b. Submit anchoring drawings with supporting calculations.
E. Drawings and calculations shall be stamped by a professional engineer registered in the state
where the Project is being constructed.
F. Test forms and reports:
1. Submit complete factory acceptance test procedures and all forms used during the test.
2. Manufacturer to furnish a certified report after the shop tests.
3. Manufacturer's start-up representative to furnish a written report after the start-up:
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26 24 13 - 3 SWITCHBOARDS
a. The report must state that the installation is complete and satisfactory, or list items
requiring additional attention and a proposal for the actions.
b. If any items require attention after the initial start-up, a final report is required stating
that the installation is complete and satisfactory.
G. Installation instructions:
1. The written instructions must detail the complete installation of the switchboard including
rigging, moving, and setting into place.
2. Provide anchorage instructions and requirements for the switchboard based on the
seismic conditions of the site as specified in Section 26 05 00.
a. Stamped by a professional engineer licensed in the state where the Project is being
constructed.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. The switchboard and all components shall be UL listed and labeled.
C. Equipment shall be designed and constructed in accordance with the following standards and
requirements:
1. NEMA PB 2.
2. UL 891.
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
B. Ship switchboards to the site in dedicated air ride vans that will allow the Contractor to utilize
on-site off-loading equipment.
C. Furnish temporary equipment heaters within the switchboard to prevent condensation from
forming.
1.08 PROJECT/SITE CONDITIONS
A. As specified in Section 26 05 00
1.09 SEQUENCING
A. Conduct the initial fault current study and submit results for Engineer’s review.
B. After successful review of the initial fault current study, submit complete equipment submittal.
C. Conduct factory acceptance test and submit certified test results for Engineer’s review.
D. Ship equipment to the Project Site after successful completion of the factory acceptance test.
E. Assemble equipment in the field.
F. Conduct field acceptance test and submit results for Engineer’s review.
G. Submit manufacturer’s certification that the equipment has been properly installed and is fully
functional for Engineer’s review.
H. Conduct Owner’s training sessions.
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
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26 24 13 - 4 SWITCHBOARDS
PART 2PRODUCTS
2.01 MANUFACTURERS
A. Switchboards:
1. As manufactured by:
a. Eaton or approved equal
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS (NOT USED)
2.05 EQUIPMENT
A. Switchboard
1. Complete assembly, including steel framing and covers, bus system, and breaker
mounting, shall satisfy applicable provisions of UL 891 and NEMA PB-2 and the California
Electrical Code for low-voltage distribution switchboards. Switchboards shall be furnished
with UL labels.
2. Short Circuit Current Rating: Switchboards shall be rated with a minimum short circuit
current rating of 65,000 rms symmetrical amperes at 480 VAC maximum.
3. Switchboards shall be floor standing, dead front, dead rear, line bussed, front operated
and connected, circuit-breaker type, unless otherwise indicated and shall contain
equipment indicated and specified. Switchboard shall be complete with pull, service, and
distribution sections as required.
4. Required equipment shall be enclosed in fully interchangeable die formed steel sectional
cabinets will be absolutely rigid welded construction, plumb and uniform in size. Each
cabinet shall be a separate and independent unit with assembly holes die-stamped or jig
drilled; openings for interconnections shall be so placed that cabinet can be located in any
position in assembly without drilling or cutting holes on job. Deliver switchboard to Project
site in completely assembled sections and provide required assembly bolts and blanking
plates. Front plates and doors shall be of not less than 12 gage furniture steel, completely
removable, secured to cabinet with machine screws, with cup washers uniformly and
symmetrically spaced. Provide hinged wire gutter covers for distribution
sections. Equipment shall meet NEMA and UL standards.
5. Circuit breakers shall be as follows (protective device shall be as shown on drawings):
a. See Section 26 28 01
b. Main circuit breakers shall be automatic, one-piece molded-case, trip-free, common
trip, quick-make, quick-break, thermal-magnetic with solid state trips, bolted to bus
with frame size and trip ratings as indicated on drawings. Voltage, amperage ratings
and number of poles shall be as indicated on breakers. Main breaker shall provide a
minimum short-circuit interrupting capacity as determined by utility company. Provide
shunt-trip and integral ground fault devices, as indicated on drawings. Breakers shall
be furnished with lockout provisions.
c. Feeder circuit breakers shall be automatic, one-piece molded-case, trip-free,
common trip, quick-make, quick-break, thermal-magnetic or solid state type bolted to
bus, with handles clearly indicating tripped position.
d. Breakers shall be furnished with a single handle with no tie-bar. Voltage, amperage,
and number of poles shall be as indicated on Drawings. Breaker ratings shall be on
handle or label. Breakers shall be furnished with lockout provisions approved by the
State of California for padlocking and shall provide a minimum symmetrical short-
circuit interrupting rating, as indicated on Drawings. Series rated circuit breaker
combinations are not acceptable.
6. Utility metering provisions shall meet requirements of serving utility and shall be furnished
with necessary fittings.
7. Provide switchboard silver-plated copper bus bars of same capacity as main breaker, or
as indicated on Drawings, between current transformer and main section and distribution
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26 24 13 - 5 SWITCHBOARDS
sections; also, full height of breaker space in distribution portions. Copper bus shall have
current density of 1000A per square inch of cross section. Bus structure shall be free-
fitted, and shall have sufficient strength to withstand short-circuit as indicated on
drawings. Connections shall be securely bolted together with corrosion-resistant plated
carbon steel, minimum grade five machine screws secured with constant pressure-type
locking devices. Bus bar bracing shall be designed to withstand maximum available short-
circuit current. Connections for cables to circuit breakers, switches and motor control
devices shall be heavy-duty mechanical pressure type terminal lugs. Provide service
cable lugs as required by utility company. Cables and internal wiring shall be supported
with suitable cleats.
8. Switchboard distribution sections shall be furnished with full height bussing. Unused
spaces shall be provided with blank covers. Switchboards, as complete units, shall be
given single short-circuit current ratings by manufacturer. Such ratings shall be
established by actual tests by manufacturer, in accordance with UL specifications, on
equipment constructed similarly to the furnished switchboard.
9. Provide a large nameplate identifying switchboard, indicating service voltage, originating
power source, function and current rating. Nameplate shall be furnished with 3/16 inch
engraved black letters on white background. Name plate shall be mechanically fastened
to switchboard.
10. Provide labels for circuit breakers, disconnect switches, and or other disconnecting means
in switchboards. Label shall indicate name of load served, name or room number and if in
different building, name of building. If equipment is installed in same room as source,
label should indicate source name and “in this room”.
a. Labels shall be as specified in Section 26 05 53.
11. Paint cabinets, framework and plates inside and out with one coat of rust-resistant metal
primer and one coat of enamel, baked on, or lacquer sprayed on.
12. Manufacture boards according to reviewed Shop Drawings. Switchboard shall meet
requirements of legally constituted authorities having jurisdiction, and respective serving
utility.
13.Switchboards installed outdoors shall be weatherproof NEMA Type 3R
enclosure. Enclosure construction shall be formed of code gage galvanized steel with
enamel finish. Heavy-duty, three-point latching, vault type door handles with padlocking
provisions shall be furnished on doors. Padlocks shall be furnished keyed to Corbin No.
60 keys. Switchboards installed outdoors shall be specifically required to maintain service
during extreme outdoor ambient temperatures of a minimum of 150 degrees Fahrenheit in
NEMA Type 3R enclosures.
14. For grounded wye electrical service switchboards rated more than 150 volts, to ground
and 1,000 amperes or more, provide ground fault protection for main protective
device. Ground fault protection shall be UL listed, with ground sensor encircling phase
conductors and neutral conductors integral with the main protective device. Provide
testing of ground fault protection system by an independent recognized testing
laboratory. Testing lab shall provide necessary testing equipment at the Project site and
perform a certified test on ground protection system in presence of the Project Inspector.
The ground fault setting shall be selected to coordinate with downstream circuit protective
devices. Verify that the system neutral is grounded at the service entrance switchboard
only, except neutrals of step down distribution transformers. For branch circuit protective
devices, rated 800 amps or more, provide ground fault protection where shown on the
drawings, or as described above, for main protective device. Coordinate settings with
main protective device ground fault protection.
15. Connections to bussing shall be securely bolted together with corrosion-resistant plated
carbon steel, minimum grade five machine screws secured with constant pressure-type
locking devices.
16. Arc Flash Reduction Maintenance Switch: The Arcflash Reduction Maintenance System
shall allow the operator to enable a maintenance mode using a 5 position switch which
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26 24 13 - 6 SWITCHBOARDS
enables a preset accelerated instantaneous override trip to reduce arc flash energy. A
blue LED on the trip unit shall indicate the trip unit is in the maintenance mode.
B. ACCESSORIES
1. Power monitor:
a. As specified on Drawings.
2. Surge protective devices:
a. As specified in Section 26 43 14.
2.06 MIXES (NOT USED)
2.07 FABRICATION (NOT USED)
2.08 FINISHES
A. Chemically clean all steel surfaces before painting.
B. Color per City of Tulare
2.09 SOURCE QUALITY CONTROL (NOT USED)
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Install the equipment in accordance with the accepted installation instructions and anchorage
details to meet the seismic and wind load requirements at the Project site.
C. General:
1. Furnish cables, conduit, lugs, bolts, expansion anchors, sealants, and other accessories
needed to complete the installation of the switchboard.
