Agenda packet — Madera City Council, June 17, 2026 (part 3 of 5)

Project Name DIR
Case No.
&
County
Date of
CWPA
Amount of
CWPA
Nature of Violations
Avenue 328
Safety
Improvements
40-
77028/
Tulare
07/23/2024 $7,159.88 Failure to pay the required
prevailing wage rates;
Underreporting of hours; Failure
to comply with provisions
involving the employment of
apprentices
K Street and
Almond Avenue
Reconstruction
40-
82653/
Fresno
09/12/2025 $10,229.96 Failure to pay the required
prevailing wages;
Misclassification of workers;
Underpaid overtime; Failure to
comply with provisions involving
the employment of apprentices
Birch, Durian, &
Lucille Avenue
Improvements
40-
84983/
Fresno
05/07/2026 $1,040.00 Failure to comply with provisions
involving the employment of
apprentices
Project Name DIR Case
No. &
County
Date of
Demand
Letter
Amount of
Demand
Letter
Nature of Violations
Rehabilitation of
Goshen Ave from
Shirk to Mooney
40-78363/
Tulare
06/04/2024 $1080.00 Failure to comply with
provisions involving the
employment of
apprentices

CONCLUSION
Adequately investigating issues of non-responsiveness and non-responsibility goes to the heart of the City's fiduciary responsibility to taxpayers. In light of the issues described above, NCIC respectfully requests that the City exercise its fiduciary responsibility by rejecting A.J.’s bid. The 5 Public Contract Code § 1103. 6 Based on data available to NCIC at the time of this writing. 4 City should investigate the bid it received from A.J. to ensure its conformance with the bid requirements. In addition, the City should investigate A.J.’s recent CWPAs to determine whether they should be considered a “responsible” bidder.

If the City finds that A.J.'s bid is non-responsive or not a responsible bidder, then the City must either award the Project to the next responsive & responsible bidder, Walsh Montgomery Construction, or reject all bids and commence a new round of bidding for the Project.

Please respond to this bid advisory by May 28, 2026, indicating what steps the City will take to fulfill its fiduciary responsibility and ensure compliance with state competitive bidding laws. We look forward to your response.

Thank you for your time and consideration of this critical matter.

Sincerely,
Kristyn Pair
Compliance Agent
CC:

Mayor Cece Gallegos [email protected]
Rohi Zacharia – District 1 [email protected]
Mayor Pro Tem Jose Rodriguez – District 2 [email protected] Steve Montes – District 3 [email protected]
Anita Evans – District 4 [email protected]
Elsa Mejia – District 5 [email protected]
Artemio Villegas – District 6 [email protected]
Alicia Gonzales – City Clerk [email protected]
Zelda Leon – Deputy City Clerk [email protected]

Attachments:

1. Bid Results for Project

2. Contract Documents & Construction Specifications for the Project

3. Bid Proposals for Three Lowest Bidders

4. CWPA for DLSE Case Number 40-77028

5. CWPA for DLSE Case Number 40-82653

6. CWPA for DLSE Case Number 40-84983

7. Demand Letter for DLSE Case Number 40-78363
City of Madera
Search & Bid on Thousands of Contracts
Showing 10 Bid Results

AJ EXCAVATION INC
514 N BRAWLEY AVE
FRESNO, California 93706
Contact: Alisa Emmett
Phone: 559-408-5908
CADIR $284,555.00
Walsh Montgomery Construction, Inc.
915 Hoblitt Avenue
Clovis, California 93612
Contact: Jerry Montgomery
Phone: 559-347-9188
MICRO $315,694.50
Terra West Construction Incorporated
1030 Gettysburg Avenue, Suite 107
Cloivs, California 93612
Contact: Ramon Medina
Phone: 559-348-1086
DBE, CADIR $319,959.00
Cal Valley Construction, Inc.
5125 N. Gates Ave., #102
Fresno, California 93722-6414
Contact: Tony Storelli
Phone: 559-274-0300
CADIR $349,693.00
Juarez Brothers General Engineering Madera Madera, California 93636 Contact: Daniel Juarez
Phone: 559-367-6909
CASoS, DVBE, SAM, CADIR, Local $359,086.00
Tosted Asphalt Inc
PO Box 27014
Fresno, California 93729
Contact: Jose Perez
Phone: 559-441-0137
CADIR $379,496.04
Granite Construction Company
2716 S Granite Ct.

Fresno, California 93706
Contact: Matt Hall
Phone: 559-318-6277
CADIR $407,481.00
[email protected]
1231 8TH ST
STE 800 MODESTO, California 95354
Contact: Justin Martinez
Phone: 209-550-1199
CASoS, SAM $424,151.74
dawson-mauldin llc
1071 E Nebraska
Selma, California 93662
Contact: Dawson-Mauldin, LLC
Phone: 559-896-0098
CADIR $430,016.00
Full Signal Construction Inc.
46750 Longview Lane West
Coarsegold, California 93614
Contact: Luke Somerville
Phone: 717-599-0153
CADIR, SAM $473,800.00
www.vendorline.com
Vendor Type Bid Amount Responsive
Storey Road Shoulder Paving City Project No. R-60 CMAQ 5157(114)

CITY OF MADERA

CONTRACT DOCUMENTS
& CONSTRUCTION SPECIFICATIONS
FOR

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
April 2026

CITY OF MADERA

ENGINEERING DEPARTMENT
428 EAST YOSEMITE AVENUE
MADERA, CA 93638
KEITH BRENT HELMUTH, P.E.

CITY ENGINEER

THIS PAGE INTENTIONALLY LEFT BLANK

CITY OF MADERA

CONTRACT DOCUMENTS AND CONSTRUCTION

SPECIFICATIONS
For

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
April 2026

CITY OF MADERA

ENGINEERING DEPARTMENT
428 E. YOSEMITE AVENUE
MADERA, CA 93638
(559) 661-5418
___________________________
Keith Helmuth, City Engineer
_________________
Date
4-9-26

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TABLE OF CONTENTS

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
TITLE PAGE No.

ADVERTISEMENT FOR BIDS...................................................................................... 1,2 INFORMATION FOR BIDDERS ................................................................................... 3-8 BID PROPOSAL ………………………………………………………………………………………………………9-29 BIDDER’S CHECKLIST

BID PROPOSAL FORM

BID SCHEDULE

SUBCONTRACTORS

BID BOND

CERTIFICATION

NONCOLLUSION AFFIDAVIT

PUBLIC CONTRACT CODE

DEBARMENT AND SUSPENSION CERTIFICATION

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION (PRIME)

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION (SUBCONTRACTORS)

NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS

DISCLOSURE OF LOBBYING ACTIVITIES

FEDERAL REQUIREMENTS FOR FEDERALLY ASSISTED

CONSTRUCTION PROJECTS

BUY AMERICA REQUIREMENTS

CARB DOORS CERTIFICATION
BIDDER’S LIST OF SUBCONTRACTORS
AGREEMENT ............................................................................................... 30-42 PAYMENT BOND ............................................................................................... 43,44 PERFORMANCE BOND ......................................................................................... 45,46 INSURANCE REQUIREMENTS FOR CONTRACTORS................................................. 47,48 HOLD HARMLESS AND INDEMNIFICATION AGREEMENT ....................................... 49,50 SECTION 1 – GENERAL CONDITIONS ..................................................................... 51-71 SECTION 2 - SPECIAL CONDITIONS........................................................................ 72-80 SECTION 3 - CITY OF MADERA STANDARD SPECIFICATIONS AND DRAWINGS ........ 81,82 SECTION 4 - DESCRIPTION OF BID ITEMS .............................................................. 83-89 SECTION 5 - SPECIAL CONDITIONS – TECHNICAL ………………………………………………. 90-115

APPENDIX ITEMS
A – FEDERAL WAGE RATES
B – CITY WATER METER RENTAL
C – DEBRIS MANAGEMENT
D – MID VALLEY DISPOSAL
E – RAILROAD CLEARANCE MEMO
F – FHWA FORM 1273
G – FHWA FORM 12-G

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1 ADVERTISEMENT FOR BIDS
Sealed bids will be received at the office of the City Engineer of the City of Madera or electronically at the City of Madera’s PlanetBids vendor portal for the following:

Storey Road Shoulder Paving
City Project R-60, CMAQ 5157 (114)
at City of Madera – Engineering Department, 428 East Yosemite Avenue, Madera, CA 93638, until 2:00 pm, on May 7, 2026 and then at said office publicly opened and read aloud.

There will be a non-mandatory pre-bid meeting on April 28, 2026 at City of Madera; Engineering Department Conference Room, 428 E. Yosemite Avenue at 2:00 p.m. Any prospective bidder may also attend the meeting by Zoom at
https://cityofmadera.zoom.us/j/88367253145?pwd=RjFt6PharbfbCvBC96E3oUXZAe38Jq.1 on the same day and time. All bidders are invited to attend in person or by Zoom The work in general shall consist of saw-cutting, grading, new type A pavement, concrete work, and fog seal on Storey Road adjacent to the Millview Park/Sunrise Rotary Sports Complex.

In accordance with the provisions of Section 3300 of the Public Contract, the general contractor for this project shall have a Class A license, a California State Contractor’s License issued in accordance with the provisions of the Contractor’s State License Law, California Business and Professions Code, Division 5, Chapter 9, as amended.

All contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a contract, the bidder and its subcontractor(s), of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the project.

The City hereby notifies all Bidders that no person shall be excluded from participation in, denied any benefits of, or otherwise discriminated against in connection with the award and performance of any contract on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, ethnicity, status as a disabled veteran or veteran of the Vietnam era or on any other basis prohibited by law.

The City will carry out applicable federal requirements in the award and administration of any contract awarded hereunder. This is a Federal-aid project with financial assistance from the U.S.

Department of Transportation, Federal Highway Administration (FHWA).

Bid security in the amount of ten (10) percent of the amount of the bid, and in the form of a bid bond issued by an admitted surety insurer licensed by the California Department of Insurance, cash, cashier’s check or certified check shall accompany the bids. Bid securities shall be made in favor of the City of Madera.
2 Plans, Specifications, and all Addenda can be downloaded from the City of Madera’s PlanetBids Vendor Portal at https://pbsystem.planetbids.com/portal/54016/portal-home or on the City’s website by clicking on the link ‘City of Madera’s PlanetBids Vendor Portal’. Any printed hard copies of the plans, specifications, and all addenda shall be at the contractor’s expense. Bidders must be registered with planetbids.com in order to receive all bid documents, contract documents and addenda and be considered on the Planholder’s List.

In accordance with the provisions of Division 2, Part 5, Section 22300 of the Public Contract Code of the State of California, securities may be substituted for non-federal monies withheld on this Project.

In accordance with the provisions of Section 1770 of the Labor Code, the Director of the Department of Industrial Relations of the State of California has determined the general prevailing rates of wages and employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided by Section 1773.8 apprenticeship or other training programs authorized by Section 3093, and similar purposes applicable to the work to be done. These wage rates are on file with the City Engineer, City of Madera, and are incorporated herein by reference.

Federal minimum wage rates are available from the System for Award Management Web Page at https://sam.gov/wage-determination/CA20260018/4 If there is a difference between the federal minimum wage rates and the prevailing wage rates determined by the Director of Industrial Relations of the State of California for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. Ten days prior to bid opening, the City will check whether updated federal wage rates have been posted. If updated wage rates have been posted, City will issue an addendum notifying plan holders of the change. The final contract signed by the City and the Contractor will physically contain the federal wage rates as they exist on the tenth day prior to bid opening.

The City Council of the City of Madera reserves the right to reject any and all bids, and to waive any and all irregularities in any bid. The City shall not assume any liability or costs incurred by Bidders should the award of contract be canceled due to lack of financing.

BY ORDER OF THE CITY COUNCIL OF THE CITY OF MADERA.

ATTEST: /s/ Alicia Gonzales DATE: April 2026
City Clerk City of Madera
3 INFORMATION FOR BIDDERS
BIDS will be received by the City of Madera (herein called the “OWNER”) at the office of the City Engineer or electronically at the City of Madera’s PlanetBids vendor portal at 2:00 p.m., on May 7, 2026, and then at said office publicly opened and read aloud. The official bid stamp clock will be located at the Engineering Department at the above referenced address.

The work in general shall consist of saw-cutting, grading, new type A pavement, concrete work, and fog seal on Storey Road adjacent to the Millview Park/Sunrise Rotary Sports Complex.

Each BID must be submitted with all documents listed on the Bidder’s Checklist in a sealed envelope, addressed to the OWNER at Engineering Department, 428 East Yosemite Avenue, Madera, CA 93638. Each sealed envelope containing a BID must be plainly marked on the outside as bid for “Storey Road Shoulder Paving”, and the envelope should bear on the outside, the name of the BIDDER, his address, his Contractor’s license number, Registration number with Department of Industrial Relations and a statement “DO NOT OPEN UNTIL THE TIME OF BID OPENING”. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Engineering Department, 428 East Yosemite Avenue, Madera, CA 93638 and shall be clearly labeled as instructed for the enclosed BID.

All BIDS must be made on the required BID PROPOSAL forms. All blank spaces for BID prices must be filled in, in ink or typewritten, and the BID PROPOSAL forms must be fully completed and executed when submitted. Only one copy of the BID PROPOSAL form is required.

Contractor who has employees who will work on a City of Madera project is required to comply with all of the provisions of the Federal Immigration Reform and Control Act of 1986 (S.B. 1200; H.REP99-1000). This requirement includes compliance with all of the employee documentation provisions. Furthermore, the Contractor will make any employee documentation required to comply with the Act immediately available to the City upon its request for each individual employee working on a City of madera project.

Each Contractor and Subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by him in connection with the public work. Such records shall be certified and available for inspection at all reasonable hours at the principal office of the Contractor as required by Labor Code Section 1776.

The Contractor shall forfeit to the City as a penalty $50.00 per day for each workman paid less than the rate set forth in the wage determination of the Director of Industrial Relations. The Contractor shall keep an accurate record of all personnel employed under the various classifications listing the name, classification, and hourly rate of such personnel, which record shall be made available for inspection by the owner.
4 A pre-bid meeting is scheduled for April 28, 2026 at 2:00 pm at Madera Engineering Department, 428 East Yosemite Avenue, Madera, CA 93638. All bidders are invited to attend in person or electronically at https://cityofmadera.zoom.us/j/88367253145?pwd=RjFt6PharbfbCvBC96E3oUXZAe38Jq.1 and will have the opportunity to visit the project site at the end of the meeting.

The ENGINEER is the City Engineer of the City of Madera and the telephone number is (559) 661- 5418.

The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded within the specified period the time may be extended by mutual agreement between the OWNER and the BIDDER.

Any one or more of the following causes may be considered as sufficient for disqualification of a BIDDER and rejection of his proposal or proposals:
a. More than one proposal for the same work from an individual, partnership or corporation. b. Evidence of collusion among BIDDERS. Participants in such collusion will receive no recognition as BIDDERS for any future work of the OWNER until such participant hall have been reinstated as a qualified BIDDER.
c. Lack of competency and adequate machinery, plant or other equipment, as may be revealed by financial statement if required.
d. For unsatisfactory performance record as shown by past work for the OWNER, judged from the standpoint of workmanship and progress.
e. Prior commitments or obligations, which in the judgment of the OWNER might hinder or prevent the prompt completion of the work.
f. Failure to pay or satisfactorily settle all payments due for labor or materials on former contracts in force with the City of Madera at the time of letting the BID. g. Failure to comply with any qualifications regulation of the OWNER. h. Omission of proposal guaranty.

A BIDDER who claims a mistake in his BID must follow the procedures in Public Contract Code Division 2, Part 1, Chapter 5, et seq. in seeking relief of his BID.

BIDDERS must satisfy themselves as to the accuracy of the estimated quantities in the Bid Schedule by examination of the site and a review of the DRAWINGS and SPECIFICATIONS including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or the nature of the WORK to be done. 5 The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER, or any person shall not affect the risks, or obligations assumed by the CONTRACTOR or relieve the CONTRACTOR from fulfilling any of the conditions of the Contract.

Each BID must be accompanied by a Bid Bond payable to the OWNER for ten percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the bonds of all except the three lowest responsible BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The Bid Bond of the successful BIDDER will be retained until the Payment Bond and Performance Bond have been executed and approved, after which it will be returned. A certified or cashier's check may be used in lieu of a Bid Bond.

A Performance Bond and a Payment Bond, each in the amount of 100 percent of the CONTRACT PRICE, with a corporate bonding company licensed to transact such business in the State of California, with a current A.M. Best’s rating of not less than A: VII, will be required for the faithful performance of the Contract, or as approved by the City Attorney. The Payment Bond and Performance Bond must be issued by an admitted surety holding a certificate of authority to transact surety insurance in California issued by the Insurance Commissioner.

Attorneys-in-Fact who sign Bid Bonds or Payment Bonds and Performance Bonds must file with each bond a certified and effective dated copy of their power of attorney.

The party to whom the Contract is awarded will be required to execute the Agreement, obtain the Performance Bond and Payment Bond, and provide proof of carriage of insurance on the specified format within ten (10) calendar days from the date when the NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and Bond forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may, at his option, consider the BIDDER in default, in which case the Bid Bond accompanying the proposal shall become the property of the OWNER.

The party to whom the Contract is awarded will be required to meet the insurance requirements as specified in the Contract Documents and provide proof of carriage of insurance on the specified format prior to execution of the Agreement.

The OWNER, within fifteen (15) days of receipt of acceptable Insurance Forms, Performance Bond, Payment Bond and Agreement signed by the party to whom the Agreement was awarded, shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may, by written notice, withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.

The NOTICE TO PROCEED shall be issued within ten (10) days of the execution of the Agreement by the OWNER. Should there be reasons why the NOTICE TO PROCEED cannot be issued within such period; the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the NOTICE TO PROCEED has not been issued within the 10-day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party.
6 Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall not relieve any BIDDER from any obligation with respect to his BID.

Pursuant to the provisions of the Public Contract Code of the State of California, each BIDDER shall set forth in his proposal the name and location of the place of business of each subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the WORK in an amount in excess of ½ of 1% of the CONTRACTOR’S total BID, or, in the case of BIDS or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent of the prime CONTRACTOR’S total BID or ten thousand dollars ($10,000), whichever is greater, and the portion of the WORK which will be done by each subcontractor.

The OWNER may make such investigations as it deems necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the WORK contemplated therein. The CONTRACT will not be awarded to anyone on the debarred list of Contractors.

A conditional or qualified BID will not be accepted.

All applicable laws, ordinances, and the rule and regulations of all authorities having jurisdiction over construction of the PROJECT shall apply to the Contract throughout.

Prior to beginning any work, the CONTRACTOR shall secure a City of Madera Business License at his own cost and expense.

At the time of award, and in accordance with the provisions of Section 3300 of the Public Contract, the general contractor for this project shall have a Class A California State Contractor’s License issued in accordance with the provisions of the Contractors State License Law, California Business and Professions Code, Division 5, Chapter 9, as amended.

No bid submitted will be invalidated by the failure of the bidder to be licensed in accordance with the laws of the State. The Contract will not be awarded unless the CONTRACTOR has a valid license in the appropriate classification for the work performed. Failure of the bidder to obtain the required licensing for an award of Contract shall constitute a failure to execute the Contract and shall result in the forfeiture of the security of the bidder.

Department of Industrial Relations Annual Registration:
a. Beginning on March 1, 2015, pursuant to Labor Code Sections 1772 and 1771.1(b) – all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. b. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations. c. Beginning on April 1, 2015, pursuant to Labor Code Section 1725.5 – no Contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations.
7 d. Pursuant to Labor Code Section1771.4(a)(1) – all contractors and subcontractors must furnish Certified Payroll Records (CPRs) weekly to the Agency they are contracted with and file electronic certified payroll records weekly directly to the Labor Commissioner, Division of Labor Standards Enforcement (DLSE).
e. Pursuant to Labor Code Section 1776I – the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or forms that contain the same information as the forms provided by the division. A copy of DIR Form A-1-131 is included in the Appendix. f. Pursuant to Labor Code 1771.5 – the awarding agency shall withhold contract payments when payroll records are delinquent or inadequate.
g. Pursuant to Title 8 California Code of Regulations Section 16451(d)/Labor Code Section 1771.4(a) (2) – the contractor must post job Posters and Notices as required by Department of Industrial Relations and as required by other State agencies. h. Pursuant to Labor Code Section 1773.3 – the Public Agency must file a PWC 100 Form with the DIR within 5 days of the award of a public works project. PWC Form 100 will be amended to reflect changes in contract time. The DIR will also be notified within 5 days of the completion of project. A copy of DIR PWC Form 100 is included in the Appendix.

Contact Elliot Rescusin , City of Madera, Labor Compliance Officer, at (559) 661-5414 regarding labor compliance, certified payroll submittals and monitoring.

In bidding on this Project, it shall be the Bidders sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this contract and applicable law(s) in the Project bid.

Pursuant to Section 1777.1 of the Labor Code, the Labor Commissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project. This list of debarred contractors is available from the Department of Industrial Relations at www.dir.ca.gov/DLSE/Debar.html
The contractor, sub recipient or subcontractor 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 DOT-assisted contracts. 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 recipient deems appropriate. Each subcontract signed by the bidder must include this assurance.

This project is subject to the California Air Resources Board (CARB) In-Use Off-Road DieselFueled Fleets requirements found in California Code of Regulations, Title 13, Div. 3, Ch. 9, Art. 4.8, Sec. 2449 (“CARB Off-Road Regulations”). Bidders must submit valid Certificate(s) of Reported Compliance for itself and all designated subcontractor(s) that are using fleet(s) subject to the CARB Off-Road Regulations in performance of this contract.

Certificates of Reported Compliance are obtained through CARB’s Diesel Off-Road Online Reporting System (DOORS). For technical support, please contact CARB directly at 1-877-593-6677 or via email at [email protected].
8 Assurance Statement
The contractor, sub recipient or subcontractor 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 DOT-assisted contracts. 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 recipient deems appropriate. Each subcontract signed by the bidder must include this assurance.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
9 BID PROPOSAL
BIDDER’S CHECKLIST

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
SUBMIT THIS BIDDER’S CHECKLIST WITH YOUR BID DOCUMENTS. Bidders shall complete and submit all documents marked with an “X” in the “REQUIRED” column for bids to be considered responsive.

REQUIRED
[X] 1. BID PROPOSAL
[X] 2. BID SCHEDULE
[X] 3. SUBCONTRACTOR LISTING (In excess of ½ of 1%)
[X] 4. BID DEPOSIT attached to front of Proposal in the form of:
[ ] Certified Check [ ] Bidder’s Bond
[ ] Cashier’s Check [ ] Irrevocable Letter of Credit
[ ] Certificate of Deposit
[X] 5. CERTIFICATION (Comptroller General’s List)
[X] 6. NONCOLLUSION AFFIDAVIT
[X] 7. PUBLIC CONTRACT CODE
[X] 8. DEBARMENT AND SUSPENSION CERTIFICATION
[X] 9. EQUAL OPPORTUNITY CERTIFICATION – PRIME
[X] 10. EQUAL OPPORTUNITY CERTIFICATION - SUBCONTRACTOR [X] 11. NONLOBBYING CERTIFICATION
[X] 12. FEDERAL REQUIREMENTS FOR FEDERALLY ASSISTED CONSTRUCTION PROJECTS and

BUY AMERICA
[X] 13. BIDDER’S LIST OF SUBCONTRACTORS Exhibit 12-B
[X] 14. ADDENDA – Signature page of all Addenda issued
If one of the three lowest bidders, submit no later than 4:00 p.m. on the 3rd business day after bid opening:
[X] 15. CARB DOORS CERTIFICATE
[X] 16. LETTER FROM BIDDER THAT BIDDER WILL PERFORM NOT LESS THAN 30% OF THE TOTAL NET BID AMOUNT (ORIGINAL CONTRACT PRICE), excluding specialty items designated by the City on the bid proposal, to be submitted within three working days from the date of the bid opening.

SUBMITTED BY:

Name of Company ______________________ Contact Name __________________________ Address _________________________ City __________________ State _____ Zip ________ Phone No._________________________ Fax No.____________________ Documents required on the checklist but not included in the bid package may render your bid nonresponsive and ineligible for award. Bids received by the City of Madera by the scheduled bid opening time will be opened and publicly read but are subject to verification that all the required documents have been submitted.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
10 BID PROPOSAL FORM

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
Proposal of ____________________________ (hereinafter called “BIDDER”), organized and existing under the laws of the State of _________________, doing business as (an individual), or (a partnership), or (a corporation), to the City of Madera (hereinafter called “OWNER”):

In compliance with your advertisement for Bids, BIDDER hereby proposes to perform all work required for “Storey Road Shoulder Paving” in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.

By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.

BIDDER hereby agrees to commence work under this Contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT in Ninety (90) Calendar Days.

BIDDER further agrees to pay as liquidated damages, the sum of $3,500 for each consecutive calendar day thereafter, as provided in Section 1-17 of the General Conditions.