2. Physically assemble and install the switchboard in the location and layout indicated on the
Drawings.
3. Make bus splice connections.
4. Perform work in accordance with manufacturer’s instructions and shop drawings.
5. Furnish components and equipment as required to complete the installation.
6. Replace hardware lost or damaged during the installation or handling to provide a
complete installation.
7. Weld and/or bolt switchboard frame to leveling channels embedded in the concrete
housekeeping pad:
a. Provide structural leveling channels in accordance with manufacturer's
recommendations to provide proper alignment of the units.
b. The installation shall meet the seismic requirements of the site.
D. Provide the services of a qualified manufacturer’s representative to:
1. Inspect, verify, and certify that the mechanical installation meets the manufacturer’s
requirements.
2. Make control connections across the shipping splits.
3. Install and align all circuit breakers.
4. Perform field tests.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. Factory tests:
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26 24 13 - 7 SWITCHBOARDS
1. The Owner and Engineer will witness the factory acceptance test as specified in Section
26 05 00 and and latest edition of NETA ATS standard.
2. Test the complete switchgear at the manufacturer’s establishment.
a. Completely assemble, wire and test the switchboard:
1) Detailed inspections before and after assembly to assure correctness of design
and workmanship.
2) Provide groups of wires leaving the shipping-assembled equipment with terminal
blocks with suitable numbering strips.
B. Owner training:
1. As specified in Section 26 05 00.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
B. Provide manufacturer’s services for the following:
1. Make all bus splice connections.
2. Make all control connections across shipping splits.
3. Ensure that all items furnished are in proper operating condition:
a. Technician must be completely knowledgeable in the operation, maintenance, and
start-up of the electrical system.
4. Furnish a written report after start-up signed by the manufacturer’s authorized
representative:
a. Report must state that the installation is complete and meets all of the manufacturer’s
requirements.
b. List any items requiring additional attention.
3.09 ADJUSTING
A. Make all adjustments as necessary and recommended by the manufacturer, Engineer, or
testing firm.
3.10 CLEANING
A. As specified in Section 26 05 00.
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 24 13
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City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 28 01 - 1 LOW VOLTAGE MOLDED CASE
CIRCUIT BREAKERS
SECTION 26 28 01
LOW VOLTAGE MOLDED CASE CIRCUIT BREAKERS
PART 1 GENERAL
1.01 SUMMARY
A. Section includes:
1. Low voltage molded case circuit breakers.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 05 74 - Electrical System Studies.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. National Electrical Manufacturers Association (NEMA):
1. AB 3. - Molded Case Circuit Breakers and Their Application.
C. Underwriter’s Laboratories (UL):
1. 489 - Molded-Case Circuit Breakers, Molded-Case Switches, and Circuit- Breaker
Enclosures.
2. 943 - Ground Fault Circuit Interrupters.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. In accordance with UL 489.
1.04 SYSTEM DESCRIPTION
A. Molded case thermal magnetic or motor circuit protector type circuit breakers as indicated on the
Drawings and connected to form a completed system.
1.05 SUBMITTALS
A. Furnish submittals as specified in Sections 01 33 00 and 26 05 00.
B. Product data:
1. Catalog cut sheets.
2. Manufacturer’s time-current curves for all molded case circuit breakers furnished.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. Low voltage molded case circuit breakers shall be UL listed and labeled.
1.07 DELIVERY, STORAGE AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING (NOT USED)
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
1.13 OWNER’S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
City of San Luis Obispo Transit
Facility EV Charging Infrastructure 26 28 01 - 2 LOW VOLTAGE MOLDED CASE
CIRCUIT BREAKERS
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. One of the following or equal:
1. Eaton/Cutler-Hammer.
2. General Electric Company.
3. Schneider Electric/Square D Company.
4. ABB.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS
A. General:
1. Conforming to UL 489.
2. Operating mechanism:
a. Quick-make, quick-break, non-welding silver alloy contacts.
b. Common Trip, Open and Close for multi-pole breakers such that all poles open and close
simultaneously.
c. Mechanically trip free from the handle.
d. Trip indicating handle - automatically assumes a position midway between the manual ON
and OFF positions to clearly indicate the circuit breaker has tripped.
e. Lockable in the "OFF" position.
3. Arc extinction:
a. In arc chutes.
4. Voltage and current ratings:
a. Minimum ratings as indicated on the Drawings.
b. Minimum frame size 100A.
5. Interrupting ratings:
a. Minimum ratings as indicated on the Drawings.
b. Not less than the rating of the assembly (panelboard, switchboard, motor control center,
etc.)
B. Motor circuit protectors:
1. Instantaneous only circuit breaker as part of a listed combination motor controller.
2. Each pole continuously adjustable in a linear scale with ‘LO’ and ‘HI’ settings factory calibrated.
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS
A. Terminals:
1. Line and load terminals suitable for the conductor type, size, and number of conductors in
accordance with UL 489.
B. Case:
1. Molded polyester glass reinforced.
2. Ratings clearly marked.
C. Trip units:
1. Provide thermal magnetic or solid-state trip units as indicated on the Drawings.
2. Thermal magnetic:
a. Instantaneous short circuit protection.
b. Inverse time delay overload.
c. Ambient or enclosure compensated by means of a bimetallic element.
3. Solid state:
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Facility EV Charging Infrastructure 26 28 01 - 3 LOW VOLTAGE MOLDED CASE
CIRCUIT BREAKERS
a. With the following settings as indicated on the Drawings.
1) Adjustable long time current setting.
2) Adjustable long time delay.
3) Adjustable short time pickup.
4) Adjustable short time delay.
5) Adjustable instantaneous pickup.
6) Adjustable ground fault pickup as indicated on the Drawings.
7) Adjustable ground fault delay as indicated on the Drawings.
D. Molded case circuit breakers for use in panelboards:
1. Bolt-on type.
a. Plug-in type breakers are not acceptable.
2. Ground fault trip devices as indicated on the Drawings.
2.07 ACCESSORIES (NOT USED)
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. Test breakers in accordance with:
1. UL 489.
2. Manufacturer’s standard testing procedures.
PART 3 EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. Install breakers to correspond to the accepted shop drawings.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 FIELD QUALITY CONTROL
A. As specified in Section 26 05 00.
3.08 ADJUSTING
A. Adjust trip settings in accordance with Protective Device Coordination Study as accepted by the
Engineer and in accordance with manufacturer’s recommendations.
B. Adjust motor circuit protectors in accordance with NEC and the manufacturer’s recommendation
based on the nameplate values of the installed motor.
3.09 CLEANING (NOT USED)
3.10 PROTECTION
A. As specified in Section 26 05 00.
3.11 SCHEDULES (NOT USED)
END OF SECTION 26 28 01
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SECTION 26 43 14
SURGE PROTECTIVE DEVICES
PART 1GENERAL
1.01 SUMMARY
A. Section includes:
1. High-energy surge protective devices.
B. Related sections:
1. Section 26 05 00 - Common Work Results for Electrical.
2. Section 26 08 50 - Field Electrical Acceptance Tests.
1.02 REFERENCES
A. As specified in Section 26 05 00.
B. Institute of Electrical and Electronics Engineers (IEEE):
1. C62.41 – Recommended Practice on Surge Voltages in Low Voltage AC Power Circuits.
2. C62.45 –Guide on Surge Testing for Equipment Connected to Low-Voltage (1000 V and
Less) AC Power Circuits.
3. C62.62- Standard Test Specifications for Surge Protective Devices for Low Voltage AC
Power Circuits.
C. Underwriters Laboratory:
1. 1449, 4th Edition, Standard for Surge Protective Devices.
1.03 DEFINITIONS
A. As specified in Section 26 05 00.
B. Specific definitions:
1. SPD: Surge protective device.
2. SAD: Silicon avalanche diode.
3. MOV: Metal oxide varistor.
4. MCOV: Maximum continuous operating voltage.
5. In: Nominal discharge current.
6. VPR: Voltage protection rating.
7. SCCR: Short circuit current rating.
1.04 SYSTEM DESCRIPTION
A. Surge protective devices as an integral component of the electrical equipment or externally
mounted as indicated on the Drawings.
1.05 SUBMITTALS
A. Furnish submittals as specified in Section 26 05 00.
B. Product data:
1. Furnish complete product data confirming detailed compliance or exception statements to all
provisions of this Section.
2. Manufacturer’s catalog cut sheets indicating:
a. Manufacturer and model numbers.
b. Ratings of each SPD include but not limited to:
1) Short circuit current rating.
2) Nominal discharge current.
3) Maximum continuous operating voltage.
4) Voltage protection rating.
5) System voltage.
6) System frequency.
7) Surge current capacity.
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3. Submit independent test data from a nationally recognized testing laboratory verifying the
following:
a. Overcurrent protection.
b. UL 1449.
C. Shop drawings:
1. Provide electrical and mechanical drawings by the manufacturer that detail:
a. Unit dimensions.
b. Weights.
c. Components.
d. Field connection locations.
e. Mounting provisions.
f. Connection details.
g. Wiring diagram.
D. Operation and maintenance manuals:
1. Provide the manufacturer’s manual with installation, start-up, spare parts lists, and operating
instructions for the specified system.
1.06 QUALITY ASSURANCE
A. As specified in Section 26 05 00.
B. Provide SPD units that are designed, manufactured, tested and installed in compliance with the
following codes and standards:
1. Institute of Electrical and Electronics Engineers (IEEE C62.41, C62.45, C62.62).
2. Federal Information Processing Standards Publication 94 (FIBS PUB 94).
3. National Electrical Manufacturer Association.
4. National Fire Protection Association (NFPA 20, 75 and 780).
5. National Electric Code (NFPA 70).
6. Underwriters Laboratories (UL 1449 4th Edition and UL 1283).
7. International Electrotechnical Commission (IEC 801).
1.07 DELIVERY, STORAGE, AND HANDLING
A. As specified in Section 26 05 00.
1.08 PROJECT OR SITE CONDITIONS
A. As specified in Section 26 05 00.
1.09 SEQUENCING
A. Coordinate with and provide SPD equipment to the electrical equipment manufacturer before final
assembly and factory testing.
1.10 SCHEDULING (NOT USED)
1.11 WARRANTY
A. As specified in Section 26 05 00.
B. Extended warranty:
1. Furnish a manufacturer’s full 5-year parts and labor warranty from the date of shipment
against any part failure when installed in compliance with the manufacturer's written
instructions, UL listing requirements, and any applicable national, state, or local electrical
codes.
2. Warranty shall include:
a. Direct, factory-trained employees must be available within 48 hours for assessment of
the problem.
b. A 24-hour toll-free 800-number for warranty support.
1.12 SYSTEM START-UP
A. As specified in Section 26 05 00.
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26 43 14 - 3 SURGE PROTECTIVE DEVICES
1.13 OWNER'S INSTRUCTIONS (NOT USED)
1.14 MAINTENANCE (NOT USED)
PART 2PRODUCTS
2.01 MANUFACTURERS
A. One of the following or equal:
1. Liebert.
2. Eaton/Cutler-Hammer.
3. Schneider Electric/Square D.
4. General Electric.
2.02 EXISTING PRODUCTS (NOT USED)
2.03 MATERIALS (NOT USED)
2.04 MANUFACTURED UNITS
A. Provide Type 1 or Type 2 SPD units as required for the locations indicated on the Drawings.
B. Electrical requirements:
1. SPD (Surge Protection Device) ratings are to be consistent with the nominal system
operating voltage, phase, and configuration as indicated on the Drawings.
2. MCOV (Maximum Continuous Operating Voltage):
a. For the SPD and all components in the suppression path (including all MOVs, SADs,
and selenium cells): Greater than 115 percent of the nominal system operating voltage.
3. Operating frequency:
a. 47 to 63 hertz.
4. SCCR (Short Circuit Current Rating):
a. 65 kAIC minimum, but not less than the equipment it is connected to as indicated on
the Drawings.
b. The SCCR shall be marked on the SPD in accordance with UL 1449 and the NEC.
5. Nominal discharge current In:
a. 20 kA.
6. Maximum VPR:
Modes 240/120 208Y/120 480Y/277
L-N, L-G, N-G 900 900 1,500
L-L 1,200 1,200 2000
7. Peak surge current:
a. Service entrance locations:
1) 240 kA per phase minimum.
2) 120 kA per mode minimum.
b. Branch locations:
1) 120 kA per phase, minimum.
2) 60 kA per mode minimum.
C. Protection modes:
1. Provide SPD protection modes as follows:
a. Line to Neutral (L-N) where applicable.
b. Line to Ground (L-G).
c. Neutral to Ground (N-G), where applicable.
D. Environmental requirements:
1. Storage temperature:
a. -40 degrees to +50 degrees Celsius.
2. Operating temperature:
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26 43 14 - 4 SURGE PROTECTIVE DEVICES
a. -0 degrees to +60 Celsius.
3. Relative humidity:
a. 5 percent to 95 percent.
4. Audible noise:
a. Less than 45 dBa at 5 feet (1.5 m).
5. Operating altitude:
a. Zero to 12,000 feet above sea level.
E. Provide surge protective devices that are suitable for application in IEEE C62.41 Category A, B
and C3 environments, as tested to IEEE C62.45.
2.05 EQUIPMENT (NOT USED)
2.06 COMPONENTS
A. Enclosure:
1. Located in electrical equipment as or in an external NEMA 12 enclosure indicated on the
Drawings.
a. NEMA Type 12 enclosure:
1) No ventilation openings.
b. Hinged cover requiring a tool for internal access.
c. Internal drawing pocket.
d. All monitoring indications must be visible without opening the door.
B. Internal connections:
1. Provide low impedance copper plates for intra-unit connections:
a. Attach surge modules using bolted connections to the plates for low impedance
connections.
2. Size all connections, conductors, and terminals for the specified surge current capacity.
C. Surge diversion modules:
1. MOV:
a. Where multiple MOVs are used in parallel, utilize computer-matched MOVs to within 1-
volt variance and tested for manufacturer's defects.
D. Overcurrent protection:
1. Individually fuse all components, including suppression, filtering, and monitoring
components:
a. Rated to allow maximum specified nominal discharge current capacity.
b. Overcurrent protection that limits specified surge currents is not acceptable.
E. Connections:
1. Provide terminals to accommodate wire sizes up to #2 AWG.
2.07 ACCESSORIES
A. Unit status indicators:
1. Provide red and green solid-state indicators, with printed labels, on the front cover to
redundantly indicate on-line unit status:
a. The absence of the green light and the presence of the red light indicate that surge
protection is reduced and service is needed to restore full operation.
b. Indicates the status of protection on each mode or phase.
B. Dry contacts for remote monitoring:
1. Electrically isolated Form C dry contacts (1 A/125 VAC) for remote monitoring of system
integrity, and indication of under voltage, phase and/or power loss.
C. Provide an audible alarm which activates under any fault condition.
1. Provide an alarm On/Off switch to silence the alarm.
2. A visible LED will confirm whether alarm is On or Disabled.
3. Locate both switches and the audible alarm on the unit’s front cover.
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D. Provide transient counter to count transient voltage surges:
1. LCD readout located on the unit’s front cover.
2. Counter to utilize batteries with a 10-year nominal life or non-volitile memory to maintain
accurate counts in the event of power loss.
2.08 MIXES (NOT USED)
2.09 FABRICATION (NOT USED)
2.10 FINISHES (NOT USED)
2.11 SOURCE QUALITY CONTROL
A. Permanently affix surge rating to the SPD.
B. Perform manufacturer’s standard factory test.
1. Perform testing in accordance with UL 1449.
PART 3EXECUTION
3.01 EXAMINATION (NOT USED)
3.02 PREPARATION (NOT USED)
3.03 INSTALLATION
A. As specified in Section 26 05 00.
B. Follow the manufacturer's recommended installation practices and comply with all applicable
codes.
C. Special techniques:
1. Install the SPD with as short and straight conductors including ground conductor as
practically possible:
a. Twist the input conductors together to reduce input conductor inductance.
2. Do not subject SPD to insulation resistance testing.
3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED)
3.05 REPAIR/RESTORATION (NOT USED)
3.06 RE-INSTALLATION (NOT USED)
3.07 COMMISSIONING
A. As specified in Section 01 75 17.
3.08 FIELD QUALITY CONTROL
A. As specified in Section 26 08 50.
3.09 ADJUSTING (NOT USED)
3.10 CLEANING (NOT USED)
3.11 PROTECTION
A. As specified in Section 26 05 00.
3.12 SCHEDULES (NOT USED)
END OF SECTION 26 43 14
APPENDIX
APPENDIX
4
APPENDIX C – REQUIRED FEDERAL CLAUSES
Appendix C - Required Federal Clauses
1.Fly America Requirements
2.Buy America Requirements
3.Cargo Preference Requirements - Use of United States-Flag Vessels
4.Seismic Safety
5.Energy Conservation
6.Clean Water Requirements
7.Byrd Anti-Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying
Disclosure Act of 1995, P.L. 104-65 (to be codified at 2 U.S.C. § 1601, et seq.)
8.Access to Records
9.Federal Changes
10.Bid Bond Requirements
11.Clean Air
12.Recovered Materials
13.Davis-Bacon and Copeland Anti-Kickback Acts
14.Contract Work Hours and Safety Standards
15.No Obligation by the Federal Government
16.Program Fraud and False or Fraudulent Statements or Related Acts
17.Termination
18.Suspension and Debarment
19.Civil Rights
20.Disputes
21.Disadvantaged Business Enterprises
22.Incorporation of Federal Transit Administration (FTA) Terms
1. Fly America Requirements
The Contractor agrees to comply with 49 United States Code (U.S.C.) 40118 (the “Fly
America” Act) in accordance with the General Services Administration’s regulations at 41
Code of Federal Regulations (CFR) Part 301-10, which provide that the City of San Luis
Obispo (the City) and their contractors are required to use U.S. Flag air carriers for U.S
Government-financed international air travel and transportation of their personal effects
or property, to the extent such service is available, unless travel by foreign air carrier is a
matter of necessity, as defined by the Fly America Act. The Contractor shall submit, if a
foreign air carrier was used, an appropriate certification or memorandum adequately
explaining why service by a U.S. flag air carrier was not available or why it was necessary
to use a foreign air carrier and shall, in any event, provide a certificate of compliance with
the Fly America requirements. The Contractor agrees to include the requirements of this
section in all subcontracts that may involve international air transportation.