BIDDER acknowledges receipt of the following ADDENDA:

No. ______, dated ____________________, 2026
No. ______, dated ____________________, 2026
No. ______, dated ____________________, 2026
The undersigned, as BIDDER, declares that the only persons, or parties interested in this proposal as principals are those named herein; that this proposal is made without collusion with any other person, firm or corporation; that the BIDDER has carefully examined the location of the proposed work, the annexed proposed form of contract, and the plan therein referred to; and he proposes and agrees if this proposal is accepted, that the BIDDER will contract with the City of Madera to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract in the manner and time therein prescribed and according to the requirements of the OWNER as therein set forth, and that he will take in full payment therefor the following prices, to wit:

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
11 BID SCHEDULE

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
The following Bid Schedule lists the items necessary to complete the work. Bidder will fully complete the schedule including the total price of each item. If the total cost of any item or the Total Base Bid is inconsistent with the unit cost, the unit cost shall prevail. Payment of each item will be based on the actual quantity, except for those items bid lump sum and those items that are noted as fixed quantities.

Bid Schedule

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
Item Description
Unit of
Measure
Approx.

Quantity
Unit Price
($)
Total
Amount
($)
1 Mobilization, Bonds, Insurance & Permits LS 1
2 Traffic Control, Signage and Detours LS 1
3 Water Pollution Control Plan (WPCP) LS 1
4 SJVAPCD Dust and Emission Control Plan &
Implementations LS 1
5 Demolition, Clearing, Grubbing LS 1
6 Roadway Excavation & Subgrade Preparation (F) CY 935
7 Sawcutting LF 1,616
8 Asphalt Concrete, Type A TON 471
9 Class 2, Aggregate Base TON 1,098
10 10” Concrete Curb LF 647
11 Concrete Valley Gutter SF 2,589
12 Adjust Existing Utilities to Grade EA 13
13 Pavement Marking and Striping (F) LS 1
14 Misc. Facilities and Operations (F) LS 1
F = Final Pay Quantity P = Partial Pay S = Specialty Item TOTAL 1 THROUGH 14 Bid Schedule INCLUSIVE: $
Total Amount of Bid Schedule (in words) is ____________________________ ______________________ Dollars and ___ _____Cents.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
12 If this proposal shall be accepted and the undersigned shall fail to contract, as aforesaid, and to give the two bonds in the sums to be determined as aforesaid, with surety satisfactory to the Awarding Authority, with ten (10) days after the award of the contract, the Awarding Authorities, at its option, may determine that the BIDDER has abandoned the contract, and thereupon this proposal and the acceptance thereof shall be null and void, and the forfeiture of such security accompanying this proposal shall operate and the same shall be the property of the OWNER.

The final bid amount shall include local, state, and federal taxes.

Respectfully Submitted,
Date Signature
Title
Company
Address
License Number
Class
DIR Registration Number
Attest DIR Classification of Work
(Seal – if Bid is by a corporation)
BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
13 SUBCONTRACTORS
The following named subcontractors(s) will perform with labor, or otherwise render services to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent of the total BID presented herewith or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent of the prime Contractor’s total BID. Use subcontractor’s business name style as registered with the License Board. Name, location and description of work as REQUIRED by Section 4104 of the California Public Contract code.

SUBCONTRACTOR
Business Address
Class _______________ License No.

DIR Registration No. Classification of Workers
Item No. or Description of Work
Dollar Amount or Percentage of Total Bid

SUBCONTRACTOR
Business Address
Class _______________ License No.

DIR Registration No. Classification of Workers
Item No. or Description of Work
Dollar Amount or Percentage of Total Bid

SUBCONTRACTOR
Business Address
Class _______________ License No.

DIR Registration No. Classification of Workers
Item No. or Description of Work
Dollar Amount or Percentage of Total Bid

SUBCONTRACTOR
Business Address
Class _______________ License No.

DIR Registration No. Classification of Workers
Item No. or Description of Work
Dollar Amount or Percentage of Total Bid

SUBCONTRACTOR
Business Address
Class _______________ License No.

DIR Registration No. Classification of Workers
Item No. or Description of Work
Dollar Amount or Percentage of Total Bid
BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
14 BID BOND
KNOWN ALL MEN BY THESE PRESENT, that we, the undersigned, ___________________________________ as Principal, and ___________________________ as Surety, are hereby held and firmly bound unto _____________________________ as Owner in the penal sum of ____________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.

Signed, this _____ day of ____________________, 2026. The condition of the above obligation is such that whereas the Principal has submitted to _____________________________ a certain bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)

NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid.

Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. (L.S.) By_____________________________________
Principal
Surety
By:
(Seal and Notarial Acknowledge of Surety)
BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
15 CERTIFICATION
The Bidder certifies under penalty of perjury under the laws of the State of California that his/her business or the corporation is not listed on the Comptroller General’s list of ineligible bidders/contractors.

The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
16 NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of MADERA
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares 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 shall refrain 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.

The above Non-collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non-collusion Affidavit.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
17 PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In accordance 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 has _____, has not _____ been convicted within the preceding three years of any offences 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 Proposal. Signing this Proposal on the signature portion thereof shall also 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 accordance with the Public Contract Section 10162, the bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer, 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, explain the circumstances in the following space.

Public Contract Code 10232 Statement
In accordance with Public Contract Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court has been issued against the Contractor within the immediately preceding two (2) year period because of the Contractor’s failure to comply with an order of a federal court which orders the Contractor to comply with an order of National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false Certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
18 DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The Bidder, under penalty of perjury under the laws of the State of California, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
19 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION (PRIME)
The bidder, ___________________________________________________________________, hereby certifies that he has _____, has not ____, participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S.

Department of Labor.

The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.

This sheet must be completed and submitted electronically via PlanetBids by bidder, and separately for each proposed subcontractor. Separate sheets for bidder and for each subcontractor must be submitted with your bid to be accepted as complete.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
20 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION (SUBCONTRACTORS) The proposed Subcontractor, __________________________________________________, hereby certifies that he has _____, has not ____, participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.

Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Department of Labor.

The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
21 NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(1) 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 any Federal 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. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal 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 of Lobbying Activities,” (included on page 147 of these specifications) in accordance with its instructions.

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 Section 1352, Title 31, U.S. Code. 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.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
22 DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352

1. Type of Federal Action: 2. Status of Federal
Action:

3. Report Type:
☐ a. contract

☐ a. bid/offer/application ☐ a. initial
☐ b. grant ☐ b. initial award ☐ b. material change
☐ c. cooperative agreement ☐ c. post-award
☐ d. loan For Material Change Only:
☐ e. loan guarantee year ___ quarter _______
☐ f. loan insurance date of last report ________

4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Sub-awardee, Enter Name and Address of Prime:
☐ Prime ☐ Sub-awardee
Tier ______, if known
Congressional District, if known Congressional District, if known

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable _________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. Name and Address of Lobby Entity 11. Individuals Performing Services (If individual, last name, first name, MI) (including address if different from No. 10) (last name, first name, MI)
(attach Continuation Sheet(s) if necessary)

12. Amount of Payment (check all that apply) 14. Type of Payment (check all that apply) $____________ ☐ actual ☐ planned ☐a. retainer
☐b. one-time fee

13. Form of Payment (check all that apply): ☐c. commission ☐ a. cash ☐d. contingent fee
☐ b. in-kind; specify: nature __________ ☐e. deferred
Value ___________ ☐f. other, specify____________________

15. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 12:
(attach Continuation Sheet(s) if necessary)

16. Continuation Sheet(s) attached: ☐ Yes ☐No

17.Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his
transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information
will be reported to Congress semiannually and will be
available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.

Signature:____________________________________
Print Name: __________________________________
Title:________________________________________
Telephone No.: ________________ Date: _________
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
Standard Form LLL Rev. 09-12-97
BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
23 INSTRUCTIONS FOR COMPLETION OF SF-LLL,

DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence 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 a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in Item 4 checks “Subawardee” then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. Or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., “RFP-DE-90-001.”

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a).

Enter Last Name, First Name and Middle Initial (Ml).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned).

Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box. Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.

15. Check whether or not a continuation sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name title and telephone number.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
24 Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF» BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
25 FEDERAL REQUIREMENTS FOR FEDERALLY ASSISTED CONSTRUCTION PROJECTS The work herein proposed will be financed in whole or part with Federal funds from the Federal Highway Administration (FHWA).

The Bidder certifies under penalty of perjury under the laws of the State of California that it is aware of and will comply with all Federal requirements for projects funded by the FHWA including “Buy America” Certificate (see below). For specific requirements, see Section 3 of this bid specification.

The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certificate.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

BUY AMERICA REQUIREMENTS
Attention is directed to the “Buy America” requirements of the Surface Transportation Assistance Act of 1982 (Section 165) and the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA) Sections 1041(a) and 1048(a), and the regulations adopted pursuant thereto. In accordance with said law and regulations, all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed, pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating, galvanizing, painting, and any other coating that protects or enhances the value of such steel or iron materials shall be considered a manufacturing process subject to the “Buy America” requirements.

A Certificate of Compliance, conforming to the provisions in Section 6-1.07, “Certificates of Compliance,” of the CalTrans Standard Specifications, shall be furnished for steel and iron materials. The certificates, in addition to certifying that the materials comply with the specifications, shall also specifically certify that all manufacturing processes for the materials occurred in the United States, except for the exceptions allowed herein.

Theepartements imposed by said law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of such materials used does not exceed one-tenth of one percent (0.1%) of the total contract cost or $2,500, whichever is greater. The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of any foreign steel and iron prior to incorporating such materials into the work.

By signing this Bid Proposal on the signature page, the Bidder certifies that it will comply with the requirements of Section 165a of the Surface Transportation Assistance Act of 1982 and the regulation in 49 CFR 661.

A waiver from the Buy America Provisions may be sought by the City of Madera if grounds for a waiver exist.

BIDDER'S NAME: __________________________
(Submit with Bid Proposal)
26 CALIFORNIA AIR RESOURCES BOARD (CARB) OFF-ROAD DIESEL FLEET COMPLIANCE (DOORS

CERTIFICATION)
All contractors and subcontractors utilizing off-road diesel-fueled vehicles with 25 horsepower or greater, or most two-engine vehicles, on this public works project in California shall be in full compliance with the California Air Resources Board (CARB) In-Use Off-Road Diesel-Fueled Fleets Regulation (California Code of Regulations, Title 13, Section 2449 et seq.).

Effective January 1, 2024, prime contractors and public works awarding bodies are required to obtain and retain a fleet's valid Certificate of Reported Compliance from CARB's Diesel Off-Road Online Reporting System (DOORS) prior to awarding or entering into a contract for work on public works projects involving the use of such vehicles.

Bidders shall provide a copy of their firm's (and any proposed subcontractors') current and valid CARB "Certificate of Reported Compliance" for their off-road diesel fleet(s) no later than 4:00 p.m. on the 3rd business day after bid opening
The City reserves the right to verify the authenticity and validity of all submitted Certificates of Reported Compliance through the CARB DOORS system at http://www.arb.ca.gov/doors/compliance_cert1.html or by contacting the CARB DOORS Hotline.

The awarded Contractor shall maintain continuous compliance with all CARB Off-Road Diesel-Fueled Fleets Regulations throughout the duration of the contract and shall provide updated Certificates of Reported Compliance to the City throughout the project annually, or upon request, to demonstrate continued compliance.

Failure to provide a valid Certificate of Reported Compliance, or to maintain ongoing compliance, may result in the rejection of the bid, termination of the contract, and/or other penalties as permitted by law.

Exemptions:

If a bidder believes their fleet or operations are exempt from these requirements under CARB regulations (e.g., emergency operations as defined in Title 13 California Code of Regulations Section 2449(c)(18)), they must provide detailed documentation and justification for such exemption with their bid proposal for review and approval by the City.

The Bidder must place a check mark after “Yes”, “No”, or “N/A” in one of the boxes provided below.

CARB DOORS certification shall be submitted no later than 4:00 p.m. on the 3rd business day after bid opening
 Yes  Exempt
 N/A (no applicable vehicles will be used for this project.

If the answer is Exempt, explain the circumstances in the following space. 27 28
29 THIS PAGE INTENTIONALLY LEFT BLANK
30 AGREEMENT
THIS AGREEMENT, made this day of __ , 2026, between the City of Madera, hereinafter called “OWNER”, and , doing business as (an individual), or (a partnership), or (a corporation), hereinafter called “CONTRACTOR”.

WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned:

1. The CONTRACTOR shall commence and complete all WORK required for the STOREY ROAD SHOULDER PAVING, CITY PROJECT R-60, CMAQ 5157(114)

2. The CONTRACTOR shall furnish all of the material, supplies, tools, equipment, labor and other services necessary for the construction and completion of the WORK described herein.

3. The CONTRACTOR shall commence the WORK required by the CONTRACT DOCUMENTS within 10 calendar days after the date of the NOTICE TO PROCEED and will complete the same within the time period set forth in the CONTRACT DOCUMENTS. The CONTRACTOR shall submit a Payment Bond and Performance Bond in the amount of
$ , each and Insurance Certificates as specified in the CONTRACT DOCUMENTS prior to commencing any WORK.

4. The CONTRACTOR agrees to perform all of the WORK described in the DOCUMENTS for the unit and lump sum prices set forth in the Bid Schedule.

5. The term “CONTRACT DOCUMENTS” means and includes the following:
(A) Advertisement for Bids
(B) Information for Bidders
(C) Bid Proposal
(D) Bid Bond
(E) Agreement
(F) Payment Bond
(G) Performance Bond
(H) Insurance Requirements for Contractors
(I) General Conditions
(J) Special Conditions
(K) City of Madera Standard Specifications and Drawings (L) State Standard Plans and Specifications
(M) PLANS and SPECIFICATIONS prepared or issued by CITY OF MADERA, entitled ‘STOREY ROAD SHOULDER PAVING, CITY PROJECT R-60, CMAQ 5157(114)’ APRIL 2026
Addenda Nos. , dated
Addenda Nos. , dated
Addenda Nos. , dated
31 6. In the event the CONTRACTOR does not complete the WORK within the time limit specified herein or within such further time as authorized, the CONTRACTOR shall pay to the OWNER liquidated damages in the amount of Three Thousand Five Hundred Dollars ($3,500.00) per day for each and every calendar day delay in finishing the WORK beyond the completion date so specified.

7. The OWNER will pay to the CONTRACTOR in the manner and at such times as set forth in the General Conditions such amounts as required by the CONTRACT DOCUMENTS. In no event shall total compensation exceed $_________________ except as may otherwise be authorized in writing per Section 16. For any moneys earned by the CONTRACTOR and withheld by the OWNER to ensure the performance of the Contract, the CONTRACTOR may, at his request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Division 2, Part 5, Section 22300 of the Public Contract Code of the State of California.

8. In the event of a dispute between the OWNER and the CONTRACTOR as to an interpretation of any of the specifications or as to the quality or sufficiency of material or workmanship, the decision of the OWNER shall for the time being prevail and the CONTRACTOR, without delaying the job, shall proceed as directed by the OWNER without prejudice to a final determination by negotiation, arbitration by mutual consent or litigation, and should the CONTRACTOR be finally determined to be either wholly or partially correct, the OWNER shall reimburse him for any added costs he may have incurred by reason of work done or material supplied beyond the terms of the contract as a result of complying with the OWNER’S directions as aforesaid. In the event the CONTRACTOR shall neglect to prosecute the work properly or fail to perform any provisions of the CONTRACT, the OWNER, after three days written notice to the CONTRACTOR, may, without prejudice to any other remedy it may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due to the CONTRACTOR, subject to final settlement between the parties as in this paragraph herein above provided.
8A. CLAIMS RESOLUTION PROCESS FOR DISPUTES.

It is the intent of this Contract that disputes regarding the Contract be resolved promptly and fairly between the Contractor and the Owner. However, it is recognized that some disputes will require detailed investigation and review by one or both parties before a determination and resolution can be reached. For the protection of the rights of both the Contractor and the Owner, the following provisions are provided for the resolution of disputes which cannot be resolved by the Owner and the Contractor within three business days after either party gives verbal notice of dispute or potential dispute to the other's attention and prior to the commencement of such work.

The following provisions are intended by Contractor and Owner to comply with Public Contract Code Sections 9204 and 20104 et. seq.

A. Claims:

The term “claim” refers to a separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:

1. A time extension, including, without limitation, for relief from damages or penalties for delay assessed by Owner under this Contract.

2. Payment by the Owner of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled.

3. Payment of an amount that is disputed by the Owner.
32 B. The Claim Must Be Timely and in Writing:

For all claims the claim must be in writing and include the documents necessary to substantiate the claim. A notice of potential claim must be filed within five (5) business days of Contractor’s completion of work that is a potential claim. Notice of an actual claim must be filed on or before the date of final payment.

C. Receipt of Claim by Owner:

Upon receipt of a claim pursuant to this section, the Owner will conduct a reasonable review of the claim and, within a period not to exceed 45 days from the date of receipt, will provide the Contractor with a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, Owner and Contractor may, by mutual agreement, extend the time period provided in this section.

The Contractor shall furnish reasonable documentation to support the claim. If additional information is thereafter required, it shall be requested and provided upon mutual agreement by the Owner and the Contractor. The District's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation.

D. City Council Approval:

If the Owner needs approval from the City Council to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the Owner shall have up to three days following the next duly publicly noticed regular meeting of the City Council after the 45-day period or extension expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

E. Payment of Claim:

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the Owner issues its written statement. If the Owner fails to issue a written statement, paragraph F below shall apply.

F. Meet and Confer:

If the Contractor disputes the Owner’s written response, or if the Owner fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the Owner shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the Owner shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the Owner issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the Owner and the Contractor sharing the associated costs equally. 33 The Owner and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.

Under this Contract, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.

Any mediation utilized shall conform to the timeframes in this section.

Unless otherwise agreed to by the Owner and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.

If mediation as set forth above does not resolve the parties’ dispute, the parties will proceed to arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program.

G. Filing a Government Code Written Claim Notice:

Following the meet and confer conference, if the claim or any portion remains in dispute, the Contractor may file a claim under the Torts Claims Act as provided in Chapter 1 (commencing with Section 900) and Chapter 2 commencing with Section 910) of Part 3 of Division

3.6 of Title 1 of the Government Code Section 900.

H. Owner’s Failure to Respond to Claim:

Failure by the Owner to respond to a claim from Contractor within the time periods described above or to otherwise meet the time requirements set forth above shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the Owner’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor.

I. Reserved.

J. Subcontractor Claims:

If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against Owner because privity of contract does not exist, the Contractor may present to the Owner a claim on behalf of a subcontractor or lower tier subcontractor. For purposes of this paragraph, the term “subcontractor’ means any type of subcontractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with the Contractor or is a lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the Owner shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the Owner and, if the original contractor did not 34 present the claim, provide the subcontractor with a statement of the reasons for not having done so.

K. Filing of Action on Unresolved Claims:

The parties shall follow the procedures set forth in Public Contracts Code Section 20104.4 if an action is filed to resolve claims under the foregoing provisions. Any action shall be filed in Madera County.

9. Attention is directed to Section 1735 of the Labor Code, which reads as follows:
“No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical conditions, marital status, or sex of such persons except as provided in Section 12940 of the Government Code, and every contractor for public works violating this section is subject to all the penalties imposed for by violation of this chapter”.

10. In accordance with the provisions of Article 5, Chapter l, Part 7, Division 2 (commencing with Section 1860) and Chapter 4, Part l, Division 4 (commencing with Section 3700) of the Labor Code of the State of California, the CONTRACTOR is required to secure the payment of compensation to his employees and shall for that purpose obtain and keep in effect adequate Worker’s Compensation Insurance.

The undersigned CONTRACTOR is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against Liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the WORK of this Agreement.

11. The CONTRACTOR shall comply with Part 7, Chapter l, Article 2, Section 1775 of the Labor Code of the State of California. The CONTRACTOR shall, as a penalty to the OWNER, forfeit fifty dollars ($50.00) for each calendar day, or portion thereof, for each workman paid less than the prevailing rates for such work or craft in which such workman is employed for any public work done under the Contract by him or by any SUBCONTRACTOR under him. The difference between such prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than a prevailing wage rate, shall be paid to each workman by the CONTRACTOR.

12. The CONTRACTOR shall comply with Part 7, Chapter l, Article 2, Section 1776 of the Labor Code of the State of California. The CONTRACTOR shall keep and require that all SUBCONTRACTORS keep accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice worker or other employee employed by him in connection with public work. Such payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of the CONTRACTOR by the OWNER, its officers and agents and to the representatives of the Division of Labor Law Enforcement of the State Department of Industrial Relations. In the event of non-compliance with the requirements of Section 1776, the CONTRACTOR shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the CONTRACTOR must comply. Should non-compliance still be evident after the ten (10) day period, the CONTRACTOR shall, as a penalty to the OWNER forfeit twenty-five dollars ($25.00) for each calendar day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. 35 13. Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the CONTRACTOR or any SUBCONTRACTOR under him. It is the CONTRACTOR’S responsibility to ensure compliance by both itself and all SUBCONTRACTORS.

Section 1777.5 provides, in part, as follows:

The CONTRACTOR or SUBCONTRACTOR, if he is covered by this section, upon the issuance of the approval certificate, or if he has been previously approved in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeyman stipulated in the apprenticeship standards. Upon proper showing by the CONTRACTOR that he employs apprentices in the craft or trade in the State on all of his/her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by a journeyman, or in the land surveyor classification, one apprentice for each five journeyman, the Division of Apprenticeship Standards may grant a certification exempting the CONTRACTOR from the one (1) to five (5) hourly ratio as set forth in this section. This section shall not apply to contracts of general CONTRACTORS or to contracts of specialty contractors not bidding for work through a general or prime CONTRACTOR, when the contracts of general CONTRACTORS, or those specialty CONTRACTORS involve less than thirty thousand dollars ($30,000).

Any work performed by a journeyman in excess of eight hours per day or forty (40) hours per week shall not be used to calculate the hourly ratio required by this section.

Apprenticeable craft or trade, as used in this section, shall mean a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the Apprenticeship Council. The joint apprenticeship committee shall have the discretion to grant a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting a CONTRACTOR from the 1 to 5 ratio set forth in this section when it finds that any one of the following conditions is met:
(a) In the event unemployment for the previous three month period in such area exceeds an average of 15 percent, or
(b) In the event the number of apprentices in training in such area exceeds a ratio of 1 to 5, or (c) If there is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either (1) on a statewide basis, or (2) on a local basis, or
(d) If assignment of an apprentice to any work performed under a public works contract would create a condition which should jeopardize his life or the life, safety, or property of fellow employees, or the public at large or if the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

When such exemptions are granted to an organization which represents CONTRACTORS in a specific trade from the 1 to 5 ratio on a local or statewide basis the member CONTRACTORS will not be required to submit individual applications for approval to local joint apprenticeship committees, provided they are already covered by the local apprenticeship standards.

The CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in apprenticeable trade on such contracts and if other CONTRACTORS on the public work site are making such contributions. The CONTRACTOR, and any SUBCONTRACTOR under him, shall comply with the 36 requirements of Sections 1777.5 and 1777.6 of the Labor Code in the employment of apprentices.

Information relative to number of apprentices, identifications, wages, hours of employment and standards of working conditions shall be obtained from the Division of Apprenticeship Standards.

Consult the white pages of your telephone directory under California, State of, Industrial Relations, Apprenticeship Standards, for the telephone number and address of the nearest office. Willful failure by the CONTRACTOR to comply with the provisions of Sections 1777.5 will subject the CONTRACTOR to the penalties set forth in Section 1777.7 of the Labor Code.

14. Pursuant to California Labor Code Section 1813, eight hours in any one calendar day and forty (40) hours in any calendar week shall be the maximum hours any workman is required or permitted to work, except in cases of extraordinary emergency caused by fires, flood, or danger to life and property. The CONTRACTOR doing the work, or his duly authorized agent, shall file with OWNER a report, verified by his oath, setting forth the nature of the said emergency, which report shall contain the name of said worker and the hours worked by him on the said day, and the CONTRACTOR and each SUBCONTRACTOR shall also keep an accurate record showing the names and actual hours worked of all workers employed by him in connection with the work contemplated by this Agreement, which record shall be open at all reasonable hours to the inspection of the OWNER, or its officer or agents and to the Chief of all Division of Labor Statistics and Law Enforcement of the Department of Industrial Relations, his deputies or agents; and it is hereby further agreed that said CONTRACTOR shall forfeit as a penalty to the OWNER the sum of Twenty-Five Dollars ($25.00) for each laborer, workman or any SUBCONTRACTOR under him for each calendar day during which such laborer, workman or mechanic is required or permitted to labor more than eight (8) hours in violation of this stipulation.

Overtime and shift work may be established as a regular procedure by the CONTRACTOR with reasonable notice and written permission of the OWNER. No work other than overtime and shift work established as a regular procedure shall be performed between the hours of 6:00 P.M. and 7:00 A.M. nor on Saturdays, Sundays or holidays except such work as is necessary for the proper care and protection of the work already performed or in case of an emergency.