2. Buy America Requirements
The Contractor agrees to comply with 49 U.S.C. 5323(j) and 49 CFR. Part 661, which
provide that Federal funds may not be obligated unless steel, iron, and manufactured
products used in Federal Transit Administration (FTA) funded projects are produced in
the United States, unless a waiver has been granted by FTA or the product is subject to
a general waiver. General waivers are listed in 49 CFR. 661.7 and include final assembly
in the United States for 15 passenger vans and 15 passenger wagons produced by
Chrysler Corporation, and microcomputer equipment and software. Separate
requirements for rolling stock are set out at 49 USC. 5323(j)(2)(C) and 49 CFR. 661.11.
Rolling stock must be assembled in the United States and have a 60 percent domestic
content.
A bidder or offeror must submit to the City the appropriate Buy America certification
(below) with all bids or offers on FTA funded contracts, except those subject to a general
waiver. Bids or offers that are not accompanied by a completed Buy America certification
must be rejected as nonresponsive. This requirement does not apply to lower tier
subcontractors.
Certification requirement for procurement of steel, iron, or manufactured products.
Certificate of Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C.
5323(j)(1) and the applicable regulations in 49 CFR Part 661.5.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(1)
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(1) and 49 CFR 661.5, but it may qualify for an exception pursuant to 49
U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certification requirement for procurement of buses, other rolling stock and
associated equipment.
Certificate of Compliance with 49 U.S.C. 5323(j)(2)(C).
The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C.
5323(j)(2)(C) and the regulations at 49 C.F.R. Part 661.11.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
Certificate of Non-Compliance with 49 U.S.C. 5323(j)(2)(C)
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49
U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11, but may qualify for an exception pursuant to
49 U.S.C. 5323(j)(2)(A), 5323(j)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7.
Date _________________________________________________________________
Signature _____________________________________________________________
Company Name _______________________________________________________
Title _________________________________________________________________
3. Cargo Preference Requirements - Use of United States-Flag Vessels
The Contractor agrees:
a) to use privately owned United States-Flag commercial vessels to ship at least 50
percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo
liners, and tankers) involved, whenever shipping any equipment, material, or
commodities pursuant to the underlying contract to the extent such vessels are
available at fair and reasonable rates for United States-Flag commercial vessels;
b) to furnish within 20 working days following the date of loading for shipments
originating within the United States or within 30 working days following the date of
leading for shipments originating outside the United States, a legible copy of a
rated, "on-board" commercial ocean bill-of-lading in English for each shipment of
cargo described in the preceding paragraph to the Division of National Cargo,
Office of Market Development, Maritime Administration, Washington, DC 20590
and to the City (through the Contractor in the case of a subcontractor's bill-of-
lading.)
c) to include these requirements in all subcontracts issued pursuant to this contract
when the subcontract may involve the transport of equipment, material, or
commodities by ocean vessel.
4. Seismic Safety
The Contractor agrees that any new building or addition to an existing building will be
designed and constructed in accordance with the standards for Seismic Safety required
in Department of Transportation Seismic Safety Regulations 49 CFR Part 41 and will
certify to compliance to the extent required by the regulation. The Contractor also agrees
to ensure that all work performed under this contract including work performed by a
subcontractor is in compliance with the standards required by the Seismic Safety
Regulations and the certification of compliance issued on the project.
5. Energy Conservation
The Contractor agrees to comply with mandatory standards and policies relating to
energy efficiency which are contained in the state energy conservation plan issued in
compliance with the Energy Policy and Conservation Act.
6. Clean Water Requirements
a) The Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Federal Water Pollution Control Act, as
amended, 33 U.S.C. 1251 et seq. The Contractor agrees to report each violation
to the City and understands and agrees that the City will, in turn, report each
violation as required to assure notification to FTA and the appropriate
Environmental Protection Agency (EPA) Regional Office.
b) The Contractor also agrees to include these requirements in each subcontract
exceeding $100,000 financed in whole or in part with Federal assistance provided
by FTA.
7. Byrd Anti-Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying
Disclosure Act of 1995, P.L. 104-65 (to be codified at 2 U.S.C. § 1601, et seq.)
Mandatory Clause/Language
Clause and specific language therein are mandated by 49 CFR Part 19, Appendix A.
Modifications have been made to the Clause pursuant to Section 10 of the Lobbying
Disclosure Act of 1995, Public Law (P.L.) 104-65 (to be codified at 2 U.S.C. § 1601, et
seq.)
Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are
mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure
Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49
CFR § 20.110(d)
Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section
7, which provides that contractors file the certification required by 49 CFR Part 20,
Appendix A.
Modifications have been made to the Lobbying Certification pursuant to Section 10 of the
Lobbying Disclosure Act of 1995.
Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of
49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on
Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A.
Contractors who apply or bid for an award of $100,000 or more shall file the certification
required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier
above that it will not and has not used Federal appropriated funds to pay any person or
organization for influencing or attempting to influence an officer or employee of any
agency, a member of Congress, officer or employee of Congress, or an employee of a
member of Congress in connection with obtaining any Federal contract, grant or any other
award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant
under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf
with non-Federal funds with respect to that Federal contract, grant or award covered by
31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the City.
APPENDIX A, 49 CFR PART 20--CERTIFICATION REGARDING LOBBYING
Certification for Contracts, Grants, Loans, and Cooperative Agreements
(To be submitted with each bid or offer exceeding $100,000)
The Contractor certifies, to the best of his or her knowledge and belief, that:
No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or
employee of an agency, a Member of Congress, an officer or employee of Congress, or
an employee of a Member of Congress in connection with the awarding of any Federal
contract, the making of any Federal grant, the making of any Federal loan, the entering
into of any cooperative agreement, and the extension, continuation, renewal, amendment,
or modification of any Federal contract, grant, loan, or cooperative agreement.
If any funds other than Federal appropriated funds have been paid or will be paid to any
person for making lobbying contacts to an officer or employee of any agency, a Member
of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with this Federal contract, grant, loan, or cooperative agreement,
the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to
Report Lobbying," in accordance with its instructions as amended by "Government wide
Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note:
Language in paragraph (2) herein has been modified in accordance with Section 10 of
the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et
seq.).
The undersigned shall require that the language of this certification be included in the
award documents for all subawards at all tiers (including subcontracts, subgrants, and
contracts under grants, loans, and cooperative agreements) and that all subrecipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended
by the Lobbying Disclosure Act of 1995). Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.
Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited
expenditure or fails to file or amend a required certification or disclosure form shall be
subject to a civil penalty of not less than $10,000 and not more than $100,000 for each
such expenditure or failure.
The Contractor, , certifies or affirms the truthfulness and accuracy of
each statement of its certification and disclosure, if any. In addition, the Contractor
understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply to this
certification and disclosure, if any.
_____________________ Signature of Contractor's Authorized Official
_____________________ Name and Title of Contractor's Authorized Official
_____________________ Date
8. Access to Records
The following access to records requirements apply to this Contract:
The Contractor agrees to provide the City, the FTA Administrator, the Comptroller
General of the United States or any of their authorized representatives access to any
books, documents, papers and records of the Contractor which are directly pertinent to
this contract for the purposes of making audits, examinations, excerpts and transcriptions.
Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or
his authorized representatives including any Project Management Office (PMO)
Contractor access to Contractor's records and construction sites pertaining to a major
capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial
assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311.
Where the Purchaser is a State and is the City or a subgrantee of the City in accordance
with 49 C.F.R. 633.17, Contractor agrees to provide the Purchaser, the FTA Administrator
or his authorized representatives, including any PMO Contractor, access to the
Contractor's records and construction sites pertaining to a major capital project, defined
at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the
programs described at 49 U.S.C. 5307, 5309 or 5311. By definition, a major capital project
excludes contracts of less than the simplified acquisition threshold currently set at
$100,000.
Where the Purchaser enters into a negotiated contract for other than a small purchase or
under the simplified acquisition threshold and is an institution of higher education, a
hospital or other non-profit organization and is the City or a subgrantee of the City in
accordance with 49 C.F.R. 19.48, Contractor agrees to provide the Purchaser, FTA
Administrator, the Comptroller General of the United States or any of their duly authorized
representatives with access to any books, documents, papers and record of the
Contractor which are directly pertinent to this contract for the purposes of making audits,
examinations, excerpts and transcriptions.
Where any Purchaser which is the City or a subgrantee of the City in accordance with 49
U.S.C. 5325(a) enters into a contract for a capital project or improvement (defined at 49
U.S.C. 5302(a)1) through other than competitive bidding, the Contractor shall make
available records related to the contract to the Purchaser, the Secretary of Transportation
and the Comptroller General or any authorized officer or employee of any of them for the
purposes of conducting an audit and inspection.
The Contractor agrees to permit any of the foregoing parties to reproduce by any means
whatsoever or to copy excerpts and transcriptions as reasonably needed.
The Contractor agrees to maintain all books, records, accounts and reports required
under this contract for a period of not less than three years after the date of termination
or expiration of this contract, except in the event of litigation or settlement of claims arising
from the performance of this contract, in which case Contractor agrees to maintain same
until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly
authorized representatives, have disposed of all such litigation, appeals, claims or
exceptions related thereto. Reference 49 CFR 18.39(i)(11).
FTA does not require the inclusion of these requirements in subcontracts.
9. Federal Changes
Contractor shall at all times comply with all applicable FTA regulations, policies,
procedures and directives, including without limitation those listed directly or by reference
in the Master Agreement between Purchaser and FTA, as they may be amended or
promulgated from time to time during the term of this contract. Contractor's failure to so
comply shall constitute a material breach of this contract.
10. Bid Bond Requirements
Applicability to Contracts
For those construction or facility improvement contracts or subcontracts exceeding
$100,000, FTA may accept the bonding policy and requirements of the City, provided that
they meet the minimum requirements for construction contracts as follows:
A bid guarantee from each bidder equivalent to ten (10) percent of the bid price. The "bid
guarantees" shall consist of a firm commitment such as a bid bond, certifies check, or
other negotiable instrument accompanying a bid as assurance that the bidder will, upon
acceptance of the bid, execute such contractual documents as may be required within
the time specified.
A performance bond on the part to the Contractor for 100 percent of the contract price. A
"performance bond" is one executed in connection with a contract to secure fulfillment of
all the Contractor's obligations under such contract.
A payment bond on the part of the Contractor for 100 percent of the contract price. A
"payment bond" is one executed in connection with a contract to assure payment, as
required by law, of all persons supplying labor and material in the execution of the work
provided for in the contract.
A cash deposit, certified check or other negotiable instrument may be accepted by a
grantee in lieu of performance and payment bonds, provided the grantee has established
a procedure to assure that the interest of FTA is adequately protected. An irrevocable
letter of credit would also satisfy the requirement for a bond.
Flow Down
Bonding requirements flow down to the first tier Contractors.
Bid Bond Requirements (Construction)
a) Bid Security
A Bid Bond must be issued by a fully qualified surety company acceptable to the City and
listed as a company currently authorized under 31 CFR, Part 223 as possessing a
Certificate of Authority as described thereunder.
b) Rights Reserved
In submitting this Bid, it is understood and agreed by bidder that the right is reserved by
the City to reject any and all bids, or part of any bid, and it is agreed that the Bid may not
be withdrawn for a period of ninety (90) days subsequent to the opening of bids, without
the written consent of the City.
It is also understood and agreed that if the undersigned bidder should withdraw any part
or all of the bid within ninety(90) days after the bid opening without the written consent of
the City, shall refuse or be unable to enter into this Contract, as provided above, or refuse
or be unable to furnish adequate and acceptable Performance Bonds and Labor and
Material Payments Bonds, as provided above, or refuse or be unable to furnish adequate
and acceptable insurance, as provided above, the undersigned bidder shall forfeit the bid
security to the extent of the City’s damages occasioned by such withdrawal, or refusal, or
inability to enter into an agreement, or provide adequate security therefor.
It is further understood and agreed that to the extent the defaulting bidder's Bid Bond,
Certified Check, Cashier's Check, Treasurer's Check, and/or Official Bank Check
(excluding any income generated thereby which has been retained by the City) shall
prove inadequate to fully recompense the City for the damages occasioned by default,
then the undersigned bidder agrees to indemnify the City and pay over to the City the
difference between the bid security and the City’s total damages, so as to make the City
whole.
The undersigned understands that any material alteration of any of the above or any of
the material contained on this form, other than that requested, will render the bid
unresponsive.
Performance and Payment Bonding Requirements (Construction)
The Contractor shall be required to obtain performance and payment bonds as follows:
Performance bonds
a) The penal amount of performance bonds shall be 100 percent of the original
contract price, unless the City determines that a lesser amount would be adequate
for the protection of the City.
b) The City may require additional performance bond protection when a contract price
is increased. The increase in protection shall generally equal 100 percent of the
increase in contract price. The City may secure additional protection by directing
the Contractor to increase the penal amount of the existing bond or to obtain an
additional bond.
Advance Payment Bonding Requirements
The Contractor may be required to obtain an advance payment bond if the contract
contains an advance payment provision and a performance bond is not furnished. The
City shall determine the amount of the advance payment bond necessary to protect the
City.
Patent Infringement Bonding Requirements (Patent Indemnity)
The Contractor may be required to obtain a patent indemnity bond if a performance bond
is not furnished and the financial responsibility of the Contractor is unknown or doubtful.
The City shall determine the amount of the patent indemnity to protect the City.
Warranty of the Work and Maintenance Bonds
a) The Contractor warrants to the City, the Architect and/or Engineer that all materials
and equipment furnished under this Contract will be of highest quality and new
unless otherwise specified by the City, free from faults and defects and in
conformance with the Contract Documents. All work not so conforming to these
standards shall be considered defective. If required by the City, the Contractor
shall furnish satisfactory evidence as to the kind and quality of materials and
equipment.
b) The Work furnished must be of first quality and the workmanship must be the best
obtainable in the various trades. The Work must be of safe, substantial and durable
construction in all respects. The Contractor hereby guarantees the Work against
defective materials or faulty workmanship for a minimum period of one (1) year
after Final Payment by the City and shall replace or repair any defective materials
or equipment or faulty workmanship during the period of the guarantee at no cost
to the City. As additional security for these guarantees, the Contractor shall, prior
to the release of Final Payment, furnish separate Maintenance (or Guarantee)
Bonds in form acceptable to the City written by the same corporate surety that
provides the Performance Bond and Labor and Material Payment Bond for this
Contract. These bonds shall secure the Contractor's obligation to replace or repair
defective materials and faulty workmanship for a minimum period of one (1) year
after Final Payment and shall be written in an amount equal to ONE HUNDRED
PERCENT (100%) of the CONTRACT SUM, as adjusted (if at all).
11. Clean Air
a) The Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401
et seq. The Contractor agrees to report each violation to the Purchaser and
understands and agrees that the Purchaser will, in turn, report each violation as
required to assure notification to FTA and the appropriate EPA Regional Office.
b) The Contractor also agrees to include these requirements in each subcontract
exceeding $100,000 financed in whole or in part with Federal assistance provided
by FTA.
12. Recovered Materials
The Contractor agrees to comply with all the requirements of Section 6002 of the
Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962),
including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive
Order 12873, as they apply to the procurement of the items designated in Subpart B of
40 CFR Part 247.
13. Davis-Bacon and Copeland Anti-Kickback Acts
The Davis-Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC
874. The Acts apply to grantee construction contracts and subcontracts that “at least
partly are financed by a loan or grant from the Federal Government.” 40 USC 3145(a), 29
CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000.
40 USC 3142(a), 29 CFR 5.5(a). ‘Construction,’ for purposes of the Acts, includes “actual
construction, alteration and/or repair, including painting and decorating.” 29 CFR 5.5(a).
The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11)
enumerated at 29 CFR 5.5(a) and reproduced below.
The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the
model clause below should be coordinated with counsel to ensure the Acts’ requirements
are satisfied.
(1) Minimum wages - (i) All laborers and mechanics employed or working upon the site
of the work (or under the United States Housing Act of 1937 or under the Housing Act of
1949 in the construction or development of the project), will be paid unconditionally and
not less often than once a week, and without subsequent deduction or rebate on any
account (except such payroll deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages
and bona fide fringe benefits (or cash equivalents thereof) due at time of payment
computed at rates not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part hereof, regardless of any
contractual relationship which may be alleged to exist between the Contractor and such
laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under
section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv)
of this section; also, regular contributions made or costs incurred for more than a weekly
period (but not less often than quarterly) under plans, funds, or programs which cover the
particular weekly period, are deemed to be constructively made or incurred during such
weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and
fringe benefits on the wage determination for the classification of work actually performed,
without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or
mechanics performing work in more than one classification may be compensated at the
rate specified for each classification for the time actually worked therein: Provided, That
the employer's payroll records accurately set forth the time spent in each classification in
which work is performed. The wage determination (including any additional classifications
and wage rates conformed under paragraph (1)(ii) of this section) and the Davis- Bacon
poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at
the site of the work in a prominent and accessible place where it can be easily seen by
the workers.
(ii) (A)The contracting officer shall require that any class of laborers or mechanics,
including helpers, which is not listed in the wage determination and which is to be
employed under the contract shall be classified in conformance with the wage
determination. The contracting officer shall approve an additional classification and wage
rate and fringe benefits therefore only when the following criteria have been met:
(1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to be
performed by the classification requested is not performed by a classification in the wage
determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination; and
(4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification prevails
in the area in which the work is performed.
(B) If the Contractor and the laborers and mechanics to be employed in the classification
(if known), or their representatives, and the contracting officer agree on the classification
and wage rate (including the amount designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the contracting officer to the Administrator of
the Wage and Hour Division, Employment Standards Administration, U.S. Department of
Labor, Washington, DC 20210. The Administrator, or an authorized representative, will
approve, modify, or disapprove every additional classification action within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer within the
30-day period that additional time is necessary.
(C) In the event the Contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree on the
proposed classification and wage rate (including the amount designated for fringe
benefits, where appropriate), the contracting officer shall refer the questions, including
the views of all interested parties and the recommendation of the contracting officer, to
the Administrator for determination. The Administrator, or an authorized representative,
will issue a determination within 30 days of receipt and so advise the contracting officer
or will notify the contracting officer within the 30- day period that additional time is
necessary.
(D) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work
in the classification under this contract from the first day on which work is performed in
the classification.
(iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the
Contractor shall either pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the Contractor does not make payments to a trustee or other third person, the
Contractor may consider as part of the wages of any laborer or mechanic the amount of
any costs reasonably anticipated in providing bona fide fringe benefits under a plan or
program, Provided, That the Secretary of Labor has found, upon the written request of
the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The
Secretary of Labor may require the Contractor to set aside in a separate account assets
for the meeting of obligations under the plan or program.