15. The CONTRACTOR shall comply with Division 2, Chapter 4, Part 1 of the Public Contract Code relating to subletting and subcontracting, specifically included but not limited to Sections 4104, 4106, and 4110, which by this reference are incorporated into this Agreement as though fully set forth herein.

16. The CONTRACTOR and the OWNER agree that changes in this Agreement or in the work to be done under this Agreement shall become effective only when written in the form of a supplemental agreement or change order and approved and signed by the OWNER and the CONTRACTOR. It is specifically agreed that the OWNER shall have the right to request any alterations, deviations, reductions or additions to the contract or the plans and specifications or any of them, and the amount of the cost thereof shall be added to or deducted from the amount of the contract price aforesaid by fair and reasonable valuations thereof.
37 This contract shall be held to be completed when the work is finished in accordance with the original plans and specifications as amended by such changes. No such change or modification shall release or exonerate any surety upon any guaranty or bond given in connection with this contract.

17. 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, and 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 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 caused by the sole active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then 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.

Contractor obligations under this section apply regardless of whether or not 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 City under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless 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 instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

Contractor agrees to obtain or cause to be obtained executed defense and indemnity agreements with provisions identical to those set forth in this Section from each and every Subcontractor and Subconsultant, of every Tier. In the event the Contractor fails to do so, Contractor agrees to be fully responsible to provide such defense and indemnification according to the terms of this Section.

18. Contractor must comply with the insurance requirements as described in the section “INSURANCE REQUIREMENTS FOR CONTRACTOR”, pages 47-48 of the Contract Documents.

19. Amendments- Any changes to this Agreement requested by either City or [Name of Successful Bidder]. may only be effected if mutually agreed upon in writing by duly authorized representatives of the parties hereto. This Agreement shall not be modified or amended or any rights of a party to it waived except by such writing.

20. Termination.

A. This Agreement may be terminated at any time by either party upon fifteen (15) calendar days written notice. In the event the Agreement is terminated by either party, [Name of Successful Bidder] shall be compensated for services performed to the date of termination based upon the compensation rates and subject to the maximum amounts payable agreed to together with such 38 additional services performed after termination which are authorized in writing by the City representative to wind up the work performed to date of termination.

B. City may immediately suspend or terminate this Agreement in whole or in part by written notice where, if in the determination of City, there is:

1. An illegal use of funds by [Name of Successful Bidder];

2. A failure by [Name of Successful Bidder]to comply with any material term of this Agreement;

3. A substantially incorrect or incomplete report submitted by [Name of Successful Bidder] to City.

In no event shall any payment by City or acceptance by [Name of Successful Bidder] constitute a waiver by such party of any breach of this Agreement or any default which may then exist on the part of either party. Neither shall such payment impair or prejudice any remedy available to either party with respect to such breach or default. City shall have the right to demand of [Name of Successful Bidder] the repayment to City of any funds disbursed to [Name of Successful Bidder] under this Agreement which, as determined by the appropriate court or arbitrator, were not expended in accordance with the terms of this Agreement.

Notice of termination shall be mailed to the City:

City of Madera
Engineering Department
428 E. Yosemite Avenue
Madera, Ca 93638
To the Contractor [Name of Successful Bidder]
Notices. All notices and communications from the [Name of Successful Bidder] shall be to City's designated Project Manager or Principal-In-Charge. Verbal communications shall be confirmed in writing. All written notices shall be provided and addressed as soon as possible, but not later than thirty (30) days after termination.

21. Compliance With Laws- City shall comply with all Federal, State and local laws, ordinances, regulations and provisions applicable in the performance of City’s services.

Wherever reference is made in this Agreement to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards or codes current on the effective date of this Agreement shall apply, unless otherwise expressly stated.

22. Attorneys’ Fees/Venue- In the event that any action is brought to enforce the terms of this Agreement, the party found by the court to be in default agrees to pay reasonable attorneys’ fees to the successful party in an amount to be fixed by the Court. The venue for any claim being brought for breach of this Agreement shall be in Madera County or as appropriate in the U.S. District Court for the Eastern District of California, located in the City of Fresno.

23. Governing Law- The laws of the State of California shall govern the rights and obligations of the parties under the Agreement, including the interpretation of the Agreement. If any part of the Agreement is adjudged to be invalid or unenforceable, such invalidity shall not affect the full force and effect of the remainder of the Agreement.
39 24. City’s Authority- Each individual executing or attesting to this Agreement on behalf of the City hereby covenants and represents: (i) that he or she is duly authorized to execute or attest and deliver this Agreement on behalf of such corporation in accordance with a duly adopted resolution of the corporation’s articles of incorporation or charter and bylaws; (ii) that this Agreement is binding upon such corporation; and (iii) that Contractor is a duly organized and legally existing municipal corporation in good standing in the State of California.

25. Contractor’s Legal Authority - Each individual executing or attesting this Agreement on behalf of [Name of Successful Bidder] hereby covenants and represents: (i) that he or she is duly authorized to execute or attest and deliver this Agreement on behalf of such corporation in accordance with such corporation’s articles of incorporation or charter and by-laws; (ii) that this Agreement is binding upon such corporation; and (iii) that [Name of Successful Bidder] is a duly organized and legally existing corporation in good standing in the State of California.

26. Remedies for Default. Failure by a party to perform any term, condition or covenant required of the party under this Agreement shall constitute a “default” of the offending party under this Agreement. In the event that a default remains uncured for more than ten (10) days following receipt of written notice of default from the other party, a "breach" shall be deemed to have occurred. Any failure or delay by a party in asserting any of its rights and remedies as to any default shall not operate as a waiver of any default or of any rights or remedies associated with a default.

27. Independent Contractor. In performance of the work, duties, and obligations assumed by the Contractor under this Agreement, it is mutually understood and agreed that the City, including any and all of City’s officers, agents and employees will, at all times, be acting and performing as an independent contractor, and shall act in an independent capacity and not as an officer, agent, servant, employee, joint venturer, partner, or associate of City. Furthermore, City shall have no right to control or supervise or direct the manner or method by which City shall perform its work and functions. The City shall comply with all applicable provisions of law and the rules and regulations, if any, of governmental authorities having jurisdiction over the subject matter hereof.

Because of its status as an independent contractor, City shall have absolutely no right to employment rights and benefits available to City employees. City shall be solely liable and responsible for providing to, or on behalf of, its employees all legally required employee benefits. In addition, City shall be solely responsible and hold City harmless from all matters relating to payment of City’s employees, including compliance with Social Security, withholding and all other regulations governing such matters. It is acknowledged that during the term of this Agreement, City may be providing services to others unrelated to City or to this Agreement.

28.Sole Agreement- This instrument constitutes the sole and only Agreement between City and [Name of Successful Bidder] in connection to the Project and correctly sets forth the obligations of the City and [Name of Successful Bidder] to each other as of its date. Any Agreements or representations in connection with the Project, not expressly set forth in this instrument are null and void.

29. Assignment-Neither the [Name of Successful Bidder] nor City will assign its interest in this Agreement without the written consent of the other.
40 30. Caltrans is required by 23 code of Federal Regulations (CFR), part 200, Section 200.9 (b)(7) to conduct reviews of sub-recipients (Local Agencies) of federal-aid to ensure compliance with Title VI of the Civil Rights Act of 1964 and the relates statues (Title VI) through the requirements under the Federal Highway Administration (FHWA), the U.S. Department of Transportation (USDOT), and the U.S.

Department of Justice (USDOJ) regulations and guidance materials related to the implementation of Title VI.

The scope of the process reviews conducted by Caltrans focuses on the Local Agency’s adherence to the FHWA’s Title VI Program (Race, Color and National Origin) and the related statues protecting additional classes as required under
• Federal-Aid Highway Act of 1973 (Sex)
• The Age Discrimination Act of 1975 (Age), and
• The Americans with Disabilities Act of 1990 (ADA)(Disability) and Section 504 of the Rehabilitation Act of 1973 (Disability).

31. This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns.
41 IN WITNESS WHEREOF the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement on the date first above written.

City of Madera
Herein Called OWNER
By:

Cecelia K. Gallegos, Mayor
APPROVE AS TO FORM:

Shannon L. Chaffin, City Attorney
ATTEST:

Alicia Gonzales, City Clerk
BY:

Herein Called CONTRACTOR
BY:

Federal Tax I.D. No.

Contractor License Number

DIR Registration Number
Attachment A) General Wage Decision No. ________.

Attachment B) Form FHWA 1273 required to be incorporated into all contracts with Contractors and Subcontractors.

NOTE: This Notary Acknowledgment on the following page is required for verification of Contractor’s signature.
42 Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )
County of ______________ )
On ______________, 2026 before me, ______________________________________ (insert name and title of officer)
Personally appeared __________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ___________________________________ (Seal)
43 PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that

(Name of Contractor)

(Address of Contractor)
a , hereinafter called Principal,
(Corporation, Partnership or Individual)
(Name of Surety)
(Address of Surety)
hereinafter call Surety, are held and firmly bound unto City of Madera
(Name of Owner)
428 East Yosemite Avenue, Madera CA 93638
(Address of Owner)
hereinafter called OWNER, in the penal sum of _________________________________________ Dollars, ($ ) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents, and also by the provisions of Part 2, Title 14, Chapter 2 of the California Code of Civil Procedure (Section 995.010, et seq.) and of Section 3247, et seq. of the California Civil Code.

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the day of , YYYY a copy of which is hereto attached and made a part hereof for the construction of:

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
NOW, THEREFORE, if the Principal and all subcontractors shall promptly make payment to all mechanics, material men, contractors, subcontractors, lessors of equipment, artisans, architects, registered engineers, licensed land surveyors, machinists, builders, teamsters and laymen and all persons and laborers of every class performing labor upon or bestowing skill or necessary services on or furnishing materials or leasing equipment to be used or consumed in or furnishing appliances, teams or power contributing to the work described in the above mentioned contract, and to any other persons named in Section 3181 of the California Civil Code, and of amounts due under the Employment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld and paid over the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance code, with respect to such work and labor, then this obligation shall be null and void: otherwise it shall remain in full force and effect.

PROVIDED FURTHER, that this obligation shall inure to the benefit of all persons named in Section 3181 of the California Civil code, and all such claimants and their assigns shall have a right of action in any suit brought upon this bond.
44 PROVIDED FURTHER, that no suit, action or other proceeding to recover on this bond shall be maintained unless commenced within six (6) months from the completion of the work described in the above mentioned contract, as “completion” is defined in Section 3086 of the California Civil Code.

PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract of accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in THRE counterparts, each one of which shall be deemed an original, this the ________ day of ________, 2026.

ATTEST:

Principal
BY: _________________________________(s)
(Principal) Secretary
(Seal)
(Witness as to Principal) (Address)
ATTEST:
(Surety) Secretary (Surety)
(SEAL)
BY:

(Name of Contractor)

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the day of , 2026 a copy of which is hereto attached and made a part hereof for the construction of:

STOREY ROAD SHOULDER PAVING
CITY PROJECT R-60, CMAQ CML 5157 (114)
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be null and void: otherwise it shall remain in full force and effect.

PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
46 IN WITNESS WHEREOF, this instrument is executed in THREE counterparts, each one of which shall be deemed an original, this the __________ day _________ 2026.

ATTEST:

Principal
BY: _________________________________(s)
(Principal) Secretary
(Seal)
(Witness as to Principal) (Address)
ATTEST:
(Surety) Secretary (Surety)
(SEAL)
BY:

Witness as to Surety Attorney in Fact
(Address) (Address)
NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners should execute Bond.
47 INSURANCE REQUIREMENTS FOR CONTRACTORS
Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide, and continuously maintain at its own expense during the term of the Agreement, and shall require any and all Subcontractors and Subconsultants of every Tier to obtain and maintain, policies of insurance of the type and amounts described below and in form satisfactory to the City.

Minimum Scope and Limits of Insurance
▪ Contractor shall maintain limits no less than: $2,000,000 General Liability (including operations, products and completed operations) per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability. Coverage shall be at least as broad as Insurance Services Office (ISO) Commercial General Liability coverage form CG 00 01. General liability policies shall be endorsed using ISO forms CG 20 10 and CG 20 37 to provide that the City and its officers, officials, employees and agents shall be additional insureds under such policies. ▪ $2,000,000 Automobile Liability combined single limit per accident for bodily injury or property damage at least as broad as ISO Form CA 00 01 for all activities of Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles. Automobile Liability policies shall be endorsed to provide that the City and its officers, officials, employees and agents shall be additional insureds under such policies.
▪ Worker’s Compensation as required by the State of California and $1,000,000 Employer’s Liability per accident for bodily injury or disease. Contractor shall submit to the City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, it’s officers, agents, employees, and volunteers.

Maintenance of Coverage
Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees, subcontractors or subconsultants as specified in this Agreement.

Proof of Insurance
Contractor shall provide to the City certificates of insurance and endorsements, as required, as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by the City prior to commencement of performance. Current evidence of insurance shall be kept on file with the City at all times during the term of this Agreement. Agency reserves the right to require complete, certified copies of all required insurance policies, at any time.

Acceptable Insurers
All insurance policies shall be issued by an insurance company currently authorized by the Insurance commissioner to transact business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and a Financial Size Category Class VII (or larger), in accordance with the latest edition of Best’s Key Rating Guide.
48 Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, agents, officials, employees, and volunteers, or shall specifically allow Contractor, or others providing insurance evidence in compliance with these specifications, to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City and shall require similar written express waivers and insurance clauses from each of its subconsultants or subcontractors.

Enforcement of Contract Provisions (non estoppel)
Contractor acknowledges and agrees that any actual or alleged failure on the part of the Agency to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City, nor does it waive any rights hereunder.

Specifications not Limiting
Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If Contractor maintains higher limits than the minimums required above, the entity shall be entitled to coverage at the higher limits maintained by Contractor.

Notice of Cancellation
Contractor agrees to oblige its insurance agent or broker and insurers to provide to the City with thirty (30) calendar days notice of cancellation (except for nonpayment for which ten (10) calendar days notice is required) or nonrenewal of coverage for each required coverage.

Self-insured Retentions
Any self-insured retentions must be declared to and approved by the City. The City reserves the right to require that self-insured retentions be eliminated, lowered or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the City’s Risk Manager.

Timely Notice of Claims
Contractor shall give the City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.

Additional Insurance
Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgement may be necessary for its proper protection and prosecution of the Work.
49 HOLD HARMLESS AND INDEMNIFICATION AGREEMENT
Contractor shall indemnify, defend and hold harmless, CITY OF MADERA, AND ITS OFFICERS, OFFICIALS, EMPLOYEES AND AGENTS OF THE ABOVE from and against all claims, damages, losses and expenses including attorney fees arising out of the performance of the work described herein, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, except where caused by the active negligence, sole negligence, or willful misconduct of the Entity. 50 THIS PAGE INTENTIONALLY LEFT BLANK
51 SECTION 1

GENERAL CONDITIONS
1-1 DEFINITIONS – Wherever used in the CONTRACT DOCUMENTS, the following terms shall have the meanings indicated, which shall be applicable to both the singular and plural thereof:

AASHTO – American Association of State Highway and Transportation Officials, current designation as of the Bid date unless otherwise indicated.

ACCEPTANCE – Project approved by Resolution or Minute Order of City Council of Madera.

ADDENDA – Written or graphic instruments issued prior to the execution of the Agreement which modify or interpret the CONTRACT DOCUMENTS, DRAWINGS and SPECIFICATIONS, by additions, deletions, clarifications or corrections.

ANSI – American National Standards Institute, current designation as of the Bid date unless otherwise.

ASME – American Society of Mechanical Engineers, current designation as of the Bid date unless otherwise indicated.

ASTM – American Society for Testing Materials, current designation as of the Bid date unless otherwise indicated.

AWWA – American Water Works Association, current designation as of the Bid date unless otherwise specified.

BID – The offer or proposal of the BIDDER submitted on the prescribed form setting forth the prices for the WORK to be performed.

BIDDER – Any person, firm or corporation submitting a BID for the WORK.

BONDS – Bid, Performance and Payment Bonds and other instruments of security, furnished by the CONTRACTOR and his surety in accordance with the CONTRACT DOCUMENTS.

BUSINESS LICENSE – A City of Madera Business License required for payment of the business tax based on gross receipts.

CALENDAR DAY – Each and every day of the year, including weekends and holidays.

CHANGE ORDER – A written order to the CONTRACTOR authorizing an addition, deletion or revision in the WORK within the general scope of the CONTRACT DOCUMENTS, or authorizing an adjustment in the CONTRACT PRICE or CONTRACT TIME.

COMPLETION – That date as certified by the ENGINEER when the construction of the PROJECT or a specified part thereof is sufficiently completed, in accordance with the CONTRACT DOCUMENTS so that the PROJECT or specified part can be utilized; or the purposes for which it is intended.
52 CONTRACT DOCUMENTS – The Contract, including Advertisement for Bids, Information for Bidders, BID, including Bid Representations and Certifications, Bid Bond, Agreement, Payment Bond, Performance Bond, NOTICE OF AWARD, NOTICE TO PROCEED, CHANGE ORDER, General Conditions, Special Conditions, SPECIFICATIONS, DRAWINGS AND ADDENDA.

CONTRACT PRICE – The total moneys payable to the CONTRACTOR under the terms and conditions of the CONTRACT DOCUMENTS.

CONTRACT TIME – The number of calendar days stated in the CONTRACT DOCUMENTS for the completion of the WORK.

CONTRACTOR – The person, firm or corporation with whom the OWNER has executed the Agreement.

DRAWINGS – The part of the CONTRACT DOCUMENTS which shows the characteristics and scope of the WORK to be performed and which have been prepared or approved by the CITY ENGINEER.

ENGINEER – The City Engineer of the City of Madera, California FIELD ORDER – A written order effecting a change in the WORK not involving an adjustment in the CONTRACT PRICE or an extension of the CONTRACT TIME, issued by the ENGINEER to the CONTRACTOR during construction.

IEEE – Institute of Electrical and Electronics Engineers, current designation as of the Bid date unless otherwise indicated.

NEC – National Electric Code, current designation as of the Bid date, unless otherwise indicated.

NEMA – National Electrical Manufacturers Association, current designation as of the Bid date unless otherwise indicated.

NOTICE OF AWARD – The written notice of the acceptance of the BID from the OWNER to the successful BIDDER.

NOTICE TO PROCEED – Written communication issued by the OWNER to the CONTRACTOR authorizing him to proceed with the WORK and establishing the date of commencement of the WORK.

OWNER – The City of Madera, for whom the WORK is to be performed.

PROJECT – The undertaking to be performed as provided in the CONTRACT DOCUMENTS.

SHOP DRAWINGS – All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the CONTRACTOR, a SUBCONTRACTOR, manufacturer, supplier or distributor, which illustrate how specific portions of the WORK shall be fabricated or installed.

SJVAPCD – San Joaquin Valley Air Pollution Control District 53 SPECIFICATIONS – A part of the CONTRACT DOCUMENTS consisting of written descriptions of a technical nature of materials, equipment, construction systems, standards and workmanship.

STATE STANDARD SPECIFICATIONS – State of California, Department of Transportation Standard Specifications, 2018 Edition. Metric units shall be converted to English unit equivalents where applicable.

CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS – FHWA’s MUTCD 2014 Edition, as approved for use in California.

SUBCONTRACTOR – An individual, firm or corporation having a direct contract with the CONTRACTOR or with any other SUBCONTRACTOR for the performance of a part of the WORK at the site.

SUPPLIER – Any person or organization who supplies materials or equipment for the WORK, including that fabricated to a special design, but who does not perform labor at the site.

SWPPP – Storm Water Pollution Prevention Plan on file with the City Engineer.

UNI – Uni-Bell Plastic Pipe Association, current designation as of the Bid date unless otherwise specified.

WORK – All labor necessary to produce the construction required by the CONTRACT DOCUMENTS, and all materials and equipment incorporated or to be incorporated in the PROJECT.

WRITTEN NOTICE – Any notice to any party of the Agreement relative to any part of this Agreement in writing and considered delivered and the service thereof completed, when posted by certified or registered mail to the said party at his last given address, or delivered in person to said party or his authorized representative on the WORK. 1-2 ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS – The CONTRACTOR may be furnished additional instructions and detail drawings by the ENGINEER, as necessary to carry out the WORK required by the CONTRACT DOCUMENTS.

The additional drawings and instructions thus supplied will become a part of the CONTRACT DOCUMENTS. The CONTRACTOR shall carry out the WORK in accordance with the additional detail drawings and instructions.
1-3 SCHEDULES, REPORTS AND RECORDS – The CONTRACTOR shall submit to the OWNER such schedules, reports, records and other data as the OWNER may request concerning WORK performed or to be performed.

Prior to the first partial payment estimate, the CONTRACTOR shall submit schedules showing the order in which he proposes to carry on the WORK, including dates at which he will start the various parts of the WORK, estimated date of completion of each part and, as applicable, the dates at which special detail drawings will be required, and respective dates for submission of SHOP DRAWINGS, the beginning of manufacture, the testing and the installation of materials, supplies and equipment. The CONTRACTOR shall also submit a schedule of payments that he anticipates he will earn during the course of the WORK. The CONTRACTOR shall not be entitled 54 to any payment until he has submitted the schedule, reports and records required under this Section. The CONTRACTOR shall revise or update the schedule whenever requested to do so by the ENGINEER.
1-4 DRAWINGS AND SPECIFICATIONS – The intent of the DRAWINGS and SPECIFICATIONS is that the CONTRACTOR shall furnish all labor, materials, tools, equipment, and transportation necessary for the proper execution of the WORK in accordance with the CONTRACT DOCUMENTS and all incidental work necessary to complete the PROJECT in an acceptable manner, ready for use, occupancy or operation by the OWNER.

In case of conflict between the DRAWINGS and SPECIFICATIONS, the SPECIFICATIONS shall govern. Figure dimensions on DRAWINGS shall govern over scale dimensions, and detailed DRAWINGS shall govern over general DRAWINGS. Any discrepancies found between the DRAWINGS AND SPECIFICATIONS and site conditions or any inconsistencies or ambiguities in the DRAWINGS or SPECIFICATIONS shall be immediately reported to the ENGINEER, in writing, who shall promptly correct such inconsistencies or ambiguities in writing. WORK done by the CONTRACTOR after his discovery of such discrepancies, inconsistencies or ambiguities shall be done at the CONTRACTOR’S risk.

The CONTRACTOR shall furnish, free of charge, all copies of DRAWINGS AND SPECIFICATIONS reasonably necessary for the execution of the WORK. The CONTRACTOR shall keep one copy of all current DRAWINGS AND SPECIFICATIONS on the job site, in good order, available to the ENGINEER and his representatives.

ALL DRAWINGS, SPECIFICATIONS, and copies thereof furnished by the OWNER are the property of the ENGINEER. They are not to be used on other work, and, with the exception of the signed Contract set, are to be returned to the ENGINEER on request, at the completion of the WORK. 1-5 PRECEDENCE OF CONTRACT DOCUMENTS – The order of precedence of documents shall be:

1. Rules and Regulations of State Agencies relating to the source of funds for a project.

2. Permits from other agencies as may be required by law.

3. Supplemental Agreements, Change Orders, or Contract, the one dated later having precedence over another dated earlier.

4. Special Conditions.

5. General Conditions.

6. Technical Specifications.

7. Plans.

8. Standard specifications.

9. Standard Plans.

Change orders, supplemental agreements and approved revisions to plans and specifications will take precedence over documents listed above. Detailed plans shall have precedence over general plans.

Whenever any conflict appears in any portions of the contract, it shall be resolved by application of the order of precedence.
55 1-6 SHOP DRAWINGS – The CONTRACTOR shall provide SHOP DRAWINGS as may be necessary for the prosecution of the WORK as required by the CONTRACT DOCUMENTS. For each item where a SHOP DRAWING is required, the CONTRACTOR shall submit a minimum of six (6) prints. The ENGINEER shall promptly review all SHOP DRAWINGS and retain three sets after his review. All additional copies shall be returned to the CONTRACTOR. If the CONTRACTOR requires more than three prints returned, he shall accordingly increase the number of prints submitted to the ENGINEER. The ENGINEER’S review of any SHOP DRAWINGS shall not release the CONTRACTOR from responsibility for deviations from the CONTRACT DOCUMENTS. The review of any SHOP DRAWING which substantially deviates from the requirements of the CONTRACT DOCUMENTS shall be evidenced by a CHANGE ORDER.

When submitted for the ENGINEER’S review, SHOP DRAWINGS shall bear the CONTRACTOR’S certification that he has reviewed, checked and approved the SHOP DRAWINGS and that they are in conformance with the requirements of the CONTRACT DOCUMENTS.

Portions of the WORK requiring a SHOP DRAWING or sample submission shall not begin until the SHOP DRAWING or submission has been reviewed by the ENGINEER. A copy of each SHOP DRAWING and each sample shall be kept in good order by the CONTRACTOR at the site and shall be available to the ENGINEER.
1-7 MATERIALS, SERVICES AND FACILITIES – It is understood that, except as otherwise specifically stated in the CONTRACT DOCUMENTS, the CONTRACTOR shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, supervision, and all other services and facilities of any nature whatsoever necessary to execute, complete, and deliver the WORK within the specified time.

Materials and equipment shall be so stored as to insure the preservation of their quality and fitness for the WORK. Stored materials and equipment to be incorporated in the WORK shall be located so as to facilitate prompt inspection.

Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer.

Materials, supplies, and equipment shall be in accordance with samples submitted by the CONTRACTOR and reviewed by the ENGINEER.

Materials, supplies or equipment to be incorporated into the WORK shall not be purchased by the CONTRACTOR or any SUBCONTRACTOR subject to a chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. 1-8 INSPECTION AND TESTING – All materials and equipment used in the construction of the PROJECT shall be subject to adequate inspection and testing in accordance with generally accepted standards, as required and defined in the CONTRACT DOCUMENTS. No work requiring material testing or material inspection shall be performed on Saturdays, Sundays, or Citydesignated holidays.

All initial compaction and materials tests shall be performed at no expense to the CONTRACTOR.

The cost of each subsequent retest shall be paid for by the CONTRACTOR if the first tests fail to meet the required relative compaction or specified strength. Additional materials testing shall 56 be performed by the OWNER at the CONTRACTOR’s expense as described in the various sections of the Technical Specifications.

The OWNER shall provide all other inspection and testing services not required by the CONTRACT DOCUMENTS. If the CONTRACT DOCUMENTS, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction specifically require any WORK to be inspected, tested, approved by someone other than the CONTRACTOR, the CONTRACTOR will give the ENGINEER timely notice of readiness. The CONTRACTOR will furnish the ENGINEER the required certificates of inspection, testing or approval.

Neither observations by the ENGINEER nor inspections, tests or approvals by persons other than the CONTRACTOR shall relieve the CONTRACTOR from his obligations to perform the WORK in accordance with the requirements of the CONTRACT DOCUMENTS.

The ENGINEER and his representatives will at all times have access to the WORK. In addition, authorized representatives and agents of the OWNER and appropriate Federal or State agencies shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials, and other relevant data and records. The CONTRACTOR will provide proper facilities for such access and observation of the WORK and also for any inspection or testing thereof.

If any WORK is covered contrary to the written request of the ENGINEER, it must, if requested by the ENGINEER be uncovered for his observation and replaced at the CONTRACTOR’S expense.

If any WORK has been covered which the Engineer has not specifically requested to observe prior to its being covered, or if the ENGINEER considers it necessary or advisable that covered WORK be inspected or tested by others, the CONTRACTOR, at the ENGINEER’S request, will uncover, expose or otherwise make available for observation, inspection or testing as the ENGINEER may require, that portion of the WORK in question, furnishing all necessary labor, materials, tools, and equipment. If it is found that such WORK is defective, the CONTRACTOR will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction. If, however, such WORK is not found to be defective, the CONTRACTOR will be allowed an increase in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction and an appropriate CHANGE ORDER shall be issued. 1-9 SUBSTITUTIONS – Wherever a material, article or piece of equipment is identified on the DRAWINGS or SPECIFICATIONS by reference to brand name or catalogue number, it shall be understood that this is referenced for the purpose of defining the performance or other salient requirements and that other products of equal capacities, quality and function shall be considered. The CONTRACTOR may recommend the substitution of a material, article or piece of equipment of equal substance and function for those referred to in the CONTRACT DOCUMENTS by reference to brand name or catalogue number, and if, in the opinion of the ENGINEER, such material, article, or piece of equipment is of equal substance and function to that specified, the ENGINEER may approve its substitution and use by the CONTRACTOR. The CONTRACTOR warrants that if substitutes are approved, no major changes in the function or general design of the PROJECT will result. Incidental changes or extra component parts required to accommodate the substitute will be made by the CONTRACTOR without a change in the CONTRACT PRICE or CONTRACT TIME.
57 1-10 PATENTS – The CONTRACTOR shall pay all applicable royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and save the OWNER harmless from loss on account thereof, except that the OWNER shall be responsible for any such loss when a particular process, design, or the product of a particular manufacturer or manufacturers is specified, but if the CONTRACTOR has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the ENGINEER.
1-11 SURVEYS, PERMITS AND REGULATIONS – Control staking by the ENGINEER is limited to providing a reference line and temporary or permanent bench marks for the CONTRACTOR’s use in staking the project to conform to the plans. Center line monuments will be referenced by the ENGINEER to facilitate replacement after the job is completed. Where possible, center line monuments and all other survey monuments in or adjacent to the project shall be preserved. The cost of replacement of monuments, which in the opinion of the ENGINEER need not have been destroyed, shall be deducted from the moneys due or to become due the Contractor for this project. Supplementary construction staking information to be provided by the ENGINEER shall consist of electronic drawing files in the AUTOCAD format currently in use by the Design Engineer.

When monuments exist that control the location of boundaries, roads, streets, or provide survey control, the monuments shall be located and referenced by or under the direction of a licensed land surveyor or registered civil engineer prior to the time when any streets or other rights-of-way are improved or reconstructed and a corner record or record of survey of the references shall be filed with the County Surveyor. They shall be reset in the surface of the new construction in the manner shown on the DRAWINGS to perpetuate their location and a corner record or record of survey shall be filed with the County Surveyor prior to the recording of a Certificate of Completion for the project. It shall be the responsibility of the CONTRACTOR to provide for the monumentation required by this section.

All construction staking shall be the responsibility of the CONTRACTOR. Construction staking costs shall be included in the unit price of the various items of work and no additional monies shall be paid.

Reference lines and marks set by the ENGINEER shall be carefully preserved by the CONTRACTOR. In case such references or markings are destroyed or damaged by reason of the CONTRACTOR’s operations, the cost of restoring them will be deducted from any moneys due or to become due the CONTRACTOR. Unless otherwise shown, all measurements and elevations on the plans are in feet and decimals of a foot.

The CONTRACTOR shall make a general check of all lines, dimensions and elevations and shall make all necessary rechecks during the progress of the WORK to avoid errors in construction.

The CONTRACTOR shall be responsible for proper dimensions and fittings of all items of WORK being performed by him. Should any discrepancy be found in lines, dimensions, or elevations, they shall be reported to the ENGINEER immediately.

The CONTRACTOR shall protect all existing property and survey monuments, including survey control monuments for this WORK. Where it is necessary to disturb existing property, survey or control monuments in order to permit the prosecution of the WORK within the permanent and construction right-of-way, such monuments shall be reset by the CONTRACTOR. Such monuments shall not be disturbed during the prosecution of the WORK unless the CONTRACTOR 58 has given the OWNER a minimum of 72 hours notice of the CONTRACTOR’S intent to disturb such monuments during the prosecution of his WORK.
1-12 LICENSE(S) & PERMITS – The CONTRACTOR shall have a City Business License prior to the beginning of WORK. Permits and licenses of a temporary nature necessary for the prosecution of the WORK shall be secured and paid for by the CONTRACTOR. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the OWNER, unless otherwise specified. The CONTRACTOR shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the WORK as drawn and specified. If the CONTRACTOR observes that the CONTRACT DOCUMENTS are at variance therewith, he shall promptly notify the ENGINEER in writing, and any necessary changes shall be adjusted as provided in Section 1-14, CHANGES IN THE WORK. 1-13 PROTECTION OF WORK, PROPERTY AND PERSONS – The CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the WORK. He will take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to all employees on the WORK and other persons who may be affected thereby, all the WORK and all materials or equipment to be incorporated therein, whether in storage on or off the site, and other property at the site or adjacent thereto, including trees, shrubs, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction.

The CONTRACTOR shall comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction. He shall erect and maintain, as required by the conditions and progress of the WORK, all necessary safeguards for safety and protection. He shall notify owners of adjacent utilities when prosecution of the WORK may affect them. The CONTRACTOR shall remedy all damage, injury or loss to any property caused, directly or indirectly, in whole or in part, by the CONTRACTOR, any SUBCONTRACTOR or anyone directly or indirectly, in whole or in part, by the CONTRACTOR, any SUBCONTRACTOR or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, except damage or loss attributable to the fault of the CONTRACT DOCUMENTS or to the acts or omissions of the OWNER or the ENGINEER or anyone employed by either of them or anyone for whose acts either of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of the CONTRACTOR.

In emergencies affecting the safety of persons or the WORK or property at the site or adjacent thereto, the CONTRACTOR, without special instruction or authorization from the ENGINEER or OWNER, shall act to prevent threatened damage, injury or loss. He will give the ENGINEER prompt WRITTEN NOTICE of any significant changes in the WORK or deviations from the CONTRACT DOCUMENTS caused thereby, and a CHANGE ORDER shall thereupon be issued covering the changes and deviations involved.
1-14 SUPERVISION BY CONTRACTOR – The CONTRACTOR shall supervise and direct the WORK. He shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The CONTRACTOR shall employ and maintain on the WORK a qualified supervisor or superintendent who shall have been designated in writing by the CONTRACTOR as the CONTRACTOR’S representative at the site. The supervisor shall have full authority to act on behalf of the CONTRACTOR and all communications given to the supervisor shall be as binding as if given to the CONTRACTOR. The supervisor shall be present on the site at all times as required to perform adequate supervision and coordination of the WORK. 59 1-15 CHANGES IN THE WORK – The OWNER may at any time, as the need arises, order changes within the scope of the WORK without invalidating the Agreement. If such changes increase or decrease the amount due under the CONTRACT DOCUMENTS, or in the time required for performance of the WORK, an equitable adjustment shall be authorized by CHANGE ORDER.

The ENGINEER may also, at any time, by issuing a FIELD ORDER, make changes in the details of the WORK. The CONTRACTOR shall proceed with the performance of any changes in the WORK so ordered by the ENGINEER unless the CONTRACTOR believes that such FIELD ORDER entitles him to a change in CONTRACT PRICE or CONTRACT TIME, or both, in which event he shall give the ENGINEER WRITTEN NOTICE thereof within seven (7) days after the receipt of the ordered change, and the CONTRACTOR shall not execute such changes pending the receipt of an executed CHANGE ORDER or further instruction from the OWNER. 1-16 CHANGES IN CONTRACT PRICE – The CONTRACT PRICE may be changed only by a CHANGE ORDER. The value of any WORK covered by a CHANGE ORDER or any claim for increase or decrease in the CONTRACT PRICE shall be determined by one or more of the following methods in the order of precedence listed below:
(A) Unit prices previously approved.
(B) An agreed lump sum. If a lump sum or unit price cannot be mutually agreed upon, the CONTRACTOR shall be entitled to the sum of the following costs of doing the extra work:
(C) Direct Labor Costs. Charges for cost of all the labor furnished and used by the CONTRACTOR shall be made for manual classifications up to and including general foreman. It will not include charges for Assistant Superintendents, Superintendents, Office Personnel, Timekeepers, and Maintenance Mechanics. The time charged to extra work shall be subject to the daily approval of the ENGINEER and evidence of such daily approval shall be submitted with the billing.

Labor rates used to calculate the costs shall be those so designated in the Advertisement for Bids.

No time or charges will be allowed, except when the men are actually engaged in the proper, efficient, and diligent performance or completion of the extra work as authorized. Overtime shall not be worked without prior approval by the ENGINEER.
(2) Equipment Costs. Charges for the rental and operation of the equipment furnished and used by the CONTRACTOR shall be made for all prime construction and automotive equipment. It will not include charges for equipment or tools with a new cost of $500.00 or less. Equipment time charges must be subject to the daily approval of the ENGINEER and evidence of such daily approval submitted with the billing. The equipment rental and operation rates used shall be those agreed upon by the ENGINEER and the CONTRACTOR prior to commencement of the extra work. No time or charges will be allowed except when equipment is actually being used for the proper and efficient performance or completion of the extra work as authorized. (3) Material Costs. Charges for the cost of materials furnished by the CONTRACTOR shall be made providing such furnishing was specifically authorized in the extra work order and the actual use verified by the ENGINEER. Charges must be net cost to the CONTRACTOR delivered at the job, and 60 vendor’s invoice must accompany the billing along with verification of use of such materials by the ENGINEER.
(4) Tools, Supplies, Overhead, Supervision, and Profit. A charge for tools, supplies, overhead, supervision and profit will be allowed in the amount of 15% of the total Direct Labor Costs and Material Costs, as defined above, and 5% for work by Subcontractors.

Any extra work performed hereunder shall be subject to all of the provisions of the CONTRACT and the CONTRACTOR’S sureties shall be bound with reference thereto as under the CONTRACT. 1-17 TIME FOR COMPLETION AND LIQUIDATED DAMAGES – The date of beginning and the time for completion of the WORK are essential conditions of the CONTRACT DOCUMENTS and the WORK embraced shall be commenced on a date specified in the NOTICE TO PROCEED and be fully completed in Sixty (60) Calendar Days.

Time is of the essence in this agreement. The CONTRACTOR shall proceed with the WORK at such rate of progress to insure full completion within the CONTRACT TIME. It is expressly understood and agreed, by and between the CONTRACTOR and the OWNER, that the CONTRACT TIME for the completion of the WORK, or specific portions of the WORK, described herein in a reasonable time.

The parties hereto agree that it is extremely difficult and impractical in this case to determine the actual damages the OWNER will suffer if the CONTRACTOR fails to complete the WORK within the CONTRACT TIME and for said reason, if the CONTRACTOR shall fail to complete the WORK within the CONTRACT TIME, or extension of time granted by the OWNER, then the CONTRACTOR will pay to the OWNER, the amount for liquidated damages as specified in the BID for each calendar day that the CONTRACTOR shall be in default after the time stipulated in the CONTRACT DOCUMENTS. The time for completion of the WORK shall be extended, and the CONTRACTOR shall not be charged with liquidated damages or any excess cost when the delay in completion of the WORK is due to the following, and the CONTRACTOR has promptly given WRITTEN NOTICE of such delay to the OWNER or ENGINEER:

A. To any preference, priority or allocation order duly issued by the OWNER.

B. To unforeseeable causes beyond the control and without the fault or negligence of the CONTRACTOR, including but not restricted to, acts of God or of the public enemy, acts of the OWNER, acts of another CONTRACTOR in the performance of a contract with the OWNER, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and climatic conditions which, in the opinion of the ENGINEER, make prosecution of the WORK unreasonably difficult.

C. To any delays of SUBCONTRACTORS occasioned by any of the causes specified in the above paragraphs.
1-18 CORRECTION OF WORK – The CONTRACTOR shall promptly remove from the premises all WORK rejected by the ENGINEER for failure to comply with the CONTRACT DOCUMENTS, whether incorporated in the construction or not, and the CONTRACTOR shall promptly replace and reexecute the WORK in accordance with the CONTRACT DOCUMENTS and without expense to the OWNER shall bear the expense of making good all WORK of other contractors destroyed or damaged by such removal or replacement.
61 1-19 SUSPENSION OF WORK, TERMINATION AND DELAY – The OWNER may, at any time and without cause, suspend the WORK or any portion thereof for a period of not more than ninety (90) days, or such further time as agreed upon by the CONTRACTOR, by WRITTEN NOTICE to the CONTRACTOR and the ENGINEER, which notice shall fix the date on which WORK shall be resumed. The CONTRACTOR will resume that WORK on the date so fixed. The CONTRACTOR will be allowed an increase in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both, directly attributable to any such suspension.

If the CONTRACTOR is adjudged as bankrupt or insolvent, or if he makes a general assignment for the benefit of his creditors, or if a trustee or receiver is appointed for the CONTRACTOR or for any of his property, or if he files a petition to take advantage of any debtor’s act, or to reorganize under the bankruptcy or applicable laws, or if he repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, or if he repeatedly fails to make prompt payments to SUBCONTRACTORS or for labor, material or equipment or if he disregards laws, ordinances, rules, regulations or orders of any public body having jurisdiction of the WORK or if he disregards the authority of the ENGINEER, or if he otherwise violates any provision of the CONTRACT DOCUMENTS, then the OWNER may, without prejudice to any other right or remedy and after giving the CONTRACTOR and his surety a minimum of ten (10) days from delivery of a WRITTEN NOTICE, terminate the services of the CONTRACTOR and take possession of the PROJECT and of all the materials, equipment, tools, constructing equipment and machinery thereon owned by the CONTRACTOR, and finish the WORK by whatever method he may deem expedient. In such case the CONTRACTOR shall not be entitled to receive any further payment until the WORK is finished. If the unpaid balance of the CONTRACT PRICE exceeds the direct and indirect costs of completing the PROJECT, including compensation for additional professional services, such excess shall be paid to the CONTRACTOR. If such costs exceed such unpaid balance, the CONTRACTOR shall pay the difference to the OWNER.

Such costs incurred by the OWNER will be determined by the ENGINEER and incorporated in a CHANGE ORDER.

Where the CONTRACTOR’S services have been so terminated by the OWNER, said termination shall not affect any right of the OWNER against the CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys by the OWNER due the CONTRACTOR will not release the CONTRACTOR from compliance with the CONTRACT DOCUMENTS.

After ten (10) days from delivery of a WRITTEN NOTICE to the CONTRACTOR and the ENGINEER, the OWNER may without cause and without prejudice to any other right or remedy, elect to abandon the PROJECT and terminate the Contract. In such case, the CONTRACTOR shall be paid for all WORK executed and any expense sustained plus reasonable profit.

If, through no act or fault of the CONTRACTOR, the WORK is suspended for a period of more than ninety (90) days by the OWNER or under an order of court or other public authority, or the ENGINEER fails to act on any request for payment within thirty (30) days after it is submitted, or the OWNER fails to pay the CONTRACTOR substantially the sum approved by the ENGINEER or awarded by arbitrators within thirty (30) days of its approval and presentation, then the CONTRACTOR may, after the (10) days from delivery of a WRITTEN NOTICE to the OWNER and the ENGINEER, terminate the Contract and recover from the OWNER payment for all WORK executed and all expenses sustained. In addition and in lieu of terminating the Contract, if the ENGINEER has failed to act on a request for payment or if the OWNER has failed to make any payment as aforesaid, the CONTRACTOR may upon ten (10) days notice to the OWNER and the 62 ENGINEER stop the WORK until he has been paid all amounts then due, in which event and upon resumption of the WORK, CHANGE ORDERS shall be issued for adjusting the CONTRACT PRICE or extending the CONTRACT TIME or both to compensate for the costs and delays attributable to the stoppage of the WORK.

If the performance of all or any portion of the WORK is suspended, delayed, or interrupted as a result of a failure of the OWNER or ENGINEER to act within the time specified in the CONTRACT DOCUMENTS, or, if no time is specified, within a reasonable time, an adjustment in the CONTRACT PRICE or an extension of the CONTRACT TIME, or both, shall be made by CHANGE ORDER to compensate the CONTRACTOR for the costs and delays necessarily caused by the failure of the OWNER or ENGINEER.
1-20 PROGRESS ESTIMATE – On or about the last day of the calendar month, the CONTRACTOR will, except as hereinafter provided, make in writing and certify to the ENGINEER an estimate of the amount and value of the work completed by the CONTRACTOR up to that time in the performance of the Contract. In case of work for which unit prices are named in the Contract, the estimate shall be computed on the basis of said unit prices. In the case of work for which a lump sum is named in the Contract, the CONTRACTOR may use a breakdown of the lump sum price, provided that such breakdown is submitted within 15 calendar days after the execution of the Contract Agreement in a form acceptable to the ENGINEER. No payment will be made to the CONTRACTOR until such schedule has been submitted to and reviewed by the ENGINEER. To the figure thus arrived at shall be added any amounts due the CONTRACTOR for extra work and the amount of any approved claims for extra costs to the date of the Progress Estimate. The retained percentage hereinafter provided for shall be deducted from the total thus computed; and from the remainder, there shall be further deducted any amounts due the OWNER from the CONTRACTOR for supplies or materials furnished or services rendered and any other amounts that may be due the OWNER under the terms of the Contract. In preparing estimates for partial payments, consideration shall be given to delivery on the site of pipe, valves, fittings and miscellaneous metal which will become a part of the finished construction work and for which payment in full has been made by the CONTRACTOR, but no consideration will be given to preparatory work done or other materials on hand. From the balance thus determined shall be deducted the amount of all previous payments and the remainder shall constitute the partial estimate for that month. Such partial estimates shall not be required to be made by strict measurement, but may be made by measurement or by estimation or partly by one method and partly by the other and it shall be sufficient if they are approximate only. Partial estimates may be withheld or reduced if, in the opinion of the ENGINEER, the CONTRACTOR is not diligently and efficiently endeavoring to comply with the intent of the Contract. No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials.

Progress estimates shall be made in the form of itemized invoices in triplicate and shall be submitted together with the data set forth below:

A recapitulation showing balance due current month as follows:

Total Contract Price
Extra Work Ordered
Total Contract Price w/ CCO’s
Gross Earnings to Date
63 (Including extra work ordered)
Less 10% of gross Earnings to Date
Net Earnings to Date
Less Previous Claims
Balance Due this Claim
1-21 PROGRESS PAYMENTS – The OWNER will make payments on account of the Contract as follows:

Not later than the 30th day of the month following the month in which the Contract is awarded, and the 30th day of each calendar month thereafter, the OWNER will pay to the CONTRACTOR 95% (5% retention) of the amount earned by the CONTRACTOR during the preceding month at the rate of prices set forth in the Contract, based on the estimate of the CONTRACTOR as reviewed and approved by the ENGINEER. At the request and expense of the CONTRACTOR 100% of the amount earned, which is funded by non-federal moneys, will be paid as specified above provided securities are substituted for the retention withheld. Securities shall be deposited with the OWNER or with a State or federally chartered bank as the escrow agent. In the event the securities are to be deposited with an escrow agent, CONTRACTOR agrees to execute any and all necessary documents including an escrow agreement substantially similar to the form set forth in Public Contract Code, Section 22300. Securities eligible for substitution shall include those listed in Section 16430 of the Government Code or bank or savings and loan certificates of deposit. The CONTRACTOR shall be the beneficial owner of any securities substituted for moneys withheld and shall receive any interest thereon. If the OWNER fails to make payment by the date specified above, in addition to other remedies available to the CONTRACTOR, there shall be added to each such payment interest at the maximum legal rate commencing on the first day after said payment is received by the CONTRACTOR.

The retention will be held by the OWNER or the securities will be held by the OWNER or escrow agent until thirty five (35) days following filing of the Notice of Completion. 1-22 FINAL ESTIMATE – Upon completion of the contract and final inspection and acceptance by the ENGINEER, the ENGINEER shall prepare a final estimate of quantities and the value of such work and the OWNER shall pay to the CONTRACTOR the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be retained under the provisions of the CONTRACT. All prior progress estimates and payments shall be subject to correction in the final estimate and payment.
1-23 ACCEPTANCE & FINAL PAYMENT – Upon receipt of the WRITTEN NOTICE from the CONTRACTOR that the WORK is ready for final inspection and acceptance, the ENGINEER will promptly make such inspection, and when he finds the WORK acceptable under the CONTRACT, and the CONTRACT fully performed, he will promptly issue a final certificate, over his own signature, stating that the WORK required by this Contract has been completed and recommending acceptance of the Work by the OWNER. The OWNER, after acceptance of the work by City Council, then shall issue a formal Notice of Acceptance, and the entire balance found to be due shall be paid to the CONTRACTOR by the OWNER thirty five (35) days from the date of recording by the OWNER of the Notice of Acceptance of all WORK covered by this Contract. 64 Before issuance of the Notice of Acceptance, the CONTRACTOR shall submit evidence satisfactory to the OWNER that all payrolls, materials bills, and other indebtedness connected with the WORK have been paid, or if not paid, then the CONTRACTOR shall submit evidence of the status of any unpaid indebtedness.

The making and acceptance of the final payment shall constitute a waiver of all claims by the OWNER except the following:

A. those arising from unsettled liens;
B. those arising from faulty work appearing within twelve (12) months after the date of filing of the Notice of Acceptance,
C. those arising from failure to meet the requirements of the SPECIFICATIONS; or, D. those arising from manufacturers’ guarantees.

It shall also constitute a waiver of all claims by the CONTRACTOR except those previously made and still unsettled.

All prior certificates upon which partial payment may have been made, being merely estimates, shall be subject to a correction on the final certificate. 1-24 QUANTITIES & UNIT PRICES – The quantities noted in the schedule are approximations for comparing BIDS, and no claim shall be made against the OWNER for excess or deficiency therein.

Payment at the unit or lump sum prices set forth in the schedule will constitute payment in full for the completed WORK and will include materials, supplies, labor, tools, machinery, and all other expenditures incident to satisfactory compliance with the Contract, unless otherwise specifically provided.

The quantities of WORK performed will be computed for payment by the ENGINEER on the basis of measurements taken by the ENGINEER, and these measurements shall be final and binding. 1-25 PROOF OF CARRIAGE OF INSURANCE – CONTRACTOR shall furnish such insurance coverage as indicated in the section “INSURANCE REQUIREMENTS FOR CONTRACTORS”.

A. “General Liability Special Endorsement”
B. “Automobile Liability Special Endorsement”
C. “Workers’ Compensation/Employees Liability Special Endorsement” D. “Certificate of Insurance”
All of the above to be submitted prior to execution of this agreement.