(v) (A)The contracting officer shall require that any class of laborers or mechanics which
is not listed in the wage determination and which is to be employed under the contract
shall be classified in conformance with the wage determination. The contracting officer
shall approve an additional classification and wage rate and fringe benefits therefor only
when the following criteria have been met:
(1) The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
(B) If the Contractor and the laborers and mechanics to be employed in the classification
(if known), or their representatives, and the contracting officer agree on the classification
and wage rate (including the amount designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the contracting officer to the Administrator of
the Wage and Hour Division, Employment Standards Administration, Washington, DC
20210. The Administrator, or an authorized representative, will approve, modify, or
disapprove every additional classification action within 30 days of receipt and so advise
the contracting officer or will notify the contracting officer within the 30-day period that
additional time is necessary.
(C) In the event the Contractor, the laborers or mechanics to be employed in the
classification or their representatives, and the contracting officer do not agree on the
proposed classification and wage rate (including the amount designated for fringe
benefits, where appropriate), the contracting officer shall refer the questions, including
the views of all interested parties and the recommendation of the contracting officer, to
the Administrator for determination. The Administrator, or an authorized representative,
will issue a determination with 30 days of receipt and so advise the contracting officer or
will notify the contracting officer within the 30-day period that additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all workers performing work
in the classification under this contract from the first day on which work is performed in
the classification.
(2) Withholding - The City shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or cause to be withheld
from the Contractor under this contract or any other Federal contract with the same prime
Contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing
wage requirements, which is held by the same prime Contractor, so much of the accrued
payments or advances as may be considered necessary to pay laborers and mechanics,
including apprentices, trainees, and helpers, employed by the Contractor or any
subcontractor the full amount of wages required by the contract. In the event of failure to
pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or
working on the site of the work (or under the United States Housing Act of 1937 or under
the Housing Act of 1949 in the construction or development of the project), all or part of
the wages required by the contract, the City may, after written notice to the Contractor,
sponsor, applicant, or owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds until such violations
have ceased.
(3) Payrolls and basic records - (i) Payrolls and basic records relating thereto shall be
maintained by the Contractor during the course of the work and preserved for a period of
three years thereafter for all laborers and mechanics working at the site of the work (or
under the United States Housing Act of 1937, or under the Housing Act of 1949, in the
construction or development of the project). Such records shall contain the name,
address, and social security number of each such worker, his or her correct classification,
hourly rates of wages paid (including rates of contributions or costs anticipated for bona
fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B)
of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and
actual wages paid. Whenever the Secretary of Labor has found under 29 CFR
5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or program described in section
1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records which show that
the commitment to provide such benefits is enforceable, that the plan or program is
financially responsible, and that the plan or program has been communicated in writing
to the laborers or mechanics affected, and records which show the costs anticipated or
the actual cost incurred in providing such benefits. Contractors employing apprentices or
trainees under approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of trainee programs, the registration of the
apprentices and trainees, and the ratios and wage rates prescribed in the applicable
programs.
(ii) (A) The Contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the City for transmission to the FTA. The payrolls
submitted shall set out accurately and completely all of the information required to be
maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may
be submitted in any form desired. Optional Form WH-347 is available for this purpose
and may be purchased from the Superintendent of Documents (Federal Stock Number
029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime
Contractor is responsible for the submission of copies of payrolls by all subcontractors.
(B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed
by the Contractor or subcontractor or his or her agent who pays or supervises the
payment of the persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be
maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and that such
information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and trainee)
employed on the contract during the payroll period has been paid the full weekly wages
earned, without rebate, either directly or indirectly, and that no deductions have been
made either directly or indirectly from the full wages earned, other than permissible
deductions as set forth in Regulations, 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the applicable wage rates
and fringe benefits or cash equivalents for the classification of work performed, as
specified in the applicable wage determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on the reverse
side of Optional Form WH-347 shall satisfy the requirement for submission of the
"Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the Contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and section
231 of title 31 of the U.S.C.
(iii) The Contractor or subcontractor shall make the records required under paragraph
(a)(3)(i) of this section available for inspection, copying, or transcription by authorized
representatives of the FTA or the Department of Labor, and shall permit such
representatives to interview employees during working hours on the job. If the Contractor
or subcontractor fails to submit the required records or to make them available, the
Federal agency may, after written notice to the Contractor, sponsor, applicant, or owner,
take such action as may be necessary to cause the suspension of any further payment,
advance, or guarantee of funds. Furthermore, failure to submit the required records upon
request or to make such records available may be grounds for debarment action pursuant
to 29 CFR 5.12.
(4) Apprentices and trainees - (i) Apprentices - Apprentices will be permitted to work at
less than the predetermined rate for the work they performed when they are employed
pursuant to and individually registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Employment and Training Administration, Bureau of
Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the
Bureau, or if a person is employed in his or her first 90 days of probationary employment
as an apprentice in such an apprenticeship program, who is not individually registered in
the program, but who has been certified by the Bureau of Apprenticeship and Training or
a State Apprenticeship Agency (where appropriate) to be eligible for probationary
employment as an apprentice. The allowable ratio of apprentices to journeymen on the
job site in any craft classification shall not be greater than the ratio permitted to the
Contractor as to the entire work force under the registered program. Any worker listed on
a payroll at an apprentice wage rate, who is not registered or otherwise employed as
stated above, shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any apprentice
performing work on the job site in excess of the ratio permitted under the registered
program shall be paid not less than the applicable wage rate on the wage determination
for the work actually performed. Where a Contractor is performing construction on a
project in a locality other than that in which its program is registered, the ratios and wage
rates (expressed in percentages of the journeyman's hourly rate) specified in the
Contractor's or subcontractor's registered program shall be observed. Every apprentice
must be paid at not less than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of fringe benefits listed on the wage
determination for the applicable classification. If the Administrator of the Wage and Hour
Division of the U.S. Department of Labor determines that a different practice prevails for
the applicable apprentice classification, fringes shall be paid in accordance with that
determination. In the event the Bureau of Apprenticeship and Training, or a State
Apprenticeship Agency recognized by the Bureau, withdraws approval of an
apprenticeship program, the Contractor will no longer be permitted to utilize apprentices
at less than the applicable predetermined rate for the work performed until an acceptable
program is approved.
(ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to work
at less than the predetermined rate for the work performed unless they are employed
pursuant to and individually registered in a program which has received prior approval,
evidenced by formal certification by the U.S. Department of Labor, Employment and
Training Administration. The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the Employment and Training
Administration. Every trainee must be paid at not less than the rate specified in the
approved program for the trainee's level of progress, expressed as a percentage of the
journeyman hourly rate specified in the applicable wage determination. Trainees shall be
paid fringe benefits in accordance with the provisions of the trainee program. If the trainee
program does not mention fringe benefits, trainees shall be paid the full amount of fringe
benefits listed on the wage determination unless the Administrator of the Wage and Hour
Division determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which provides for less
than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee
rate who is not registered and participating in a training plan approved by the Employment
and Training Administration shall be paid not less than the applicable wage rate on the
wage determination for the classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. In the event the Employment and Training
Administration withdraws approval of a training program, the Contractor will no longer be
permitted to utilize trainees at less than the applicable predetermined rate for the work
performed until an acceptable program is approved.
(iii) Equal employment opportunity - The utilization of apprentices, trainees and
journeymen under this part shall be in conformity with the equal employment opportunity
requirements of Executive Order 11246, as amended, and 29 CFR part 30.
(5) Compliance with Copeland Act requirements - The Contractor shall comply with
the requirements of 29 CFR part 3, which are incorporated by reference in this contract.
(6) Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the
clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the FTA
may by appropriate instructions require, and also a clause requiring the subcontractors
to include these clauses in any lower tier subcontracts. The prime Contractor shall be
responsible for the compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5
may be grounds for termination of the contract, and for debarment as a Contractor and a
subcontractor as provided in 29 CFR 5.12.
(8) Compliance with Davis-Bacon and Related Act requirements - All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and
5 are herein incorporated by reference in this contract.
(9) Disputes concerning labor standards - Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this
contract. Such disputes shall be resolved in accordance with the procedures of the
Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning
of this clause include disputes between the Contractor (or any of its subcontractors) and
the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
(10) Certification of eligibility - (i) By entering into this contract, the Contractor certifies
that neither it (nor he or she) nor any person or firm who has an interest in the Contractor's
firm is a person or firm ineligible to be awarded Government contracts by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for award
of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1).
(iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18
U.S.C. 1001.
14. Contract Work Hours and Safety Standards
The Contract Work Hours and Safety Standards Act is codified at 40 USC 3701, et seq.
The Act applies to grantee contracts and subcontracts “financed at least in part by loans
or grants from American Rescue Plan (ARP).” 40 USC 3701(b)(1)(B)(iii) and (b)(2), 29
CFR 5.2(h), 49 CFR 18.36(i)(6). Although the original Act required its application in any
construction contract over $2,000 or non-construction contract to which the Act applied
over $2,500 (and language to that effect is still found in 49 CFR 18.36(i)(6)), the Act no
longer applies to any “contract in an amount that is not greater than $100,000.” 40 USC
3701(b)(3) (A)(iii).
The Act applies to construction contracts and, in very limited circumstances, non-
construction projects that employ “laborers or mechanics on a public work.” These non-
construction applications do not generally apply to transit procurements because transit
procurements (to include rail cars and buses) are deemed “commercial items.” 40 USC
3707, 41 USC 403 (12). A grantee that contemplates entering into a contract to procure
a developmental or unique item should consult counsel to determine if the Act applies to
that procurement and that additional language required by 29 CFR 5.5(c) must be added
to the basic clause below.
The clause language is drawn directly from 29 CFR 5.5(b) and any deviation from the
model clause below should be coordinated with counsel to ensure the Act’s requirements
are satisfied.
(1) Overtime requirements - No Contractor or subcontractor contracting for any part of
the contract work which may require or involve the employment of laborers or mechanics
shall require or permit any such laborer or mechanic in any workweek in which he or she
is employed on such work to work in excess of forty hours in such workweek unless such
laborer or mechanic receives compensation at a rate not less than one and one-half times
the basic rate of pay for all hours worked in excess of forty hours in such workweek.
(2)Violation; liability for unpaid wages; liquidated damages - In the event of any
violation of the clause set forth in paragraph (1) of this section the Contractor and any
subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such
Contractor and subcontractor shall be liable to the United States for liquidated damages.
Such liquidated damages shall be computed with respect to each individual laborer or
mechanic, including watchmen and guards, employed in violation of the clause set forth
in paragraph (1) of this section, in the sum of $10 for each calendar day on which such
individual was required or permitted to work in excess of the standard workweek of forty
hours without payment of the overtime wages required by the clause set forth in
paragraph (1) of this section.
(3)Withholding for unpaid wages and liquidated damages - The City shall upon its
own action or upon written request of an authorized representative of the Department of
Labor withhold or cause to be withheld, from any moneys payable on account of work
performed by the Contractor or subcontractor under any such contract or any other
Federal contract with the same prime Contractor, or any other federally-assisted contract
subject to the Contract Work Hours and Safety Standards Act, which is held by the same
prime Contractor, such sums as may be determined to be necessary to satisfy any
liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages
as provided in the clause set forth in paragraph (2) of this section.
(4)Subcontracts - The Contractor or subcontractor shall insert in any subcontracts the
clauses set forth in paragraphs (1) through (4) of this section and also a clause requiring
the subcontractor s to include these clauses in any lower tier subcontracts. The prime
Contractor shall be responsible for compliance by any subcontractor or lower tier
subcontractor with the clauses set forth in paragraphs (1) through (4) of this section.
15. No Obligation by the Federal Government
(1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any
concurrence by the Federal Government in or approval of the solicitation or award of the
underlying contract, absent the express written consent by the Federal Government, the
Federal Government is not a party to this contract and shall not be subject to any
obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a
party to that contract) pertaining to any matter resulting from the underlying contract.
(2) The Contractor agrees to include the above clause in each subcontract financed in
whole or in part with Federal assistance provided by FTA. It is further agreed that the
clause shall not be modified, except to identify the subcontractor who will be subject to its
provisions.
16. Program Fraud and False or Fraudulent Statements or Related Acts
(1) The Contractor acknowledges that the provisions of the Program Fraud Civil
Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations,
"Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this
Project. Upon execution of the underlying contract, the Contractor certifies or affirms the
truthfulness and accuracy of any statement it has made, it makes, it may make, or causes
to be made, pertaining to the underlying contract or the FTA assisted project for which
this contract work is being performed. In addition to other penalties that may be
applicable, the Contractor further acknowledges that if it makes, or causes to be made, a
false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal
Government reserves the right to impose the penalties of the Program Fraud Civil
Remedies Act of 1986 on the Contractor to the extent the Federal Government deems
appropriate.
(2) The Contractor also acknowledges that if it makes, or causes to be made, a false,
fictitious, or fraudulent claim, statement, submission, or certification to the Federal
Government under a contract connected with a project that is financed in whole or in part
with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. §
5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and
49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems
appropriate.
(3) The Contractor agrees to include the above two clauses in each subcontract financed
in whole or in part with Federal assistance provided by FTA. It is further agreed that the
clauses shall not be modified, except to identify the subcontractor who will be subject to
the provisions.
17. Termination
(1)Termination for Convenience (General Provision) The City may terminate this
contract, in whole or in part, at any time by written notice to the Contractor when it is in
the Government's best interest. The Contractor shall be paid its costs, including contract
close-out costs, and profit on work performed up to the time of termination. The Contractor
shall promptly submit its termination claim to the City to be paid the Contractor. If the
Contractor has any property in its possession belonging to the City, the Contractor will
account for the same, and dispose of it in the manner the City directs.
(2)Termination for Default (Breach or Cause) (General Provision) If the Contractor
does not deliver supplies in accordance with the contract delivery schedule, or, if the
contract is for services, the Contractor fails to perform in the manner called for in the
contract, or if the Contractor fails to comply with any other provisions of the contract, the
City may terminate this contract for default. Termination shall be effected by serving a
notice of termination on the Contractor setting forth the manner in which the Contractor
is in default. The Contractor will only be paid the contract price for supplies delivered and
accepted, or services performed in accordance with the manner of performance set forth
in the contract.
If it is later determined by the City that the Contractor had an excusable reason for not
performing, such as a strike, fire, or flood, events which are not the fault of or are beyond
the control of the Contractor, the City, after setting up a new delivery of performance
schedule, may allow the Contractor to continue work, or treat the termination as a
termination for convenience.
(3) Opportunity to Cure (General Provision) The City in its sole discretion may, in the
case of a termination for breach or default, allow the Contractor five (5) in which to cure
the defect. In such case, the notice of termination will state the time period in which cure
is permitted and other appropriate conditions
If Contractor fails to remedy to the City’s satisfaction the breach or default of any of the
terms, covenants, or conditions of this Contract within ten (10) days after receipt by
Contractor of written notice from the City setting forth the nature of said breach or default,
the City shall have the right to terminate the Contract without any further obligation to
Contractor. Any such termination for default shall not in any way operate to preclude the
City from also pursuing all available remedies against Contractor and its sureties for said
breach or default.
(4) Waiver of Remedies for any Breach In the event that the City elects to waive its
remedies for any breach by Contractor of any covenant, term or condition of this Contract,
such waiver by the City shall not limit the City’s remedies for any succeeding breach of
that or of any other term, covenant, or condition of this Contract.
(5) Termination for Default (Construction) If the Contractor refuses or fails to prosecute
the work or any separable part, with the diligence that will insure its completion within the
time specified in this contract or any extension or fails to complete the work within this
time, or if the Contractor fails to comply with any other provisions of this contract, the City
may terminate this contract for default. The City shall terminate by delivering to the
Contractor a Notice of Termination specifying the nature of the default. In this event, the
City may take over the work and compete it by contract or otherwise, and may take
possession of and use any materials, appliances, and plant on the work site necessary
for completing the work. The Contractor and its sureties shall be liable for any damage to
the City resulting from the Contractor's refusal or failure to complete the work within
specified time, whether or not the Contractor's right to proceed with the work is
terminated. This liability includes any increased costs incurred by the City in completing
the work.
The Contractor's right to proceed shall not be terminated nor the Contractor charged with
damages under this clause if-
(i) the delay in completing the work arises from unforeseeable causes beyond the control
and without the fault or negligence of the Contractor. Examples of such causes include:
acts of God, acts of the City, acts of another Contractor in the performance of a contract
with the City, epidemics, quarantine restrictions, strikes, freight embargoes; and
(ii) the Contractor, within 10 days from the beginning of any delay, notifies the City in
writing of the causes of delay. If in the judgment of the City, the delay is excusable, the
time for completing the work shall be extended. The judgment of the City shall be final
and conclusive on the parties, but subject to appeal under the Disputes clauses.
If, after termination of the Contractor's right to proceed, it is determined that the
Contractor was not in default, or that the delay was excusable, the rights and
obligations of the parties will be the same as if the termination had been issued for
the convenience of the City.
18. Suspension and Debarment
Background and Applicability
In conjunction with the Office of Management and Budget and other affected Federal
agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This
government-wide regulation implements Executive Order 12549, Debarment and
Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101
note (Section 2455, Public Law 103-
355, 108 Stat. 3327).
The provisions of Part 29 apply to all grantee contracts and subcontracts at any level
expected to equal or exceed $25,000 as well as any contract or subcontract (at any level)
for Federally required auditing services. 49 CFR 29.220(b). This represents a change
from prior practice in that the dollar threshold for application of these rules has been
lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in
the regulation as “covered transactions.”
Grantees, Contractors, and subcontractors (at any level) that enter into covered
transactions are required to verify that the entity (as well as its principals and affiliates)
they propose to contract or subcontract with is not excluded or disqualified. They do this
by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that
person, or (c) Adding a clause or condition to the contract or subcontract. This represents
a change from prior practice in that certification is still acceptable but is no longer required.
49 CFR 29.300.
Grantees, Contractors, and subcontractors who enter into covered transactions also must
require the entities they contract with to comply with 49 CFR 29, subpart C and include
this requirement in their own subsequent covered transactions (i.e., the requirement flows
down to subcontracts at all levels).
Clause Language
The following clause language is suggested, not mandatory. It incorporates the optional
method of verifying that contractors are not excluded or disqualified by certification.
This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the
Contractor is required to verify that none of the Contractor, its principals, as defined at 49
CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as
defined at 49 CFR 29.940 and 29.945.