Insurance shall be provided by an insurance company licensed to transact such business in the State of California with a current A.M. Best’s rating of no less than A:VII. Liability insurance shall be written on an “occurrence” basis.

CONTRACTOR shall furnish OWNER, through the ENGINEER, concurrently with the execution thereof, with satisfactory proof of carriage of the insurance required and that each carrier shall 65 give OWNER at least thirty (30) days prior notice of the cancellation of any policy during the effective period of this contract.
1-26 CONTRACT SECURITY – The CONTRACTOR shall, within ten (10) days after the receipt of the NOTICE OF AWARD, furnish the OWNER with a Performance Bond and a Payment Bond in penal sums equal to the amount of the CONTRACT PRICE, conditioned upon the performance by the CONTRACTOR of all undertakings, covenants, terms, conditions and agreements of the CONTRACT DOCUMENTS, and upon the prompt payment by the CONTRACTOR to all persons supplying labor and materials in the prosecution of the WORK provided by the CONTRACT DOCUMENTS.

Such bonds shall be executed by the CONTRACTOR and a corporate bonding company licensed to transact such business in the State of California. The bonding company shall be an admitted surety holding a certificate of authority to transact surety insurance in California issued by the Insurance Commissioner. The expense of these bonds shall be borne by the CONTRACTOR. If at any time a surety on any such bond is declared a bankrupt or loses its right to do business in the state in which the WORK is to be performed, CONTRACTOR shall within ten (10) days after notice from the OWNER to do so, substitute an acceptable bond (or bonds) in such form and sum and signed by such other surety or sureties as may be satisfactory to the OWNER. The premiums on such bond(s) shall be paid by the CONTRACTOR. No further payments shall be deemed due nor shall be made until the new surety or sureties shall have furnished an acceptable bond to the OWNER.
1-27 ASSIGNMENTS – Neither the CONTRACTOR nor the OWNER shall sell, transfer, assign or otherwise dispose of the Contract or any portion thereof, or of his right, title or interest therein, or his obligation thereunder, without written consent to the other party. 1-28 INDEMNIFICATION – The CONTRACTOR will indemnify and hold harmless the OWNER and their officers, agents, employees, from and against all claims, damages, losses and expenses, including attorney’s fees, arising out of or resulting from the performance of the WORK, provided that any such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, caused in whole or in part by any negligent or willful act or omission of the CONTRACTOR, or any SUBCONTRACTOR, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The obligation of the CONTRACTOR under this paragraph shall not extend to the liability of the OWNER, his agents or employees arising out of the preparation or review of maps, DRAWINGS, opinions, reports, surveys, CHANGE ORDERS, design or SPECIFICATIONS. 1-29 SEPARATE CONTRACTS – The OWNER reserves the right to let other contracts in connection with this PROJECT. The CONTRACTOR shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their WORK, and shall properly connect and coordinate his WORK with theirs. If the proper execution or results of any part of the CONTRACTOR’S work depend upon the work of any other contractor, the CONTRACTOR shall inspect and promptly report to the ENGINEER any defects in such WORK that render it unsuitable for such proper execution and results.

The OWNER may perform additional WORK related to the PROJECT by himself, or he may let other contracts containing provisions similar to these. The CONTRACTOR will afford the other contractors who are parties to such contracts (or the OWNER, if he is performing the additional WORK himself), reasonable opportunity for the introduction and storage of materials and 66 equipment and the execution of WORK, and shall properly connect and coordinate his WORK with theirs.

If the performance of additional WORK by other contractors or the OWNER is not noted in the CONTRACT DOCUMENTS prior to the execution of the Contract, written notice thereof shall be given to the CONTRACTOR prior to starting any such additional WORK. If the CONTRACTOR believes that the performance of such additional WORK by the OWNER or others involves him in additional expense or entitles him to an extension of the CONTRACT TIME, he may make a claim therefore as provided in Sections 1-14 and 1-15.
1-30 SUBCONTRACTING – The CONTRACTOR may utilize the services of specialty SUBCONTRACTORS on those parts of the WORK which, under normal contracting practices, are performed by specialty SUBCONTRACTORS. The CONTRACTOR shall perform not less than thirty percent (30%) of the original Contract Bid Price with his/her own forces.

The CONTRACTOR shall be fully responsible to the OWNER for the acts and omissions of his SUBCONTRACTORS, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him.

The CONTRACTOR shall cause appropriate provisions to be inserted in all subcontracts relative to the WORK to bind SUBCONTRACTORS to the CONTRACTOR by the terms of the CONTRACT DOCUMENTS in so far as applicable to the WORK of SUBCONTRACTORS and to give the CONTRACTOR the same power as regards terminating any subcontract that the OWNER may exercise over the CONTRACTOR under any provision of the CONTRACT DOCUMENTS.

Nothing contained in this Contract shall create any contractual relation between any SUBCONTRACTOR and the OWNER.
1-31 ENGINEER’S AUTHORITY – The ENGINEER shall act as the OWNER’S representative. He shall decide questions which may arise as to quality and acceptability of materials furnished and WORK performed. He shall interpret the intent of the CONTRACT DOCUMENTS in a fair and unbiased manner. The ENGINEER will make visits to the site and determine if the WORK is proceeding in accordance with the CONTRACT DOCUMENTS.

The CONTRACTOR will be held strictly responsible to the intent of the CONTRACT DOCUMENTS in regard to the quality of materials, workmanship and execution of the WORK. Inspections may be made at the factory or fabrication plant of the source of material supply.

The ENGINEER will not be responsible for the construction means, controls, techniques, sequences, procedures, or construction safety.
1-32 LAND AND RIGHTS-OF-WAY – Prior to issuance of the NOTICE TO PROCEED, the OWNER shall obtain all land and rights-of-way necessary for carrying out and for the completion of the WORK to be performed pursuant to the CONTRACT DOCUMENTS, unless otherwise mutually agreed.

The OWNER shall provide to the CONTRACTOR information which delineates and describes the lands owned and rights-of-way acquired. The CONTRACTOR shall provide, at his own expense and without liability to the OWNER, any additional land and access thereto that the CONTRACTOR may desire for temporary construction facilities, or for storage of materials. 67 1-33 GUARANTY – Unless stipulated otherwise in the SPECIFICATIONS, the CONTRACTOR shall guarantee all materials and equipment furnished and WORK performed for a period of one (1) year from the date of completion. The CONTRACTOR warrants and guarantees for a period of one (1) year from the date of completion of the system that the completed system is free from all defects due to faulty materials and workmanship and the CONTRACTOR shall promptly make such corrections as may be necessary by reason of such defects including the repairs of any damage to other parts of the system resulting from such defects. The OWNER will give notice of observed defects with reasonable promptness. In the event that the CONTRACTOR should fail to make such repairs, adjustments, or other WORK that may be made necessary by such defects, the OWNER may do so and charge the CONTRACTOR the cost thereby incurred. The Performance Bond shall remain in full force and effect through the guarantee period. 1-34 TAXES – The CONTRACTOR shall pay all sales, consumer, use and other similar taxes required by the law of the place where the WORK is performed.
1-35 CONTRACTOR’S UNDERSTANDING – It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and extent of the WORK, the character, quality, and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the WORK, the general and local conditions, and all other matters which can in any way affect the WORK under this Contract. No verbal agreement or conversation with any officer, agent or employee of the OWNER, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained.
1-36 ACCIDENTS – The CONTRACTOR shall provide, at the site, such equipment and medical facilities as are necessary to supply first-aid service to anyone who may be injured in connection with the WORK. The CONTRACTOR must promptly report in writing to the ENGINEER all accidents whatsoever arising out of, or in connection with the performance of the WORK, whether on or adjacent to the site which causes death, personal injury, or property damages are caused, the accident shall be reported immediately by telephone or messenger to both the ENGINEER and the OWNER. If any claim is made by anyone against the CONTRACTOR or any SUBCONTRACTOR on account of any accident, the CONTRACTOR shall promptly report the facts in writing to the ENGINEER, giving full details of the claim.
1-37 SAFETY AND SANITATION – The CONTRACTOR shall provide adequate safety and sanitation facilities according to State Laws and local ordinances. 1-38 CLIMATIC CONDITIONS – The ENGINEER may order the CONTRACTOR to suspend any WORK that may be subject to damage by climatic conditions. The CONTRACTOR may suspend WORK if climatic conditions are such that the CONTRACTOR is unable to work. In such case, the CONTRACTOR, within seven (7) days, shall request in writing a CHANGE ORDER to extend the CONTRACT TIME.
1-39 OFFICIALS NOT TO BENEFIT – No official of the OWNER shall receive any benefit that may arise by reason of this Contract.
1-40 CLEAN-UP – During the progress of the WORK, the CONTRACTOR shall maintain the site and related structures and equipment in a clean, orderly condition and free from unsightly accumulations of rubbish. Upon completion of the WORK, the CONTRACTOR shall remove from the vicinity of the WORK all plants, buildings, rubbish, unused materials, concrete forms, 68 temporary bridging, and other like material, belonging to him or used under his direction during construction, and in the event of his failure to do so, the same may be removed by the OWNER after ten (10) calendar days notice to the CONTRACTOR at the expense of the CONTRACTOR, and his surety or sureties shall be liable therefore.

As part of the final clean-up, the CONTRACTOR shall dress up and grade the right of way to match existing ground surfaces, and shall remove therefrom all weeds and other growth. Where the construction has crossed yards or driveways, they shall be restored to a condition equivalent to the condition existing prior to the construction as determined by the ENGINEER.

No direct payment will be made to the CONTRACTOR for any clean-up work, but all compensation therefore shall be included in the prices BID in the schedule for the various items of work.
1-41 UNFAIR BUSINESS PRACTICES CLAIMS; ASSIGNMENT TO AWARDING BODY – In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the CONTRACTOR or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract: This assignment shall be made and become effective at the time the awarding body tenders final payment to the CONTRACTOR, without further acknowledgment by the parties.
1-42 CONSTRUCTION RECORD DRAWINGS – The CONTRACTOR shall maintain a neatly marked set of record drawings showing the final locations and layout of all piping and conduit, structures, and other facilities. Drawings shall be kept current weekly, in full accordance with and showing all field instructions, change orders and construction adjustments. Drawings shall indicate location of subgrade structures left in place.

Drawings shall be subject to the inspection of the ENGINEER at all times and progress payments may be withheld if drawings are not current. At the final inspection the CONTRACTOR shall submit to the inspector, for review and comment by the ENGINEER, one (1) set of marked record drawings. Drawings shall be stamped “AS BUILT”, dated, and signed by the CONTRACTOR. The work will not be formally accepted until the drawings are accepted by the ENGINEER.
1-43 STATE LABOR STANDARDS PROVISIONS – State prevailing wage rates shall apply when the State wage rate is higher than the federal wage rate. All CONTRACTORS and SUBCONTRACTORS are subject to the application of Section 1720 et seq. of the California Labor Code which details the regulations and procedures governing the payment of State prevailing wages.

All CONTRACTORS and SUBCONTRACTORS are subject to the provisions of Section 3700 of the California Labor Code which requires that every employer be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of the code.

All CONTRACTORS and SUBCONTRACTORS are subject to the provisions of Section 1810-1814 of the California Labor Code which provide that the maximum hours a worker is to be employed is 69 limited to eight (8) hours a day and forty (40) hours a week and the CONTRACTOR or SUBCONTRACTOR shall forfeit, as a penalty, twenty-five ($25) dollars for each worker employed in the execution of the Contract for each calendar day during which a worker is required or permitted to labor more than eight (8) hours in any calendar day or more than eight (8) hours in any calendar day or more than forty (40) hours in any calendar week and is not paid overtime.

Section 1815 of the California Labor Code requires that, not withstanding the provision of Sections 1810-1814, employees of CONTRACTORS who work in excess of eight (8) hours per day and forty (40) hours per week shall be compensated for all hours worked in excess of eight hour per day at not less than 1-1/2 times the basic rate of pay. 1-44 PAYROLL RECORDS – Each CONTRACTOR and SUBCONTRACTOR shall keep an accurate payroll record showing the name, address, Social Security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by him in connection with the WORK. Such records shall be certified and available for inspection at all reasonable hours at the principal office of the CONTRACTOR as required by Labor Code Section 1776. Certified payrolls shall be submitted to OWNER weekly. Fringe benefit statements and apprenticeship agreements will be submitted with the project’s first certified payroll or when there are mandated changes in the fringe benefits or when new apprentices are employed. 1-45 OVERTIME INSPECTION FEES – The CONTRACTOR shall pay CITY for all overtime inspection in accordance with existing resolutions or fee schedule of the CITY unless the charges for such inspection have been specifically waived elsewhere within this Contract. Overtime inspection charges will be made for all inspections on Saturdays, Sundays, and CITY-designated holidays, and hours worked by the inspector other than those of the normal CITY working day. 1-46 CLAIMS FOR ADDITIONAL TIME – Extension of time, when granted, will be based upon the effect of delays to the WORK as a whole and will not be granted for non-controlling delays to minor included portions of the WORK unless it can be shown that such delays did, in fact, delay the progress of the WORK as a whole. The CONTRACTOR shall not be entitled to damages or additional payment due to these delays except when CITY is responsible and the delay is unreasonable under the circumstances involved, and not within the contemplation of the parties. No compensation for WORK delays prior to the original Contract duration shall be paid.

If delays are caused by unforeseen events beyond the control of the CONTRACTOR, such delays will entitle the CONTRACTOR to an extension of time as provided herein. War, governmental regulations, priorities, labor disputes, strikes, fires, floods, adverse weather necessitating cessation of WORK, other similar action of the elements, inability to obtain materials, equipment or labor because of Federal Government restrictions arising out of the National Defense or War Program, required “Extra Work”, action or inaction by the CITY, or other specific reasons as may be further described in the Specifications may constitute such a delay.

If the CONTRACTOR is delayed by the failure of the CITY to furnish necessary rights of way or materials agreed to be furnished by it, or by failure to supply necessary plans or instructions concerning the WORK, after written request therefore, the CONTRACTOR shall be entitled to an extension of time as provided herein.
70 1-47 RECYCLING – The City of Madera encourages all CONTRACTORS, SUBCONTRACTORS, vendors and suppliers to recycle in accordance with current industry best practices and as required by the State of California recycling of construction materials.

All asphalt concrete to be removed shall be removed by grinding and the grindings shall become City-Owned Material and shall be hauled to the Talley Sand & Gravel at 12483 Road 29, Madera, California, and dispose of at that location as specified by the Engineer.

Construction and demolition debris generated under a city issued building, renovation, or demolition permit and equal to or exceeding eight cubic yards of material by volume shall have necessary mixed and/or source separated C&D recycling bin(s) or roll-off boxes for the removal and recycling of all construction and demolition debris from the project site. The project permittee, designated hauler, or recycler shall provide to the City of Madera a monthly C&D report which contains at a minimum the construction site address, weight of material hauled, date hauled, material type, recycling facility name and address, and assurances from the recycling facility that a minimum of 50% of the C&D material has been recycled.

The city will provide the proper documentation form: however, other forms of documentation can be used as long as it is deemed by city staff to be acceptable and complete. See Appendix C for Debris Management Report.
1-48 COLLECTION, TRANSPORT OF ALL CONSTRUCTION AND DEMOLITION DEBRIS – The City of Madera requires all Contractors, Subcontractors, vendors and suppliers to utilize Mid Valley Disposal for collection, transportation, and reporting of all construction and demolition debris.

See Appendix D Mid Valley Disposal Rates
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72 SECTION 2

SPECIAL CONDITIONS
2-1 REQUIREMENTS – It is required that there be constructed and completed in accordance with “Storey Road Shoulder Paving”

2.2 DESCRIPTION OF THE WORK – The principal components of the WORK to be performed under these CONTRACT DOCUMENTS included but are not limited to the following:

The work in general shall consist of saw-cutting, grading, new type A pavement, concrete work, and fog seal on Storey Road adjacent to the Millview Park/Sunrise Rotary Sports Complex.
2-3 LABOR – If any SUBCONTRACTOR or person employed by the CONTRACTOR shall appear to the ENGINEER to be incompetent or to act in a disorderly or improper manner, they shall be removed immediately on the request of the ENGINEER, and that person shall not again be employed on the work.

No person whose age or physical condition is such as to make his employment dangerous to his health and safety or to the health and safety of others shall be employed on the work, and in no event shall any person under the age of sixteen (16) years be employed.

The work shall at all times be executed under safe working conditions, and the conditions of work shall be subject to inspection and correction by the ENGINEER or safety inspectors of the OWNER.
2-4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK – The CONTRACTOR shall commence WORK and shall complete all of the WORK in accordance with the schedule and within the time stated in the BID. The capacity of the CONTRACTOR’s construction plant, sequence of operations, method of operations, and the forces employed shall, at all times during the continuance of the Contract, be subject to the approval of the ENGINEER and shall be such as to ensure the completion of the WORK in accordance with the required schedule and within the time specified.
2-5 SCHEDULE OF WORK – The CONTRACTOR shall submit a schedule of work for the improvements for review at the pre-construction meeting. This schedule shall indicate the date the CONTRACTOR will obtain any and all permits from outside agencies, including a permit from the Division of Industrial Safety for any excavation five (5) feet or more in depth. This schedule shall show all items of work and expected construction times for each item. This schedule shall be revised every two (2) weeks as required and submitted to the ENGINEER. The ENGINEER may withhold progress payments for failure of the CONTRACTOR to submit a schedule of work. 2-6 SEQUENCE OF WORK – The CONTRACTOR shall schedule work with the utmost diligence and execute the work expeditiously so as to minimize public inconvenience. 2-7 RESPONSIBILITY REGARDING EXISTING UTILITIES AND PRIVATE PROPERTY – The existence and location of public and private utilities indicated on the DRAWINGS are not guaranteed and any additional utilities and facilities not shown on the DRAWINGS shall be investigated and protected by the CONTRACTOR. The CONTRACTOR shall be held responsible for damage to and 73 for maintenance and protection of existing pipelines, irrigation facilities, public utilities, driveways, alleys, sidewalks, curbs and gutters, and existing fences.

Excavation in the vicinity of existing public utility structures, underground electrical or telephone cable, oil or gas pipelines, and waterlines shall be carefully done by hand. The CONTRACTOR shall adequately protect all adjoining property and structures from damage, whether within or without of the OWNER-furnished rights-of-way, and shall be fully responsible for any damage to adjoining property and structures which may result from WORK done under this Contract.

Unless otherwise provided, the CONTRACTOR shall repair or replace all existing improvements (e. g. curbs, sidewalks, driveways, fence, signs, utilities, street surfaces, structures, sprinkler, etc.) damaged or removed as a result of his operations. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension, whether within the right-of-way or on private property. All repairs and replacements for items on private properties shall be made within seven (7) calendar days.

All costs to the CONTRACTOR for protecting, removing and restoring existing improvements shall be included in the various bid items and no separate payment will be made therefore.

It shall be the CONTRACTOR’s responsibility to notify the Underground Service Alert (USA) Organization for utility undergrounding permits per Section 4216 of the Government Code. The CONTRACTOR shall obtain all identification numbers and certifications required for underground utility locations prior to starting excavation within the project limits of work. The USA North’s – Underground Service Alert phone number is 811/1-800-227-2600.

The CONTRACTOR shall use extreme care during construction to prevent damage from dust to adjacent property. The CONTRACTOR shall sprinkle the areas where the passage or operation of vehicles and equipment creates a dust problem, or take other preventive measures as directed by the ENGINEER. The CONTRACTOR shall furnish all labor, equipment, materials and means required to control dust which is in any way a result of the CONTRACTOR’S operations.

The CONTRACTOR shall be responsible for all damage or injury which may result to property, outside of the construction right-of-way or within the right-of-way where so noted, from the CONTRACTOR’S operations hereunder, or otherwise, from the performance of this Agreement or failure of performance of this Agreement by said CONTRACTOR or any of his subcontractors or employees.
2-8 PROJECT SITE MAINTENANCE – Throughout all phases of construction, including suspension of work, and until final acceptance of the project, the CONTRACTOR shall keep the work site clean and free from rubbish and debris. The CONTRACTOR shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary.

CONTRACTOR shall maintain site in accordance with the City of Madera NPDES Permit for their storm drainage system. Copy of said permit is available at the office of the City of Madera ENGINEER.

Materials and equipment shall be removed from the site as soon as they are no longer necessary. Upon completion of the work and before final inspection, the entire work site shall be cleared of equipment, unused materials and rubbish so as to present a satisfactory clean and neat appearance. All cleanup, dust control, and project site maintenance costs shall be absorbed in the CONTRACTOR’S bid.
74 2-9 NOTIFICATION – All homeowners and businesses affected by the construction shall be notified five (5) days in advance of the Work. The notification shall be in a form of a written posting, stating the time and date that the activities will take place. Should work not occur on the specified day, a new notification will be distributed. Suitable signs shall be posted 48 hours prior to the surfacing. “No Parking” signs shall include the wording, “Vehicle Code Section 22654”. 2-10 WATER SUPPLY – Water will be available to the CONTRACTOR for the performance of the WORK from assigned City fire hydrants. CONTRACTOR will be billed monthly for metered fire hydrant water. Prior to the use of any hydrant, the CONTRACTOR shall notify the Madera Public Works Department and a representative from the Public Works Department will install a meter furnished by the Public Works Department on the fire hydrant. It will be the CONTRACTOR’S responsibility to convey the water to the work site. Regardless of the method of conveyance chosen, it shall not be cause for closure of any streets nor shall it create a nuisance to nearby residents. The CONTRACTOR is responsible for security of the City-furnished meter. An air gap shall be maintained between the hose or pipe discharge to prevent possible backflow in the event of distribution system pressure loss. Payment of work specified above shall be included in the unit and lump sum prices bid in the schedule for the various items of WORK. See Appendix B for City Water Requirements.
2-11 MATERIALS FURNISHED BY OWNER – No labor, material, or other facilities shall be provided by the OWNER unless otherwise indicated on the DRAWINGS or in the SPECIFICATIONS. 2-12 MATERIALS FURNISHED BY CONTRACTOR – Unless otherwise stipulated, the CONTRACTOR shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of the WORK. 2-13 REQUEST FOR EXTENSION OF TIME – No extension of time shall be made for delay occurring more than seven (7) calendar days before a claim is made therefore in writing to the ENGINEER.

In the case of a continuing cause of delay, only one claim is necessary. 2-14 RIGHTS-OF-WAY – The CONTRACTOR shall not be entitled to extra compensation for hardships and increased cost caused by the WORK being adjacent to telephone-telegraph lines and guide wires, power lines and guide wires, buildings, fences, pipelines, ditches, roadways, and other obstacles, which may physically restrict or limit the use of construction equipment. In some cases, such physical confinement may necessitate special methods of construction of the WORK.

If the CONTRACTOR desires to utilize additional area, he shall obtain the necessary written approvals from the landowner.

No additional compensation shall be paid to the CONTRACTOR for the cost of obtaining additional right-of-way or for the inability to obtain such. 2-15 TRAFFIC CONTROL, CONSTRUCTION SIGNS, BARRICADES, AND LIGHTS The contractor shall submit a traffic control plan one week prior to mobilization for City approval. The traffic control plans shall be updated and approved by the City as the work progresses. In all cases, no work shall take place without a City approved traffic control plan. 2-15.1 TRAFFIC SAFETY AND ACCESS – The CONTRACTOR’S operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. A schedule of 75 work shall be submitted to the ENGINEER for approval prior to the start of construction.

CONTRACTOR shall immediately notify ENGINEER of any changes to the approved schedule.

The CONTRACTOR shall submit a traffic control plan to the ENGINEER for approval before the start of construction.

The CONTRACTOR shall backfill all trenches at the end of each working day. The CONTRACTOR shall place and compact backfill in trenches as required to obtain a stable foundation daily for traffic use. In paved areas, three (3) inches of “cold mix” asphalt concrete shall overlay the compacted backfill and be installed daily. Temporary paving work shall be completed to the satisfaction of the ENGINEER. A stockpile of “cold mix” asphalt concrete shall be kept at the project site. There shall be no exception to this requirement.

Public ingress-egress to all streets including driveway access for residences and businesses shall be maintained at all times.

Where necessary, the CONTRACTOR shall place ramps, temporary driveways or steel plates.

Work will not be permitted on Sundays. The CONTRACTOR must submit an application for Saturday work at least 7 (seven) days in advance of the Saturday in question. Overtime expenses will be charged to the CONTRACTOR for approved Saturday work.

Before the CONTRACTOR commences work, he shall discuss with the ENGINEER his proposal for controlling access during the work.