The Contractor is required to comply with 49 CFR 29, Subpart C and must include the
requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it
enters into.
By signing and submitting its bid or proposal, the bidder or proposer certifies as follows:
The certification in this clause is a material representation of fact relied upon by the City.
If it is later determined that the bidder or proposer knowingly rendered an erroneous
certification, in addition to remedies available to the City, the Federal Government may
pursue available remedies, including but not limited to suspension and/or debarment. The
bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while
this offer is valid and throughout the period of any contract that may arise from this offer.
The bidder or proposer further agrees to include a provision requiring such compliance in
its lower tier covered transactions.
19. Civil Rights
The following requirements apply to the underlying contract:
(1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended,
42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42
U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. §
12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not
discriminate against any employee or applicant for employment because of race, color,
creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply
with applicable Federal implementing regulations and other implementing requirements
FTA may issue.
(2) Equal Employment Opportunity - The following equal employment opportunity
requirements apply to the underlying contract:
(i) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil
Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332,
the Contractor agrees to comply with all applicable equal employment opportunity
requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal
Contract Compliance Programs, Equal Employment Opportunity, Department of Labor,"
41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal
Employment Opportunity," as amended by Executive Order No. 11375, "Amending
Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e
note), and with any applicable Federal statutes, executive orders, regulations, and
Federal policies that may in the future affect construction activities undertaken in the
course of the Project. The Contractor agrees to take affirmative action to ensure that
applicants are employed, and that employees are treated during employment, without
regard to their race, color, creed, national origin, sex, or age. Such action shall include,
but not be limited to, the following: employment, upgrading, demotion or transfer,
recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship. In addition, the
Contractor agrees to comply with any implementing requirements FTA may issue.
(ii) Age - In accordance with section 4 of the Age Discrimination in Employment Act of
1967, as amended, 29 U.S.C. §§ 623 and Federal transit law at 49 U.S.C. § 5332, the
Contractor agrees to refrain from discrimination against present and prospective
employees for reason of age. In addition, the Contractor agrees to comply with any
implementing requirements FTA may issue.
(iii) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as
amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the
requirements of U.S. Equal Employment Opportunity Commission, "Regulations to
Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29
C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the
Contractor agrees to comply with any implementing requirements FTA may issue.
(3) The Contractor also agrees to include these requirements in each subcontract
financed in whole or in part with Federal assistance provided by FTA, modified only if
necessary to identify the affected parties.
20. Disputes
Applicability to Contracts
All contracts in excess of $100,000 shall contain provisions or conditions which will allow
for administrative, contractual, or legal remedies in instances where Contractors violate
or breach contract terms, and provide for such sanctions and penalties as may be
appropriate. This may include provisions for bonding, penalties for late or inadequate
performance, retained earnings, liquidated damages or other appropriate measures.
Flow Down
The Breaches and Dispute Resolutions requirements flow down to all tiers.
Model Clauses/Language
FTA does not prescribe the form or content of such provisions. What provisions are
developed will depend on the circumstances and the type of contract. The following
clauses are examples of provisions from various FTA third party contracts.
Disputes - Disputes arising in the performance of this Contract which are not resolved by
agreement of the parties shall be decided in writing by the authorized representative of
the City. This decision shall be final and conclusive unless within ten (10) days from the
date of receipt of its copy, the Contractor mails or otherwise furnishes a written appeal to
the City. In connection with any such appeal, the Contractor shall be afforded an
opportunity to be heard and to offer evidence in support of its position. The decision of
the City shall be binding upon the Contractor and the Contractor shall abide be the
decision.
Performance During Dispute - Unless otherwise directed by the City, Contractor shall
continue performance under this Contract while matters in dispute are being resolved.
Claims for Damages - Should either party to the Contract suffer injury or damage to
person or property because of any act or omission of the party or of any of his employees,
agents or others for whose acts he is legally liable, a claim for damages therefor shall be
made in writing to such other party within a reasonable time after the first observance of
such injury of damage.
Remedies - Unless this contract provides otherwise, all claims, counterclaims, disputes
and other matters in question between the City and the Contractor arising out of or relating
to this agreement or its breach will be decided by arbitration if the parties mutually agree,
or in a court of competent jurisdiction within the State in which the City is located.
Rights and Remedies - The duties and obligations imposed by the Contract Documents
and the rights and remedies available thereunder shall be in addition to and not a
limitation of any duties, obligations, rights and remedies otherwise imposed or available
by law. No action or failure to act by the City, Engineer or Contractor shall constitute a
waiver of any right or duty afforded any of them under the Contract, nor shall any such
action or failure to act constitute an approval of or acquiescence in any breach thereunder,
except as may be specifically agreed in writing.
21. Disadvantaged Business Enterprises
Background and Applicability
The newest version on the Department of Transportation’s Disadvantaged Business
Enterprise (DBE) program became effective July 16, 2003. The rule provides guidance to
grantees on the use of overall and contract goals, requirement to include DBE provisions
in subcontracts, evaluating DBE participation where specific contract goals have been
set, reporting requirements, and replacement of DBE subcontractors. Additionally, the
DBE program dictates payment terms and conditions (including limitations on retainage)
applicable to all subcontractors regardless of whether they are DBE firms or not.
The DBE program applies to all DOT-assisted contracting activities. A formal clause such
as that below must be included in all contracts above the micro-purchase level. The
requirements of clause subsection b flow down to subcontracts.
A substantial change to the payment provisions in this newest version of Part 26 concerns
retainage (see section 26.29). Grantee choices concerning retainage should be reflected
in the language choices in clause subsection (D).
Clause Language
The following clause language is suggested, not mandatory. It incorporates the payment
terms and conditions applicable to all subcontractors based in Part 26 as well as those
related only to DBE subcontractors. The suggested language allows for the options
available to grantees concerning retainage, specific contract goals, and evaluation of DBE
subcontracting participation when specific contract goals have been established.
(A) This contract is subject to the requirements of Title 49, CFR, Part 26, Participation by
Disadvantaged Business Enterprises in Department of Transportation Financial
Assistance Programs. The national goal for participation of Disadvantaged Business
Enterprises (DBE) is 10%. A separate contract goal of 18% DBE participation has been
established for this procurement.
(B) The Contractor shall not discriminate on the basis of race, color, national origin, or
sex in the performance of this contract. The Contractor shall carry out applicable
requirements of 49 CFR Part 26 in the award and administration of this DOT-assisted
contract. Failure by the Contractor to carry out these requirements is a material breach of
this contract, which may result in the termination of this contract or such other remedy as
the City deems appropriate. Each subcontract the Contractor signs with a subcontractor
must include the assurance in this paragraph (see 49 CFR 26.13(b)).
(C) Bidders/offerors are required to document sufficient DBE participation to meet these
goals or, alternatively, document adequate good faith efforts to do so, as provided for in
49 CFR 26.53. Award of this contract is conditioned on submission of the following
concurrent with and accompanying sealed bid:
(i) The names and addresses of DBE firms that will participate in this contract;
(ii) A description of the work each DBE will perform;
(iii) The dollar amount of the participation of each DBE firm participating;
(iv) Written documentation of the bidder/offeror’s commitment to use a DBE subcontractor
whose participation it submits to meet the contract goal;
(v) Written confirmation from the DBE that it is participating in the contract as provided in
the prime Contractor’s commitment; and
(vi) If the contract goal is not met, evidence of good faith efforts to do so.
Bidders must present the information required above as included in the bid forms (see
49 CFR 26.53(3)).
(D) The Contractor is required to pay its subcontractors performing work related to this
contract for satisfactory performance of that work no later than 30 days after the
Contractor’s receipt of payment for that work from the City. In addition, the Contractor is
required to return any retainage payments to those subcontractors within 30 days
after incremental acceptance of the subcontractor’s work by the City and
Contractor’s receipt of the partial retainage payment related to the subcontractor’s
work.
(E) The Contractor must promptly notify the City, whenever a DBE subcontractor
performing work related to this contract is terminated or fails to complete its work, and
must make good faith efforts to engage another DBE subcontractor to perform at least
the same amount of work. The Contractor may not terminate any DBE subcontractor and
perform that work through its own forces or those of an affiliate without prior written
consent of the City.
22. Incorporation of Federal Transit Administration (FTA) Terms
The preceding provisions include, in part, certain Standard Terms and Conditions
required by DOT, whether or not expressly set forth in the preceding contract provisions.
All contractual provisions required by DOT, as set forth in FTA Circular 4220.1E, are
hereby incorporated by reference. Anything to the contrary herein notwithstanding, all
FTA mandated terms shall be deemed to control in the event of a conflict with other
provisions contained in this Agreement. The Contractor shall not perform any act, fail to
perform any act, or refuse to comply with any (name of grantee) requests which would
cause (name of grantee) to be in violation of the FTA terms and conditions.
APPENDIX
APPENDIX
5
APPENDIX D – DAVIS-BACON WAGE DETERMINATION
APPENDIX
APPENDIX
6
APPENDIX E – TRANSIT FACILITY ELECTRIC VEHICLE CHARGING
INFRASTRUCTURE PHASING EXHIBIT
HWY 101
County of San Luis Obispo, Maxar, Microsoft
city of
san luis obispo Transit Facility Electric Vehicle Charging
Infrastructure Phasing Exhibit 12/13/2022
Yellow shaded area represents daily transit operations area.
Contractor to notify Transit a minimum of five days in advance of work in the shaded area.