All costs to the CONTRACTOR for complying with the provisions of this section shall be included in various bid items and no separate payment will be made. 2-15.2 PUBLIC SAFETY – The CONTRACTOR shall have at the work site copies or suitable extracts of Construction Safety Orders, Tunnel Safety Orders and General Industrial Safety Orders issued by the State Division of Industrial Safety. He shall comply with the provisions of these and all other applicable laws, ordinances and regulations.
2-15.3 TRAFFIC CONTROL – The CONTRACTOR shall be solely and completely responsible for furnishing, installing and maintaining all warning signs and devices, necessary to safeguard the general public and the work, and to provide for the proper and safe routing of the vehicular and pedestrian traffic during the performance of the work. This requirement shall apply continuously and not be limited to normal working hours. All traffic control devices left in use over-night shall be illuminated. Arrow boards will be required for lane closures. The CONTRACTOR shall submit a plan showing traffic control measures and/or detours for vehicles and pedestrians affected by the construction to the ENGINEER for review and approval. This plan shall be submitted a minimum of five (5) working days prior to the start of work within the street right-of-way. The CONTRACTOR will not be allowed to begin work until an approved plan is on file with the ENGINEER. Approval by the ENGINEER shall in no way relieve the CONTRACTOR from maintaining proper controls at all times. 2-16 STORAGE OF EQUIPMENT AND MATERIALS – Construction equipment shall not be stored in streets, roads or highways without obtaining the approval of the ENGINEER, and then not for more than five (5) days after unloading. All materials or equipment not installed or used in the construction within five (5) days after unloading shall be stored elsewhere by the CONTRACTOR at his expense unless he is authorized additional storage time. Construction equipment shall not 76 be stored at the work site before its actual use on the work and not for more than five (5) days after it is no longer needed on the work. Time necessary for repair or assembly of equipment may be authorized by the ENGINEER.
2-16.1 STOCK PILE SITES – Any sites for stockpiling shall be clean and free of objectionable materials and shall be located outside the street right-of-way in a location identified by the ENGINEER.

Arrangements for these sites shall be the responsibility of the CONTRACTOR. If on private property, a written agreement with the Owner shall be provided to the ENGINEER prior to commencing operations.
2-17 GENERAL PROVISIONS – The specification of any action or remedy that may be taken by the OWNER or the ENGINEER pursuant to the terms hereof for the failure of the CONTRACTOR to perform this Contract or for the breach hereof or for indemnity shall not be the exclusive action or remedy of the OWNER or the ENGINEER, but shall be cumulative with all other actions, rights, and remedies contained herein
2-18 CLEAN AIR ACT OF 1970 ET SEQ. AND FEDERAL WATER POLLUTION CONTROL ACTS AS AMENDED BY THE CLEAN WATER ACT OF 1977 – CONTRACTOR agrees to comply with Federal clean air and water standards during the performance of this Contract. The CONTRACTOR shall provide a Storm Water Pollution Prevention Plan (SWPPP) or a Water Pollution Control Program (WPCP) plan as is applicable for the project and shall be prepared and submitted for approval prior to the start of the work. The plan shall be prepared by an authorized QSD and approved by the CITY ENGINEER.

The Contractor shall coordinate with the City of Madera and file a Notice of Intent (NOI) to comply with associated construction activity of this project with the State Water Resources Control Board, and shall pay the fees required. The CONTRACTOR and SUBCONTRACTORS shall be regulated by the general construction permitting. The City’s Storm Water Pollution Prevention Plan (SWPPP) is on file at the office of the City ENGINEER.

Full compensation for furnishing labor, materials, tools, equipment and incidentals for doing all work for compliance with this special condition shall be included in the Contract BID ITEM price or within the various BID items and no additional compensation will be allowed therefore.. 2-19 AWARD OF CONTRACT – The award of contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. 2-20 HAZARDOUS MATERIAL AND CHANGED CONDITIONS
A. The CONTRACTOR shall promptly, and before the following conditions are disturbed, notify the ENGINEER, in writing, of any:

1. Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be moved to a Class I, Class II, or Class Ill disposal site in accordance with provision of existing law.

2. Subsurface or latent physical conditions at the site differing from those indicated.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. 77 B. The ENGINEER shall promptly investigate the conditions, and if he finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the CONTRACTOR’s cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The CONTRACTOR shall retain any and all rights provided either by Contract or by law which pertain to the resolution of disputes and protests between the contracting parties.

C. In the event that a dispute arises between the ENGINEER and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the CONTRACTOR’S cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The CONTRACTOR shall retain any and all rights provided either by Contract or by law which pertain to the resolution of disputes and protests between the contracting parties.
2-21 ACCESS TO PROPERTY – Pedestrians and vehicular access to properties shall be provided and maintained at all times. Exceptions include during the actual placing of concrete or, for very short periods, during paving operations. Access shall be safe and reasonable for pedestrians and for motor vehicles used by property owners and emergency vehicles (fire, police, and ambulance). The ENGINEER will make the sole determination of what is safe and reasonable. 2-22 HOURS OF LABOR – The CONTRACTOR shall forfeit, as penalty to the OWNER, the sum of twenty-five ($25.00) for each laborer, worker, mechanic, and any subcontractor under him for each calendar day during which such laborer, worker, mechanic or subcontractor is required or permitted to labor more than eight (8) hours in violation of this stipulation.

Overtime and shift work may be established as a regular procedure by the CONTRACTOR with reasonable notice and written permission of the ENGINEER. No work other than overtime and shift work established as a regular procedure shall be performed between the hours of 6:00 p.m. and 7:00 a.m. nor on Saturdays, Sundays or City holidays, except such work as is necessary for the proper care and protection of the work already performed, or in case of an emergency.

City holidays shall be defined as those holidays annually observed by the City. These are: New Years Day, Martin Luther King’s Birthday, President’s Day, Good Friday (4hrs), Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day, (a total of 11½ days). City staff shall not work on City recognized Holidays unless the Contractor agrees to cover the cost of staff time.

CONTRACTOR agrees to pay the costs of overtime inspection except those occurring as a result of overtime and shift work established as a regular procedure. Overtime inspection shall include inspection required during holidays, Saturdays, Sundays and weekdays. Costs of overtime inspection will cover engineering, inspection, general supervision and overhead expenses which are directly chargeable to the overtime work. CONTRACTOR agrees the ENGINEER shall deduct such charges from payment due the CONTRACTOR.
2-23 DUST CONTROL – CONTRACTOR shall prepare and provide a dust control plan in accordance with San Joaquin Valley Unified Air Pollution Control District requirements. Said plan shall be approved prior to start of construction. All cost for preparing said plan and acquiring approval 78 shall be included in CONTRACTOR’s bid. Dust control requirements shall be included in all construction contract specifications. These construction contract specifications shall include the following San Joaquin Valley Unified Air Pollution Control District’s Regulation VIII, Rule 8020 fugitive dust mitigation requirements for the control of fine particulate matter (PMIO) from construction activities:
“All disturbed areas of a construction site, including storage piles of fill dirt and other bulk materials, which are not being actively utilized for construction purposes for a period of seven calendar days or more, shall be stabilized using one or more of the following approved soil stabilization methods to effectively limit visible dust emissions. Where soil moisture or natural crusting is sufficient to limit visible dust emission, no action is required. Disturbed areas shall be stabilized for the duration of the construction activity or until construction work resumes on the inactive disturbed area.

A. Where water is used as the dust suppressant, watering shall be applied to effectively limit visible dust emissions; or
b. Where a chemical dust stabilizer or suppressant, watering shall be applied to effectively limit visible dust emission; or
c. Where planting of trees and vegetative ground cover is utilized, vegetation shall be planted in sufficient density and watered with sufficient frequency to effectively stabilize the disturbed area and limit visible dust emissions.

All operations shall effectively limit visible dust emissions from on-site unpaved roads and offsite unpaved access roads using one or more of the following stabilization methods. Road stabilization shall be maintained for the duration of the activity. Where soil moisture is sufficient to meet this requirement, no action is required.
a. Where water is used as the dust suppressant, watering shall be applied to effectively limit visible dust emissions.
b. Where a chemical dust stabilizer or suppressant is used, the stabilizer or suppressant shall be applied to effectively limit visible dust emissions.

No person shall undertake any land clearing, grubbing, scraping, excavation, land leveling, grading, cut and fill operations, or demolition activities, without utilizing appropriate dust control measures during the land preparation, demolition, excavation or extraction. Appropriate dust control measures may consist of the effective application of water or pre-soaking.

All operations shall limit track-out and expeditiously remove the accumulation of mud or dirt from public paved roads, including shoulders, adjacent to the site. Removal activities must comply with local requirements and procedures.

In addition to restrictions imposed by local agencies, the use of dry rotary brushes for removal of deposited mud/dirt carryout from a paved road shall be prohibited, except where preceded or accompanied by sufficient wetting to limit the visible dust emissions. The use of blower devices for removal of deposited mud/dirt carryout from subject paved roads shall be prohibited.”
2-24 NOISE CONTROL – Noise generating construction equipment activities shall be limited to 7:00 a.m. to 6:00 p.m. on weekdays and 8:00 a.m. to 5:00 p.m. on Saturdays. No noise generating construction activities shall be permitted on Sundays and holidays. 79 All construction equipment shall be maintained according to manufacturers’ specifications and noise generating construction equipment shall be equipped with mufflers. 2-25 CLEAN-UP – The CONTRACTOR shall clean up the job site prior to acceptance of the WORK. All dirt, spoil, and debris of any nature shall be removed and the entire site shall present a clean, workmanlike appearance. Any damage to paint work caused from spillage or splattering, or from prime coating, paving or seal coating operations shall be corrected. All areas such as manways, gutters, and intersections shall have the surfacing mix removed as specified by the ENGINEER. The CONTRACTOR shall remove, on a daily basis, any debris associated with the performance of the WORK.
2-26 SPREADING EQUIPMENT – Except as herein specified, pavers shall be capable of spreading and finishing asphalt concrete true to line, grade and crown as required in State Standard Specification, Section 39.
• Pavers shall be equipped with quick and efficient steering devices and shall have reverse as well as forward travelling speeds;
• Pavers shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation. The hopper shall be equipped with distributing screws of the reversing type to place the mixture uniformly in front of the screed;
• The screed shall be equipped with a controlled heating device for use when required.

The screed shall strike off the mix to the depth and cross section specified without the aid of manual adjustments during operations;
• Particular attention shall be directed to the setting, clearance and wear condition of the tamper bar on paver screeds so equipped.
2-27 24-HOUR CUSTOMER ACCESS – Service Provider must respond to calls from customers or the City concerning leaks, loss of service and other problems associated with installations on a 24- hour per day basis. Service Provider must respond within one (1) hour of receiving the call and mobilize to correct any problems within three (3) hours of receiving the call. 80 THIS PAGE INTENTIONALLY LEFT BLANK
81 SECTION 3

CITY OF MADERA

CITY OF MADERA STANDARD SPECIFICATIONS AND DRAWINGS
The Standard Specifications and Standard Drawings are available online at https://www.madera.gov/home/departments/engineering/standard-drawings/ These online specifications and drawings are the most current, approved issue. 82 THIS PAGE INTENTIONALLY LEFT BLANK
83 SECTION 4

DESCRIPTION OF BID ITEMS
STOREY ROAD SHOULDER PAVING, R-60 CMAQ 5157 (114)

4.01 GENERAL
All work shall be done as shown on the Plans, in conformance with the provisions in the Specifications, in conformance with the requirements in all permits related to or required for the work, and as directed by the Engineer.

The contract price paid per measure of work, or the contract lump sum price paid for an item of work, shall include full compensation for furnishing all labor, materials (unless specified as to be furnished by the City), tools, equipment, and incidentals and for doing all the work involved, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

This Explanation of Bid Items is intended to provide for each bid item, or a range of bid items, only a brief description of the work involved, a reference to the applicable section or condition in the Specifications, a brief description of any notable related work that is included or excluded, any limitation on the contract amount, and the basis of payment. Refer to the referenced section or condition in the Specifications for additional references and complete specifications for the work.

4.02 BID ITEM 1 – MOBILIZATION
This is a lump sum bid item for “Mobilization.” Mobilization” shall consist of bonds, insurance, permits, licenses, fees, the movement of personnel, equipment, supplies, and incidentals to the project site, and including any remobilization necessary because of the required construction schedule or order of work sequencing as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. Full compensation for any anticipated mobilization costs in excess of the specified lump sum price shall be considered as included in the contract prices paid for the various items of work, and no separate payment will be made therefore.

Progress payments for mobilization will be made as follows:

When 5% of the original contract amount is earned from other contract items, an amount equal to 50% of the contract lump sum price for mobilization or 5% of the original contract amount, whichever is less, will be paid for mobilization.

When 10% of the original contract amount is earned from other bid items, an amount equal to 100% of the contract lump sum price for mobilization or 10% of the original contract amount, whichever is less, less the amount previously paid for mobilization, will be paid for mobilization.

Upon completion of all work on the project, an amount equal to 100% of the contract lump sum price for mobilization, less the amount previously paid for mobilization, will be paid for mobilization.
84 4.03 BID ITEM 2 – TRAFFIC CONTROL, DETOURS, AND ACCESS This is a lump sum bid item for “Traffic Control, Detours, and Access.” Reference is made to Subsection 5.11,” Traffic Control, Detours, and Access,” of these Special Provisions – Technical. “Traffic Control, Detours, and Access” shall consist of constructing, maintaining and removing temporary paved detours; establishing, maintaining and discontinuing temporary alternate route detours; providing and maintaining traffic control; providing access to properties in the vicinity of the work; and providing for the convenience and safety of the public and public traffic, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The contract lump sum price paid for “Traffic Control, Detours, and Access” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in “Traffic Control, Detours, and Access,” complete in place, including preparing and securing the Engineer’s approval of the traffic control plan; flaggers; furnishing, installing, maintaining and finally removing aggregate base and asphalt concrete for construction of optional detours not shown on the Plans; traffic control signs and devices; pavement markings; channelizers; and chain link fence; all as shown on the Drawings, in conformance with the provisions in the Specifications and required permits, and as directed by the Engineer.

4.04 BID ITEM 3 – Water Pollution Control Plan (WPCP) STORM WATER POLLUTION PREVENTION This is a lump sum bid item for “Storm Water Pollution Prevention.” Reference is made to Subsection 5.05, “Storm Water Pollution Prevention,” of these Special Provisions – Technical.

The contract lump sum price paid for “Storm Water Pollution Prevention” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Storm Water Pollution Prevention,” complete in place, including preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP); all work involved in the installation, implementation, maintenance, de-implementation and removal of best management practices (BMPs); and site stabilization upon completion of construction; as shown on the Drawings, in conformance with the provisions in the Specifications, as required by permitting agencies, and as directed by the Engineer.

4.05 BID ITEM 4 – SJVAPCD DUST AND EMISSION CONTROL PLAN This is a lump sum bid item for “SJVAPCD Dust and Emission Control Plan.” Reference is made to Subsection 5.07, “Dust Control,” of these Special Provisions – Technical.

The contract lump sum price paid for “SJVAPCD Dust & Emission Control Plan” shall include full compensation for furnishing all labor, tools materials, equipment and incidentals and for doing all the work involved in “SJVAPCD Dust and Emission Control Plan,” including preparation and implementation of the Dust Control Plan and Air Impact Assessment Application for Emission Control for Rule 8021, Rule 8041 and Rule 9510 Indirect Source Review, in conformance with 85 the provisions in the Specifications, as required by the SJVAPCD, and as directed by the Engineer.

4.06 BID ITEM 5 – DEMOLITION, CLEARING, AND GRUBBING
This is a lump sum bid item for “Demolition, Clearing, and Grubbing.” Reference is made to Subsections 5.12, “Clearing and Grubbing,” and 5.13, “Clearing and Grubbing (Concrete and Asphalt Concrete),” of these Special Provisions – Technical and Section 10, “Clearing and Grubbing,” of the Standard Specifications
“Demolition, Clearing, and Grubbing” shall consist of the removal and disposal of trees, roots, stumps, limbs, buried logs, concrete, asphalt concrete, existing turf, buried trash, trash piles, vegetation to be removed, fences, irrigation pipe and risers, standpipes, structures, pipes, debris, storm drain lines and inlets, temporary detour improvements, sewer manholes and sewer mains to be removed or abandoned, removal and salvaging of existing signs, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of, the proposed improvements, together with restoration of landscape irrigation system facilities disturbed as a result of the Contractor’s operations and provision of temporary landscape irrigation during the period of such disturbance.

The contract lump sum price paid for “Demolition, Clearing, and Grubbing” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in “Demolition, Clearing, and Grubbing,” including protection of adjacent improvements, trees and plants, disposal of removed materials, excavation, backfill, compaction, and grading, as shown on the Plan, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.07 BID ITEM 6 – ROADWAY EXCAVATION AND SUBGRADE PREPARATION This is a unit price (Final Pay Quantity) bid item, per cubic yard, for “Roadway Excavation.” Reference is made to Subsection 5.14, “Earthwork,” of these Special Provisions – Technical.

The contract unit price paid per cubic yard for “Roadway Excavation” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Roadway Excavation,” complete in place, including removed and loading, hauling, removal and disposal of excess excavated material, removal and disposal of unsuitable material as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The final payment will be made on quantity estimated and no additional payment will be made.

4.08 BID ITEM 7 – SAWCUTTING
This is a unit price bid item, per linear foot, for “Sawcutting.” Reference is made to Subsection

5.15, “Sawcutting,” of these Special Provisions – Technical. 86 “Sawcutting” shall consist of sawing either Portland cement concrete or asphalt concrete to a minimum depth of four (4) inches with an abrasive type saw, to the lines shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The Contractor shall protect all sawcut edges from damage. Should any sawn edge become damaged, the Contractor shall re-saw the edge at his expense.

Full compensation for sawcutting, including protecting the sawed edge, shall be considered as included in the contract prices paid for the items for which sawcutting is required, and no additional payment will be made therefore.

The contract unit price paid per linear foot for “Sawcutting” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved, complete in place, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.09 BID ITEM 8 - ASPHALT CONCRETE PAVEMENT
This is a unit price bid item, per ton, for “Asphalt Concrete.” Reference is made to Subsection

5.17, “Asphalt Concrete,” of these Special Provisions – Technical and Section 13, “Asphalt Concrete Pavement,” of the Standard Specifications.

Asphalt Concrete Pavement, Type A, shall consist of furnishing and mixing aggregate and asphalt binder at a central mixing plant, and hauling, spreading, and compacting the mixture in place as shown on the Drawings.

Included in this bid item is furnishing and applying fog seal coat in accordance with Section 37 of the State Standard Specifications and as directed by the Engineer and these specifications.

The contract unit price paid per ton for “Asphalt Concrete” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Asphalt Concrete,” complete in place, including asphalt binder, paint binder (tack coat), hauling, spreading, compaction, testing and fog seal coat, as shown on the Drawings, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.10 BID ITEM 9 – CLASS 2 AGGREGATE BASE
This is a unit price bid item, per ton, for “Class 2 Aggregate Base.” Reference is made to Subsection 5.16, “Aggregate Base,” of these Special Provisions – Technical and Section 12 of the City Standard Specifications.
“Class 2 Aggregate Base” shall consist of placing and compacting aggregate base material on a prepared subgrade or subbase surface. This bid item includes only aggregate base for the construction of improvements shown on the Plans. This bid item does not include other aggregate base as incidental to or included in another contract item of work, or aggregate base for temporary improvements constructed at the Contractor’s option. Full compensation for aggregate base specified as incidental to or included in a contract item of work, including spreading, compaction, and testing, shall be considered as included in the contract price paid for the item of work involved, and no additional compensation will be allowedtherefor.

The contract unit price paid per ton for “Class 2 Aggregate Base" shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing 87 all the work involved in “Class 2 Aggregate Base,” complete in place, including spreading, compaction, and testing, as shown on the Drawings, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.11 BID ITEM 10 - 10” CONCRETE CURB
This is a unit price bid item, per linear foot, for “ 10” Concrete Curb”, as shown on the Plans.

Reference is made to Section 5.22 of these specifications and Section 14, “Concrete Improvements,” of the Standard Specifications.

The contract unit price paid per linear foot for “10” Concrete Curb” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “ 10” Concrete Curb,” complete in place, including forming, joint construction, finishing, curing, and testing, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.12 BID ITEM 11 - CONCRETE VALLEY GUTTER
This is a unit price bid item, per square foot, for “Concrete Valley Gutter.” Reference is made to Section 5.22 of these specifications and Section 14, “Concrete Improvements,” of the Standard Specifications.

The contract unit price paid per square foot for “Concrete Valley Gutter” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Concrete Valley Gutter,” complete in place, including forming, joint construction, finishing, curing, and testing, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

4.13 BID ITEM 12 - ADJUST EXISTING UTILITIES TO FINISH GRADE This item is bid per each adjusting water valve covers to grade at locations as shown on the plans. The unit price bid shall include payment for furnishing all labor, materials, tools, and equipment for adjusting the existing water valves covers to finish paving grade including any concrete collars (Per City Std Dwg W-8) and risers per City Standard Drawings.

4.14 BID ITEM 13 – PAVEMENT MARKING AND STRIPING
This is a lump sum bid item for “Pavement Marking and Striping.” Reference is made to Subsection 5.23, “Pavement Striping and Marking,” of these Special Provisions – Technical.

The contract lump sum price paid for “Pavement Marking and Striping” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Pavement Marking and Striping,” complete in place, including removal of existing stripes and markings, surface preparation, solvent borne paint, glass beads, and raised reflective pavement markers, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. 88 4.15 BID ITEM 14– MISCELLANEOUS FACILITIES AND OPERATIONS This is a lump sum bid item for “Miscellaneous Facilities and Operations.” Reference is made to Subsection 5.18, “Miscellaneous Facilities and Operations,” “Lead Control Compliance Plan’ per Section 5.21. shall be included in “Miscellaneous Facilities and Operations,”
“Miscellaneous Facilities and Operations” shall consist of providing all miscellaneous facilities and operations required for work shown on the Plans or specified in the Specifications, or patently necessary for the completion of work so shown or specified, and not specifically included in the work under any other bid item, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The contract lump sum price paid for “Miscellaneous Facilities and Operations” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Miscellaneous Facilities and Operations,” complete in place, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.
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90 SECTION 5
SPECIAL PROVISIONS – TECHNICAL

5.01 CONSTRUCTION CONDITIONS
A. DESIGN ENGINEER
The words “Design Engineer” shall mean and refer to City of Madera, Engineering Department, 428 East Yosemite Avenue Madera, CA 93638.

B. ARCHEOLOGICAL ARTIFACTS
Should the construction activities uncover items which may qualify as archeological artifacts, the Contractor shall cease construction at that location and immediately notify the Engineer.

C. CONTAINMENT AND TRANSPORTATION OF AGGREGATE MATERIAL The Contractor shall refer to the provisions in Sections 23113, 23114, 23115 and 40,000.16 of the California Vehicle Code regarding containment and transportation of any aggregate material upon public roadways, which provisions are hereby incorporated into these Technical Specifications.

D. CONSTRUCTION SURVEYING
The Contractor shall provide construction surveying as required to setup and align median curbs, setting of equipment, electrical system and irrigation systems as directed by the Engineer and include all surveying cost in the various bid items.

E. FULL COMPENSATION INCLUDED IN BID AMOUNT
The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until acceptance by the City and for all risks of every description connected with the prosecution of the work; also for the expenses incurred as consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the work according to the Plans and Specifications. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of the obligation to make good any defective work or material.

No compensation will be made in any case for loss of anticipated profits.

The contract prices paid for the work shall include full compensation for furnishing all labor, materials, tools, and equipment, and incidentals, for paying all related fees and expenses, and for doing all the work involved, complete in place, including work shown or specified for which specific contract items are not identified, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. The Contractor shall proportionally distribute incidental costs associated with work for which specific contract items are not identified among the contract prices for the work for which specific contract items are identified, and no additional compensation will be allowed therefor.

F. PRE-CONSTRUCTION CONFERENCE
A pre-construction conference shall be held in accordance with these Specifications. Prior to the start of construction, a meeting shall be called by the Engineer with the Contractor, subcontractors, affected City Departments and interested agencies affected by the work, to discuss the proposed work. At that 91 time the responsibilities of the contract parties, procedures for payments and changes, schedules, coordination of staking, inspection and testing, etc., will be discussed.

The contractor shall present a proposed construction schedule at this meeting. The schedule shall be in the form of tabulation, chart, or graph and shall be in sufficient detail to show the chronological relationship of all activities of the project including, but not limited to, estimated starting dates of various activities, procurement of materials, and scheduling of equipment. The construction schedule shall reflect completion of all work under this contract within the specified time and in accordance with these Special Provisions. The Contractor shall also furnish upon request, any and all material compliance certifications.

The schedule shall provide timeframes that reflect alley paving process from clearing and grubbing to fog seal. The contractor shall pave the alley in a reasonable timeframe to reduce “alley down time” and have it available to the public as soon as possible. The contractor shall work with the Engineer if changes are requested.

At this meeting, the Contractor shall also furnish to the Engineer an emergency availability list, to include name of persons, together with their addresses and home telephone numbers, who are authorized to act on behalf of the Contractor in an emergency arising out of conditions at the work site after normal working hours.

G. PERMITS, LICENSES AND FEES
The Contractor shall secure all permits and licenses, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work under this contract. The Contractor shall undertake all efforts necessary to develop complete self-satisfaction as to the provisions in the various permits and the submission of a bid on this project will be deemed conclusive evidence that the Contractor has done so.

Satisfactory evidence of obtaining the required permits shall be submitted to the Engineer prior to, and as a condition of, issuance of the “Notice to Proceed.” The Contractor shall abide by the conditions of said permits and perform all work governed by said permits in conformance therewith and as directed by the Engineer.

Full compensation for all work necessary to obtain and comply with all required permits and licenses, including any and all related fees and expenses, shall be considered as included in the contract prices for the items of work for which the permits and licenses are required, and no additional compensation will be allowed therefor.

H. CITY OF MADERA BUSINESS LICENSE
The Contractor shall obtain a City of Madera Business License for work in City right-of-way, and pay any and all related expenses, except that no permit fee will be required for the City of Madera Street Work Permit.

Contact Information: City of Madera, Finance Department, 428 East Yosemite Avenue, Madera, CA 93638, (559) 661-5408.

I. COMPLIANCE WITH SAFETY CODE
In accordance with generally accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours.

The duty of the Engineer to conduct construction review of the Contractor’s performance is not intended to include review of the adequacy of the Contractor’s safety measures in, on or near the 92 construction site. This review does not relieve the Contractor of any duties, obligations and responsibilities for compliance with the safety codes nor does it place any responsibility upon the Engineer for the Contractor’s compliance with all appropriate safety requirements. The Contractor shall comply with all applicable codes, including the regulations and safety orders of the California Department of Industrial Relations, 2550 Mariposa Street, Fresno, California 93721, (559) 445-5302.

J. JOB SAFETY AND SPECIAL WORKER PROTECTION FROM TOXIC OR EXPLOSIVE GASES The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders and General Safety Orders issued by the California Department of Industrial Relations, as well as all other applicable laws, ordinances and regulations.

In conformance with said Safety Orders, the Contractor shall protect workers from toxic or explosive gases by providing whatever testing equipment and other special equipment that may be needed to detect the presence of and to remove such toxic or explosive gases found to exist in any underground facilities involved in the work, whether these facilities are newly constructed or existing.

The above-named requirements of the California Department of Industrial Relations are minimum requirements. In addition, the Contractor shall provide, for the life of the contract, similar protection for any person, including the Engineer or any authorized representatives thereof, subcontractors, or any other person authorized or required to enter such underground facilities for inspection, repairs, or any other reason.

K. MINIMIZING NOISE IMPACTS OF CONSTRUCTION
The following measures shall be implemented by the Contractor to minimize noise impacts during construction:

The Contractor shall conduct all operations in conformance with the Noise Regulations in the Municipal Code of the City of Madera.

To minimize potential annoyance related to construction noise, advance notice of the proposed construction times shall be given to all residents and other occupants of structures along the route of the project. At least 5 working days notice shall be given to all residents, except that at least 2- weeks notice shall be given to noise-sensitive facilities, such as schools, churches, etc.

Noise generating activity shall be limited to the hours of 7:00 am to 7:00 pm, Monday through Friday. Construction activities shall occur only during daylight hours, unless special permission in writing is obtained from the Engineer. If nighttime construction is allowed at a location, advance scheduling information shall be provided nearby residents. Unnecessary noise, such as idling vehicles, shall not be allowed during nighttime construction.

Construction activities, except of an emergency or maintenance nature, shall not occur on Saturdays or Sundays.

All construction equipment shall be equipped with proper mufflers and other noise suppression devices, insofar as practicable.

None of the above shall be interpreted to allow construction at any time not in conformance with jurisdictional agencies’ laws, rules or ordinances regulating allowable hours of work and allowable noise levels.
93 L. COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 This Contract is subject to all terms and conditions of the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970, the California Occupational Safety and Health Act and their present and future amendments.

The Contractor expressly assumes responsibility for compliance therewith and warrants that all materials, supplies and equipment provided or installed pursuant to this Contract, whether provided by the Contractor, subcontractor, or a supplier, fully satisfy the requirements in said Acts. The Contractor shall, upon insertion in each contract with a subcontractor or supplier of a clause by which the subcontractor or supplier warrants such compliance, be relieved of responsibility by the subcontractor or supplier.

M. MAINTAINING DRAINAGE
The Contractor shall provide and maintain drainage for the existing street sections or other areas of work. Temporary provisions for drainage of any area during construction where existing drainage facilities have been damaged or altered as a result of the Contractor’s operations shall be made by the Contractor as directed by the Engineer.

The Contractor shall be responsible for all damages to public or private property incurred due to failure to provide adequate drainage within and through the construction area or due to blockage of existing drainage facilities at or upstream from the area of work.

N. EXISTING UTILITIES
Reference is made to Section 5 of the Standard Specifications and these Special Provisions.

The Contractor shall notify Underground Service Alert (USA) by telephone, calling “811” at least 48 hours prior to the beginning of any excavation work, and request field marking of existing utility facilities in the work area.

O. SPECIAL REQUIREMENTS NEAR NATURAL GAS TRANSMISSION FACILITIES Reference is made to Subsection 6.01L 4.01N, “Existing Utilities,” of the Special Conditions – Technical.

The Contractor shall notify PG&E, no less than 48 hours in advance of performing work in the vicinity of natural gas transmission facilities, whether parallel or transverse to the proposed improvements.

When required by PG&E, no work shall be done in the vicinity of natural gas transmission facilities unless a PG&E inspector is on hand at the site of the work.

If PG&E or the Engineer determines that temporary support or bracing of natural gas transmission facilities is necessary during construction, the Contractor shall provide such support or bracing, or shall make arrangements to have PG&E provide such support or bracing, as directed by the Engineer. The Contractor shall bear all costs and expenses associated with temporary support or bracing of existing natural gas transmission facilities, and shall bear all costs and expenses associated with damage to existing natural gas transmission facilities resulting from the Contractor’s operations.

P. COORDINATION WITH UTILITIES AND OTHER CONTRACTORS
The Contractor shall diligently coordinate construction operations with, and shall cooperate with, utility companies and agencies and other contractors conducting operations adjacent to or within the work area to prevent delays or hindrances to the work.

It is possible that utility work conducted by utility agencies or companies, or by contractors performing work under contract to them, may result in delays in the Contractor’s operations, and may require noncontinuous operations in the vicinity of utility work when continuous operations would otherwise have 94 been possible. If, in the opinion of the Engineer, a delay is unavoidable and directly attributable to such utility work, a time extension will be granted to account for the delay. However, if the delay is due to the Contractor’s failure to diligently coordinate construction operations with the utility work, in the opinion of the Engineer, no time extension will be granted. The contractor shall not be entitled to compensation for reasonable delays for utility work.

Q. COMPACTION TEST METHODS
Compaction testing of backfill, subgrade, aggregate base and asphaltic concrete shall be performed using State of California (Caltrans) Test Methods and Procedures.

R. COSTS RELATED TO COMPLIANCE WITH ADDITIONAL CONDITIONS Full compensation for all work and expenses involved in compliance with the additional conditions contained in this section, including work attributable to delays, non-continuous operations and multiple move-ins required as a result of coordination with utilities and other contractors, shall be considered as included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.

S. SAFETY REGULATIONS
This contract is regulated by Title 29, Chapter 17, Part 1910 of the Federal Labor Code, the WilliamsSteiger Occupational Safety and Health Act of 1970, additions to the Code and the California Industrial Safety Code. The Contractors operations shall be governed by the most stringent of regulations embodied in the foregoing safety laws. The cost of measures taken by the Contractor for compliance with said regulations shall be included in unit bid items of construction, and no additional payment will be made.

T. EMERGENCY AVAILABILITY
The contractor shall furnish to the City, prior to the issuance of the “Notice to Proceed”, a list of persons, together with the telephone numbers who are authorized to act on behalf of the Contractor in an emergency arising out of conditions at the work site after normal working hours.

U. INSPECTION DURING CONSTRUCTION
The Engineer and Inspector shall, at all times, have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge relative to the progress, workmanship and character of materials used and employed in the work. 6.6 Whenever the Contractor varies the period during which work is carried on each day, he/ she shall give due notice to the Engineer or Inspector so that proper inspection may be provided. Any work done in the absence of the Engineer or Inspector may be subject to rejection.

V. SALVAGED MATERIALS
All salvaged materials specified for removal and salvage shall remain the property of the City and shall be delivered to the City Public Works Stockpile at RD 28 ¼ and Raymond Road. Clean excess dirt, if any, shall be hauled to Public Works yard located at Raymond Road and Road 28 ¼.

All stored materials to be reinstalled on the project site and shall be the responsibility of the Contractor to maintain the materials in good condition.
95 W. CLEAN-UP
The Contractor shall clean up the job site prior to acceptance of the work. All dirt, spoil, and debris of any nature shall be removed and the entire site shall present a clean, workmanlike appearance to the satisfaction of the Engineer.

Whenever the work provided and contemplated by the contract shall have been satisfactorily completed and the final clean-up performed, the Contractor shall request in writing a final inspection.

The Engineer will schedule the final inspection.

X. INTERPRETATIONS
Should it appear that the work to be done, or any matter relative thereto, is not sufficiently detailed or explained in these Specifications or in the Special Provision, the Contractor shall turn to the Engineer for such further explanation as may be necessary, and shall conform to such explanation or interpretation as part of the contract, so as far as may be consistent with the intent of the original Specifications. In the event of doubt or question relative to the true meaning of the Specifications, deference shall be given to the City Engineer, whose decision thereon shall be final.

5.02 DESCRIPTION AND ORDER OF WORK
The work to be accomplished under this contract shall consist of furnishing all labor, materials, tools, and equipment necessary for shoulder paving on Storey Road adjacent to Millview Park Sport Complex including clearing, grubbing, sawcutting, grading, new concrete improvements, Utility valve cover adjustment, asphalt concrete paving, striping, , and relocation of signage, as shown on the Drawings, in conformance with the provisions in the Contract Documents, and as directed by the Engineer.

5.03 MOBILIZATION
This work shall consist of the movement of personnel, equipment, supplies and incidentals to the project site, including any remobilization necessary because of the Contractor’s construction schedule and/or sequencing, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

Progress payments for mobilization will be made as specified in Section 9-1.16 Progress Payments of the State Standard Specifications.

5.04 RESIDENT NOTIFICATION
Notices to residents regarding work shall include the following: a general description of the project, the date in which work is expected to be performed in their neighborhood, expected traffic delays, no parking details, the possibility of towed cars, and the name, address and phone number of the contractor’s superintendent and the City Engineering Department so that residents may call to ask questions. The contractor shall distribute by hand, a typed notice to all residences and businesses on the streets that may be impacted by this project. Notices shall be in English and Spanish. If there is a change in schedule that reflects residents being affected on a different date than the originally notified, the Contractor shall re-notify with revised work date as soon as possible.

The notice will be delivered no less than 5 calendar days prior to the start of construction. The notice shall be of the door hanger type that secures to the door handle of each dwelling that fronts the 96 roadway. Unsecured notices will not be allowed. Hand distribution of this notice will be considered incidental to the contract.

If construction occurs during garbage days and the contractor wishes to proceed with the workday, the contractor may notify the residents that the trash bins will be placed in the side street for pick-up to allow un-interrupted work time. The trash bins shall be properly labeled to track ownership. The trash bins shall be transported to the side street by the contractor after proper notification to the property owner and coordination with waste collection company and City representatives. Once the trash has been collected, the contractor shall coordinate with property owner to determine if the bin needs to be returned to the resident immediately after or at the end of the work day.

The notice will also inform all residents not to leave waste containers on the street until the scheduled pick-up day. If waste containers are left on the streets, it shall be the Contractor’s responsibility to remove or arrange for proper removal of the containers at no additional cost to the City. Likewise, if the City must return for pick-up due to unscheduled contractor activity, any additional charges shall be the responsibility of the Contractor.

All notifications and signs to be provided by the contractor shall be approved by the Engineer before they are delivered and installed by the contractor.

If work is not completed on the day scheduled, the contractor shall re-notify and re-post the affected streets. Hours of Alley paving operation shall be after 7am to 5pm no exceptions unless stated by the Engineer.

Unless authorized by the Engineer any required removal of parked cars shall be coordinated through the Engineering Department and the City Police Department. Towing fees will be paid by the City.

5.05 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
A. GENERAL

1. Summary
This site is covered by the Construction General Permit issued by the State Water Resources Control Board (SWRCB) under the national Pollution Discharge Elimination System permit program of the Environmental Protection Agency. The Contractor shall be fully aware of the requirements under this Permit including the latest amendments. A full copy of the General Permit and most recent orders can be found at the State Water Resources Control Board website, at:
http://www.swrcb.ca.gov/water_issues/programs/stormwater/constpermits.shtml.

It is anticipated this project will have a disturbed area less than 1 acre and beneath the disturbed area threshold that requires the City obtain coverage through the Construction General Permit under the National Pollution Discharge Elimination System (NPDES) permit program of the Environmental Protection Agency (EPA) or eligible for an Erosivity Waiver. In these cases, a Storm Water Pollution Prevention Plan (SWPPP) and Notice of Intent (NOI) are not required to be filed with the California Stormwater Multiple Applications and Report Tracking System (SMARTS). It is the Contractor’s responsibility to provide Water Pollution Control Plan (WPCP) developed by a Qualified SWPPP Developer (QSD) if the project does not require coverage through the Construction General Permit or is not eligible for an Erosivity Waiver.

The WPCP shall be developed in accordance with the guidelines for preparing a SWPCP contained in the Construction General Permit for submittal to and approval by the City. Submittal through SMARTS will 97 not be required in this instance. Once approved, the Contractor is required to implement and maintain Best Management Practices (BMPs) in accordance with Construction General Perming and approved WPCP for the project duration. The City representative reserves the right to modify and request additional BMPs measures as deemed necessary. No additional reporting or document preparation will be required.

If the Contractor determines the project requires a SWPPP and NOI, the remainder of this section applies, as follows.

The Contractor shall have the SWPPP prepared by a QSD (Qualified SWPPP Developer) in accordance with the guidelines contained in the Construction General Permit under the National Pollution Discharge Elimination System (NPDES) permit program of the Environmental Protection Agency (EPA). https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.jsp. The Contractor shall setup and prepare the NOI as a “Data Entry Person” including the attachment of the SWPPP prepared by the Contractor’s QSD. The Contractor shall notify the City of Madera once the NOI is ready for the City’s Signatory Approval and submission to the SWRCB. The NOI shall be approved prior to work commencing, and the fees therefore will be paid by the City of Madera. The Contractor shall coordinate with Raquel Rios, Assistant Engineer, at 559-661-5418 regarding NOI and NPDES compliance.

The Contractor, under the terms of this Contract, is the operator of the site. It is therefore the Contractor’s responsibility to have a QSP (Qualified SWPPP Practitioner) implement and maintain the Best Management Practices (BMP) contained in the SWPPP.

Upon approval of the SWPPP, the Contractor is responsible throughout the duration of the project for installing, constructing, inspecting, and maintaining the control measures included in the SWPPP and any amendments thereto, and for removing and disposing of temporary control measures. In addition, the Contractor is responsible throughout the duration of the project for monitoring and sampling discharge flows as specified in the SWPPP and any amendments thereto. Unless otherwise directed by the Engineer or specified in these Special Provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any suspension of work ordered in conformance with the provisions in Section “8-1.06 “Suspensions,” of the State Standard Specifications. Requirements for installation, construction, inspection, maintenance, removal, and disposal of control measures are specified in these Special Provisions.

Following completion of the construction project, the City of Madera will prepare and submit the executed NOT to the Central Valley Regional Water Quality Control Board (RWQCB) through SMARTS for termination of General Construction Permit coverage. Conditions for termination of General Construction Permits can be found in Order No. 2009-2009-DWQ.

2. Submittals
a. SWPPP
b. Addenda to SWPPP
c. Reports required by the SWPPP
98 B. STORM WATER POLLUTION PREVENTION PLAN

1. The SWPPP shall be prepared by a QSD in accordance with the guidelines contained in the General Construction Permit issued by the SWRCB under the NPDES permit program of the EPA

2. The intent of the Construction General Permit is to protect the quality of the receiving waters of the United States by limiting the quantity of pollutants in rainfall runoff from construction sites. In order to accomplish this goal, each construction activity is required to prepare a plan that will govern work operations and activities to lessen the probability that pollutants will be present in rainfall runoff from their site.

In order to accomplish this goal, each construction activity is required to prepare a plan that will govern work operations activities to lessen the probability that pollutants will be present in rainfall from their sites.

3. This site shall be covered by the General Construction Permit by the time construction begins.
a. All construction activity shall comply with the conditions of the permit. b. The Contractor shall apply for the NOI and copies provided to the City, the Contractor shall also notify the SWRCB of the completion of the project. The Contractor shall pay for application fees required for the NOI.

4. The Contractor’s QSD shall prepare the SWPPP to comply with the General Construction Permit
a. The Contractor, under the terms of this Contract, is the Operator of the site. It is therefore the Contractors responsibility to faithfully and fully implement the BMP’s contained therein.
b. Failure to implement BMP’s as required to meet the intent of the General Construction Permit and the SWPPP is a breach of state and federal laws. c. Punishment for breaking the law can result in fines and imprisonment.

5. The BMP’s contained in the SWPPP shall meet the intent of the General Construction Permit.
a. The Contractor’s QSP shall provide, implement, and carry out the BMP’s that comply with the General Construction Permit regardless of the BMP’s contained in the SWPPP. b. The Contractor’s QSP shall bear full responsibility for reviewing the BMP’s contained in the SWPPP, ascertaining the BMPs’ ability to provide adequate controls, and implementing the BMP’s or implementing others deemed by the Contractor/QSP to better accomplish the intent of controlling the quality of runoff water from the Project Site.
c. The Contractor’s QSP shall submit any BMP changes made in the field as an addendum to the SWPPP to the SWRCB, and the SWPPP shall reflect any changes made.

6. Amendments to the SWPPP shall be submitted to the Engineer for review and approval in the same manner specified for the initially approved SWPPP. Approved amendments shall be dated and logged in the SWPPP. Upon approval of the amendment, the Contractor shall implement the additional control measures or revised operations. 99 C. EXECUTION

1. APPLICATION
a. General Requirements
1) The Contractor shall comply with the conditions of the General construction Permit.
2) The SWPPP is prepared to aid the Contractor in complying with the General Construction Permit.
3) Services to be provided and maintained from commencement of Work until final acceptance.
b. Best Management Practices
1) Under the terms of this contract, the Contractor is the Operator of the Site and it is the Contractor’s responsibility to faithfully and fully implement the BMP’s. 2) Should the Contractor deem the BMP’s in the SWPPP are inadequate to meet the requirements of the General Construction Permit, the Contractor shall implement new BMP’s that are equal to or better than those contained in the SWPPP. a) Should the Contractor implement new BMP’s, he shall prepare all addenda to the SWPPP required by the General Construction Permit
3) Failure to implement the BMP’s as required to meet the intent of the General Construction Permit and the SWPPP is a breach of state and federal laws. a) Punishment for breaking the law can result in fines and imprisonment

2. FIELD QUALITY CONTROL
a. Monitoring of BMP’s
1) Monitoring by Contractor’s QSP
a) Carry out the Monitoring Program required by the SWPPP b) Prepare all reports required by the SWPPP
2) Monitoring by Owner
a) The Owner will monitor the Contractor’s implementation and maintenance of the BMP’s
b) Should the Owner determine that the Contractor’s efforts fail to meet the requirement of the General Construction Permit, the SWPPP, and SWPPP amendments, the Owner reserves the right to that of the following actions:

Notify the SWRCB of the perceived failure of the Contractor to comply with the General Construction Permit and SWPPP
Withhold an amount of money from the Contractor’s Payment Request equal to the Owner’s estimate of the value of the work required to implement and maintain the required BMPs.

Hire a separate contractor to perform work required to implement and maintain the BMP’s and deduct the costs thereof from the Contractor’s Payment.
100
3) If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than the onset of subsequent precipitation. The correction of deficiencies shall be at no additional cost to the Owner.
b. Availability of SWPPP
1) The Contractor shall keep copies of the SWPPP and addenda thereto in the following locations:
a) Contractor’s General Business Office
b) Contractor’s Project Site Field Office
c) Construction manager’s jobsite office
2) The SWPPP shall be available for public inspection at any time during normal business hours.
3) The Contractor shall provide a copy of the City Engineer for approval.

3. CLEANING
a. Removal of BMP’s
1) Completely remove from the Project Site all materials used to construct and maintain the BMPs upon completion of the Project.
a) Under written agreement and with the approval of the Owner, the Contractor may assign maintenance and removal responsibilities to a subsequent contractor for later work phases at the Project Site.

5.06 SJVAPCD REQUIREMENTS
The Contractor shall provide a Construction Notification Form 48 hours prior to start of project and commencing earthmoving activity in compliance with San Joaquin Valley Unified Air Pollution Control District (SJVUAPCD) requirements, and obtain the approval of, both the Engineer and SJVUAPCD.

Additional information for the submittal of Dust Control Plan and/or Emission Control Plan can be obtained at the following location:

San Joaquin Valley Air Pollution Control District
Central Region Office
1990 East Gettysburg Avenue
Fresno, CA 93726
Phone: (559) 230-5950
Fax: (559) 230-6062
The Contractor shall faithfully implement the plan during all work carried out under this contract. 101

5.07 DUST CONTROL
This work shall consist of providing and maintaining dust control about the site of the work, including any haul roads to or from the site, by whatever means are necessary, such as watering, sweeping or oiling, so as to cause the least possible dust nuisance to the public The Contractor shall prepare a Dust Control Plan, in conformance with San Joaquin Valley Air Pollution Control District (SJVAPCD) requirements, and shall submit the plan to, and obtain the approval of, both the Engineer and SJVAPCD. The Contractor shall faithfully implement the plan during all work carried out under this contract.

The Contractor shall comply with the Fugitive Dust rules as established by the SJVAPCD. Specifically:

Rule Nos. 8010-Fugitive Dust Administrative Requirements; 8020-Dust Control requirements for Construction, Demolition, Excavation, and Extraction Activities; 8030-Dust Control Requirements for Handling and Storage of Bulk Materials; 8070-Dust Control Requirements from Vehicle and/or Equipment Parking, Shipping, Receiving, Transfer, Fueling, and Service Areas.

The Contractor shall designate a person or persons to monitor the dust control program and to order increased watering, as necessary, to prevent transport of dust. Their duties shall include non-working hours, holidays and weekend periods when work may not be in progress. The names and telephone numbers of such persons shall be provided to the Engineer.

The Contractor shall make his own arrangements for and shall provide himself with a satisfactory water supply. The Contractor shall furnish his own equipment for transporting and applying water. Such equipment shall meet the approval of the Engineer. Water trucks or sprinkler systems shall be used in sufficient quantities to prevent dust raised from leaving the site during clearing, grading, earth moving, excavation, or other activities.

During construction, water trucks or sprinkler systems shall be used to keep all active areas of construction and vehicle movement damp enough to prevent dust from being raised and leaving the site. As a minimum, this shall include wetting down such areas in the late morning and after work is completed for that day. Streets adjacent to the project site shall be swept at least once per day. The frequency of watering and street sweeping shall be increased if determined necessary by the Engineer.

A water truck shall be kept at the project site at all times during construction.

All material excavated or graded shall be sufficiently watered to prevent excessive dust release.

Watering shall occur at least twice a day with complete coverage, preferably in the late morning and after work is done for the day. After each day’s activities cease, the entire area of disturbed soil shall be sufficiently wet down to create a crust.

After clearing, grading, earthmoving, or excavation is completed in any area, the entire area of disturbed soil shall be treated to prevent the wind from picking up soil. This may be accomplished by:
spreading soil binders; sufficiently wetting the area down to form a crust on the surface with repeated soakings, as necessary, to maintain the crust and prevent dust from being picked up by the wind; or other methods approved by the Engineer.

The area disturbed by clearing, earth moving, or excavation activities shall be minimized at all times.

All material transported offsite shall be either sufficiently watered or securely covered to prevent excessive amounts of dust.

All clearing, grading, earth moving, or excavation activities shall cease during periods of high winds greater than 20 mph average over one hour.
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Onsite vehicle speeds on unpaved surfaces shall be limited to 15 mph.

All internal combustion engines shall be properly maintained and tuned according to manufacturers’ specifications.

Any dust control measure ordered by the Engineer shall be promptly and immediately carried out.

If the Contractor fails to provide dust control measures as specified or ordered by the Engineer within a time period deemed reasonable by the Engineer, the Contractor shall pay to the City liquidated damages of fifty dollars ($50.00) for each half hour, or portion thereof, that elapses from the time the penalty is ordered into effect by the Engineer, until dust control measures as specified or ordered by the Engineer are completely carried out and the dust nuisance is eliminated or prevented. The liquidated damages shall be deducted from monies due or to become due the Contractor.

In addition to the liquidated damages specified above, if conditions warrant, the Engineer may order City forces to eliminate or prevent the dust nuisance, or may order the work to be done by others. The full cost thereof, in addition to the liquidated damages specified above, shall be deducted from monies due or to become due the Contractor.

The contract lump sum price paid for dust control shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in dust control, as shown on the plans, in conformance with the provisions in the Contract Documents, and as directed by the Engineer.

5.08 STREET SWEEPING
Street sweeping shall be conducted with approved street sweeping equipment where sediment is tracked from the job site onto paved streets and street gutters in accordance with the Storm Water Pollution Prevention Plan (SWPPP) or WPCP and in accordance with Section 13-4.03F4, SC 7 in the Construction Site Best Management Practices Manual of the Caltrans Storm Water Quality Handbook State Standard Specifications and as directed by the Engineer.

The Contractor shall maintain at least one sweeper on the job site at all times during the period that sweeping work is required. Sweepers shall be self loading, motorized, and shall have spray nozzles and may include a vacuum apparatus. Street sweeping shall be performed so that dust is minimized. If dust generation is excessive or sediment pickup is ineffective as determined by the Engineer, the use of water or a vacuum will be required.

Material collected during street sweeping operations shall be disposed of in conformance with Section 7-1.13, “Disposal of Material Outside the Highway Right of Way,” of the State Standard Specifications.

5.09 WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND The Contractor shall comply with the provisions in the Construction Safety Orders, Tunnel Safety Orders, and General Safety Orders issued by the California Department of Industrial Relations, and shall comply with the provisions in the Federal Occupational Safety and Health Administration’s regulations, as well as all other applicable laws, ordinances and regulations, as they pertain to the protection of workers from the hazard of caving ground.

In compliance with the provisions in Section 6705 of the Labor Code of the State of California, the Contractor shall obtain the approval and acceptance of the Engineer in advance of the excavation of any trench or trenches, jacking or receiving pits, or other pits, 5 feet or more in depth, of detailed plans showing the design of shoring, bracing, sloping, or other provisions to be made by the Contractor for 103
worker protection from the hazard of caving ground during the excavation of trenches and pits, and during any other period that workers may be exposed to such hazard. Where such plan varies from the shoring system standards established by the California Department of Industrial Relations, or, if other qualifying conditions exist as set forth in the Federal or State regulations (such as depth of excavation in excess of 6 meters20 feet), the plan shall be prepared by a Registered Civil or Structural Engineer.

The requirements of the California Department of Industrial Relations, and the Federal regulations for the provision of worker protection from the hazard of caving ground, and all other applicable laws, ordinances and regulations, are minimum requirements. In addition, the Contractor shall provide, for the life of the Contract, the same protection for any person, including the Engineer or any of his authorized representatives, subcontractors, or any other person required to be exposed to such hazard in the performance of the work, inspection of the work, or for any other reason.

The Contractor shall provide, at his expense, protective measures as necessary for testing personnel and other inspectors during the excavation, pipe bedding, pipe installation, backfill and compaction processes. This shall consist of additional shielding, shoring, sloping, or other procedures as necessary to adequately protect said personnel and provide adequate working room during testing and inspection.

5.10 OBSTRUCTIONS
Attention is directed to Sections 5-1.36C “Non-Highway Facilities,” and Section 15, “Existing Facilities,” of the State Standard Specifications and these Special Provisions.

Prior to the spreading of asphaltic emulsion and/or asphalt concrete surfacing, manhole covers, valve covers, survey monuments, and other underground utility facilities shall be covered with paper or other such material and shall be fully protected from damage or displacement unless otherwise directed by the Engineer.

The Contractor’s attention is directed to the aerial utility lines which may interfere with the Contractor’s operations. It is the Contractor’s responsibility to ascertain the exact location of the facilities for minimum safe clearance distance. Moreover, the Contractor, if necessary, shall make arrangements with the utility companies to temporarily relocate their facilities and pay for the relocation to provide minimum safe clearance.

The aerial utility lines are under the jurisdiction of Pacific Gas and Electric Company, AT&T, and Comcast.

The Contractor’s attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring special precautions include, but are not limited to:
conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 20 psi (gage); underground electric supply system conductors or cables either directly buried or in duct or conduit which do not have concentric neutral conductors or other effectively grounded metal shields or sheaths; and underground electrical conductors with potential to ground of more than 300 volts. The Contractor shall notify the Engineer at least 48 hours prior to performing any work in the vicinity of such facilities.

If such facilities are not located on the Plans in both alignment and elevation, no work shall be performed in the vicinity of said facilities until the owner, or his representative, has located the facility 104
by probing, or other means that will locate and identify the facility. Contractor shall assist in locating the facility by potholing, if this method is necessary. If, in the opinion of the Engineer, the Contractor’s operations are delayed or interfered with by reason of the utility facilities not being located by the owner or his representative, the City will compensate the Contractor for such delays to the extent provided in Section 8-1.07, “ Delays,” of the State Standard Specifications, and not otherwise, except as provided in Section 5-1.36C “Non-Highway Facilities,” of the State Standard Specifications.

In the event that the utility facilities mentioned above are not removed or relocated by the times specified and, if in the opinion of the Engineer, the Contractor’s operations are delayed or interfered with by reason of the utility facilities not being removed or relocated by said times, the State will compensate the Contractor for such delays to the extent provided in Section 8-1.07, “Delays,” of the State Standard Specifications, and not otherwise, except as provided in Section 5-1.36C “Non-Highway Facilities,” of the State Standard Specifications.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract unit prices paid for the various contract items of work, and no separate payment will be made therefor.

5.11 TRAFFIC CONTROL, DETOURS, AND ACCESS
A. GENERAL
Reference is made to Section 7-10 of the Standard Specifications.

The Contractor shall maintain traffic as required by the permits to be obtained by the Contractor, in conformance with the provisions in the Specifications, and as directed by the Engineer. It shall be the Contractor’s responsibility to provide for the convenience and safety of the public and public traffic in connection with construction operations. Traffic control shall be furnished, provided and maintained by the Contractor at all times throughout the life of the Contract.

The Contractor shall secure the site of work at all times. Children shall not be allowed in or along the area of the work, on spoil piles or at other unsuitable locations within the work.

The Contractor shall so conduct construction operations as to cause the least possible obstruction and inconvenience to public traffic and abutting property owners (or tenants), and shall have under construction no greater length or amount of work than can be properly prosecuted with due regard to the rights and safety of the public. Unless other existing streets are designated on the Plans or by the Engineer to be used as detours, all traffic shall be permitted to pass through the work. Residents along the work area shall be provided passage as far as practicable, as determined by the Engineer.

Convenient access to driveways, houses and businesses along the road, street, alley, right-of-way, or other work area shall be maintained; temporary trench or pipe crossings shall be provided and maintained in good condition as required to provide such access. No more than one cross or intersecting street or road shall be closed at any one time in any one general area of the work without the approval of the Engineer.

The Contractor shall keep all Fire Departments, Police and Sheriff's Departments, ambulance companies, public transportation, and school districts informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets closed to traffic or impassable for fire fighting, safety equipment, public transportation or school buses. At least 48 hours in advance of beginning work in any street, alley, or other public thoroughfare, the Contractor shall notify the Engineering department and any other jurisdictional agencies involved and comply with their 105
requirements regarding traffic control and public convenience and safety. Such notifications shall include the name and telephone number of a responsible person who may be contacted at any hour in the event of a condition eparting immediate correction.

B. CONTRACTOR’S TRAFFIC CONTROL PLAN
A minimum of seven (7) working days in advance of commencing construction on the project, the Contractor shall submit detailed traffic control plans, including any proposed detours, to the Engineer and the City Traffic Engineer for review. The Contractor shall obtain the approval of such plans, and any required modifications thereto, by the Engineer and the City Traffic Engineer prior to the implementation of any traffic control measures and the commencement of any work requiring traffic control.

C. CONSTRUCTION SIGNING AND DELINEATION
The construction area shall be signed by the Contractor in accordance with the latest edition of the California Manual on Uniform Traffic Control Devices (California MUTCD). Signs in place during hours of darkness shall be reflectorized for nighttime visibility in conformance with the provisions in the California MUTCD. Compliance with the provisions in the California MUTCD shall be considered as a minimum requirement and it shall be the responsibility of the Contractor to provide additional safety devices when necessary to maintain a safe condition. Nothing in the Specifications is to be construed as to reduce the minimum standards in the California MUTCD.

All cones, pylons, barricades or posts used in the diversion of traffic shall be provided with flashers or other satisfactory illumination if in place during hours of darkness.

The signing, barricading, and diverting of traffic shall be subject to the approval of the various authorities with jurisdiction over such public streets. The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish to the authority, names and telephone numbers of persons responsible for this emergency service. In the event these persons do not promptly respond or the authority deems it necessary to call out other forces to accomplish emergency service, the Contractor will be held responsible for the cost of such emergency service.

Suitable advisory signs shall be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of scheduled operations or detours that may delay or block traffic in specific areas at specific times.

Suitable advisory signs shall also be furnished and maintained by the Contractor, as approved by the Engineer, to advise motorists of the alternate routes of access to commercial businesses along the work, and to the fact that said businesses remain open during construction. Such signs shall be of suitable size, design and number, to adequately inform the public of the available route(s) of access to the affected businesses, and shall be placed so as to provide such information to vehicles approaching a particular commercial establishment from any direction along public streets. Contractors on adjacent construction units of this project shall coordinate said signs between said construction units to accomplish adequate public notification for this purpose. The proposed size and wording of the signs, and their proposed placement locations and sequencing, shall be submitted to the Engineer, and approval gained therefor, prior to commencing work on this project.

High level warning is to be used in advance of the project along with the normal construction signs. All signing shall conform to the provisions in the California MUTCD. All signing shall be of standard size, shape and color. Non-standard signs, such as black on yellow “No Left Turn” signs will not be allowed. 106
When a regulatory sign is used to prohibit a vehicular movement, 2 signs shall be used. Example: To prohibit left turns, one sign shall be at the intersection and another 100’ to 200’ back from the intersection. A complete detailed description of traffic control signs can be found in the California MUTCD.

Where traffic is to be moved out of its normal position, the Contractor shall furnish and maintain lighted arrow boards as required.

Surface mounted channelizers shall be furnished and placed, maintained, and later removed, to separate opposing traffic, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer. Channelizers shall be, at the Contractor’s option, one of the following types, or approved equal:

TYPE MANUFACTURER OR DISTRIBUTOR
Safe-Hit SH236SMA Safe-Hit Corporation
930 W. Winton Ave., Building #11
Hayward, CA 94545
Carsonite “Super Duck” SDF-436 Carsonite International Corp. 2900 Lockheed way
Carson City, NV 89701
Repo “The Replaceable Post” Pacific Autopost, Inc.

P.O. Box 4321
Laguna Beach, CA 95652-4321
Channelizer posts shall be orange in color.

Channelizer bases shall be applied only on a clean, dry surface during periods when the pavement and the air temperature is above 32°F and when the relative humidity is 80% or less. Channelizer bases shall be cemented to the pavement in accordance with the requirements in Section 12-3.05 “Channelizers, of the State Standard Specifications.

Channelizers shall be placed uniformly, straight when on tangent alignment and on a true arc when on curved alignment. All layout work to place the channelizers to the proper alignment shall be performed by the Contractor.

Channelizers that are damaged from any cause, during the progress of the work, shall be repaired by and at the expense of the Contractor. Channelizer posts that are displaced or fail to remain in an upright position from any cause, during the progress of the work, shall be replaced immediately by the Contractor to their original locations. Replacement channelizer posts need not be new provided such used material, as determined by the Engineer, is not damaged and is suitable for the purpose intended.

When no longer required for delineation, as determined by the Engineer, channelizers, including bases, shall be removed by the Contractor. Care shall be exercised in the removal of the bases so as to prevent damage to the pavement. Any void left in the pavement, over ¼ inch depth, as a result of the removal of the bases, shall be repaired by and at the expense of the Contractor.

Existing striping and road stencil work which conflicts with detour layout shall be blacked out with approved black paint. Conflicting signs shall be temporarily covered. Upon completion of the work in the area, such modifications shall be returned to their original state. All of these operations shall be the responsibility of the Contractor.
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D. PERMANENT TRAFFIC CONTROLS
All existing permanent traffic control signs, barricades, and devices shall remain in effective operation, unless a substitute operation is arranged for and approved as a portion of the detailed traffic control plan specified above.

E. PEDESTRIAN WALKWAYS
A minimum of one 4-foot-wide pedestrian walkway shall be maintained and safely delineated along each public street at all times during construction. Contractor shall submit a Pedestrian Walkway Plan for approval by the Engineer.

The Contractor shall maintain pedestrian crossings at signals with adequate visibility for approaching traffic.

Pedestrian crossings of the work shall be provided and maintained by the Contractor at intervals not exceeding 300 feet, unless otherwise approved by the Engineer.

All pedestrian walkways and crossings, whether temporary or permanent, shall be compliant with the Americans with Disabilities Act.

F. ACCESS TO ADJACENT PROPERTIES
Prior to restricting normal access from public streets to adjacent properties, the Contractor shall notify each property owner or responsible person, in writing, providing information as to the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property. Such notification shall be made 48 hours in advance of said restriction. A copy of said notification shall be submitted to the Engineer.

Access, as determined by the Engineer, from public streets to all adjacent properties shall be maintained by the Contractor at all times during the construction. During working hours, pedestrian access to homes, churches, businesses, and access to neighborhoods, although at times inconvenient, shall be maintained. During non-working hours, convenient access shall be restored. Such access may be provided by means which may include, but not be limited to, steel plates, steel ramps, etc.

Vehicular access shall be maintained by the Contractor at all times to the following:

1. All commercial establishments.

2. Madera Unified School District – Schools and Student Transportation Facilities

3. Solid Waste Operations Within the City Limits

4. All active agricultural operations.

Such access shall be provided by alternate use of multiple access points, if available, or by construction of a temporary access as necessary, which may include, but not be limited to, steel plates, steel ramps, etc.

Where interruptions to access are allowed, every effort shall be made to restore the access at the earliest possible time. Access along the street shall be provided at all times for emergency vehicles.

Where adequate room is not available in the street for temporary storage of trench spoil, such material shall be removed from the street to a site obtained by the Contractor, and then returned to the trench for backfill. Full compensation for such removal and replacement shall be included in the amount bid for the various items requiring excavation and no separate payment shall be made therefor. 108
Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to all fire hydrants along the work.

The Contractor shall cooperate with the various parties involved in the delivery of mail, the collection and removal of trash and garbage, and the bus or van transportation of students to and from schools, to maintain existing schedules for these services. When so directed by the Engineer, the Contractor shall maintain, or provide for temporary relocation of, existing public transportation stops.

G. RESTRICTIONS ON TIMES WHEN CONSTRUCTION MAY OCCUR
Where shown on the Plans or the Contractor’s traffic control plans as approved by the Engineer, or required by the Specifications, work at various locations shall be restricted to certain hours of the day or night.

If the Contractor fails to complete operations within the restrictions set forth, or commences work prior to the allowable time period, the Contractor shall pay to the City a liquidated damage of fifty dollars ($50.00) for each half hour, or portion thereof, which elapses within said restricted period in violation of this restriction. Such liquidated damages shall be deducted from any monies due or to become due the Contractor and are in addition to any liquidated damages specified in the Contract Documents.

5.12 CLEARING AND GRUBBING
“Clearing and Grubbing” shall consist of the removal and disposal of concrete, asphalt material, trees, roots, stumps, limbs, buried logs, wood, lumber, existing turf, buried trash, trash piles, vegetation to be removed, irrigation pipe and risers, standpipes, structures, pipes, debris, temporary detour improvements, removal and salvaging of existing signs, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of the proposed improvements.

Contractor shall immediately restore landscape irrigation system facilities disturbed as a result of the Contractor’s operations and provide temporary landscape irrigation during the period of such disturbance. Loss of plants and lawn due to damage or lack of care by the Contractor shall be replaced, in like kind, at the Contractor’s expense.

The Contractor shall remove existing fences that are shown on the Plans as to be removed or that interfere with construction of the proposed improvements. Where existing fencing is removed, and not replaced with new fence, the Contractor shall construct end or corner posts, as appropriate, at the limits of fence removal. The work shall conform to the design of the existing fence facilities and shall be equal in all respects to the best portions of the existing facilities. The work shall be performed in accordance with the requirements of the State Standard Specifications for new work of similar character which apply to the type of fence facility removed.

Existing roadside signs that interfere with construction, or are shown on the Plans as to be removed, shall be removed and disposed of, except that sign panels shall be salvaged. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. Concrete sign post foundations shall be removed and disposed of, and the resulting holes shall be backfilled and compacted with material equivalent to the surrounding material.

The Contractor shall protect existing utility poles, scheduled for removal upon completion of undergrounding of utilities, for duration of the project or until they are removed by the various utilities. 109
Existing pipe (including casing pipe), drainage inlets, and manholes, where shown on the Plans to be removed, shall be completely removed and disposed of. Frames, covers, and grates shall be removed and salvaged.

Removed materials shall be disposed of outside the highway right-of-way as provided in Section 17-

2.03D, “Disposal of Materials,” of the State Standard Specifications.

Full compensation for clearing and grubbing, including salvaging sign panels, frames, covers and grates, and including plugging ends of casing pipes and disposing of to an approved location, shall be considered as included in the contract lump sum price paid for clearing and grubbing, and no separate payment will be made therefor.

5.13 CLEARING AND GRUBBING (CONCRETE & ASPHALT CONCRETE) “Clearing and Grubbing” shall consist of the removal and disposal of concrete curb and gutter, concrete sidewalk, concrete median, asphalt concrete, sawcutting of concrete or asphalt concrete as required, and any other obstructions and objectionable material within the limits of the work which are encountered during excavation for, and installation of the proposed improvements.

Concrete, where shown on the Plans to be removed, shall be removed as provided in Section 15-3, “Removing Concrete,” of the State Standard Specifications. Broken concrete resulting from the removal of existing concrete curbs and other concrete items shall be removed.

Removed materials shall be disposed of to an approved site provided in Section 17-2.03D, “Disposal of Materials,” of the State Standard Specifications.

Full compensation for clearing and grubbing, including curb, curb and gutter, sidewalk, and driveway, shall be considered as included in the contract lump sum price paid for clearing and grubbing, and no separate payment will be made therefor.

5.14 EARTHWORK
Earthwork shall conform to the provisions in Section 19, “Earthwork,” of the Standard Specifications and these Special Provisions.

In addition to the foregoing requirements, all material placed within the upper 18 inches of subgrade below pavement sections shall have an R-value of at least 50.

The depth of 95 percent relative compaction as provided for in the first paragraph of Section 19-5.03B “Relative Compaction (95 Percent)” of the State Standard Specifications is hereby changed to 6 inches below the grading plane for the entire width of new pavement and curb and gutter.

Surplus or unsuitable excavated material other than removed pavement shall become the property of the Contractor and shall be disposed of outside the highway right-of-way in accordance with the provisions in Section 17-2.03D, “Disposal of Materials,” of the State Standard Specifications.

5.15 SAWCUTTING
Sawcutting shall consist of sawing either Portland cement concrete or asphalt concrete to a minimum depth of 2 inches with an abrasive type saw, to the lines shown on the plans and as directed by the Engineer.
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The Contractor shall protect all sawcut edges from damage. Should any sawn edge become damaged, the Contractor shall re-saw the edge at his expense.

5.16 AGGREGATE BASE
Aggregate base shall be Class 2, ¾ inch maximum, and shall conform to the provisions in Section 26, “Aggregate Bases,” of the State Standard Specifications and these Special Provisions.

Recycled aggregate base shall conform to the provisions in Section 12-5, “Use of Recycled Materials,” of the Standard Specifications. Recycled aggregate base (source) shall be tested or have been tested within the last 60 days.

5.17 ASPHALT CONCRETE
Asphalt concrete shall be Type A and shall conform to the provisions in Section 39, “Asphalt Concrete,” of the State Standard Specifications and these Special Provisions.

The asphalt binder shall be PG 64-10 or as directed by the Engineer.

A paint binder (tack coat) of mixing type emulsion shall be applied between the layers of asphalt concrete at the rate of 0.02 to 0.10 gallon per square yard of the surface to be covered. The exact rate will be determined by the Engineer. The paint binder shall comply with the requirements in Section 39-

2.01B(10), “Tack Coat,” of the State Standard Specifications.

A Fog Seal Coat, SS1H or approved equal shall be applied to the new asphalt concrete pavement at the rate of 0.05 to 0.10 gallon per square yard, as directed by the Engineer, and shall conform to the provisions in Section 37, of the State Standard Specifications and City Standard Specification Section 13.

The Fog Seal Application shall be applied within seven (7) days after asphalt concrete paving is completed.

The payment for furnishing and applying the paint binder and fog seal coat shall be included in the bid item for asphalt concrete and no separate payment will be made therefor.

5.18 MISCELLANEOUS FACILITIES AND OPERATIONS
This work shall consist of providing all miscellaneous facilities and operations required for work shown on the Plans or specified in the Specifications, or patently necessary for the completion of work so shown or specified, and not specifically included in the work under any other bid item, as shown on the Plans, in conformance with the provisions in the Specifications, and as directed by the Engineer.

The following items shall be included in this work:

1. Construction surveying

2. Dewatering/ Erosion Control and Controlling City Drainage System

3. Maintaining access to businesses and/or residences affected by the work 111

4. Written notices to residents `

5. No parking signs as required with the appropriate vehicle code section(s) for towing of parked vehicles

6. Adjusting existing sprinkler and irrigation systems as directed by the Engineer and as approved by the property owner

7. Adjusting boxes and valves to grade not covered in other bid items

8. Furnishing and applying water or dust preventative to dust control

9. Erosion control measures

10. Adjusting utilities to grade as needed not covered in other bid items.

11. Removal and Replacement and or preservation of existing City Street Signs

12. Temporary fencing for preservation of private property, as needed

13. Demobilization for the work

14. Potholing to verify existing utility pipe size, type, condition, and location

15. Cleanup during construction and final cleanup

16. Relocation of existing Mailboxes/Replacement of post

17. Protecting electrical facilities at locations shown on the plans and providing temporary support as necessary for construction

18. Modifying fences and gates as needed

19. Adjusting existing sprinkler and irrigation systems.

20. Section 5.21 Lead Control Plan Compliance

21. Section 5.22 Migratory Bird Surveys

5.19 TEMPORARY CONCRETE WASHOUT (PORTABLE)
A. GENERAL

1. Summary
This work includes removal and disposal of concrete waste by furnishing, maintaining, and removing portable temporary concrete washouts.

SWPPP must describe and include the use of a portable temporary concrete washout as a water pollution control practice for waste management and materials pollution control.

2. Submittals
At least 5 business days before concrete activities start, submit:
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a. Name and location of off-site concrete waste disposal facility to receive concrete waste b. Copy of permit issued by RWQCB for off-site commercial disposal facility c. Copy of license for off-site commercial disposal facility d. Copy of permit issued by state or local agency having jurisdiction over disposal facility if disposal site is located outside of the State of California e. Notification to City Engineer for relocation of disposal facility.

3. Quality Control and Assurance
Retain and submit records of disposed concrete waste including:
a. Weight tickets
b. Delivery and removal of temporary concrete washouts
B. MATERIALS

1. Portable Temporary Concrete Washout
Portable temporary concrete washout must:
a. Be a commercially available watertight container.
b. Have sufficient capacity to contain all liquid and concrete waste generated by washout activities without seepage or spills.
c. Have at least 55-gallon capacity.
d. Be labeled for the exclusive use as a concrete waste and washout facility. Stencil “Concrete Waste material” in 3-inch high letters on white background. Top of stenciling must be 12 inches from the top of the container.

2. Concrete Washout Sign
Concrete washout sign must comply with the provisions in Section 12-3.06B, “Portable Signs” of the Standard Specifications and:
a. Be approved by the Engineer
b. Consist of base, framework, and sign panel
c. Be made of plywood
d. Be minimum 2’ x 4’ in size
e. Read “Concrete Washout” with 3 inches high black letters on white background C. CONSTRUCTION

1. Placement
Place portable temporary concrete washouts at job site:
a. Before concrete placement activities start
b. In the immediate area of concrete work as approved by the Engineer c. No closer than 50 feet from storm drain inlets, open drainage facilities, ESAs, or watercourses
d. Away from construction traffic or public access areas Install a concrete washout sign adjacent to each portable temporary concrete washout location. 113

2. Operation
Use portable temporary concrete washouts for:
a. Washout from concrete delivery trucks
b. Slurries containing epartn cement concrete or hot mix asphalt from sawcutting, coring, grinding, grooving, and hydro-concrete demolition
c. Concrete waste from mortar mixing stations
Relocate portable temporary concrete washouts as needed for concrete construction work.

Replace portable temporary concrete washouts when filled to capacity. Do not fill higher than 6 inches below rim.

Your WPC Manager must inspect portable temporary concrete washouts:
d. Daily if concrete work occurs daily
e. Weekly if concrete work does not occur daily

3. Maintenance
When relocating or transporting a portable temporary concrete washout within the job site, secure it to prevent spilling of concrete waste material. If any spilled material is observed, remove spilled material and place it into portable temporary concrete washout.

4. Removal
Dispose of concrete waste material at a facility specifically licensed to receive solid concrete waste, liquid concrete waste, or both. When portable temporary concrete washout is full, remove and dispose of concrete waste within 2 days.

5.20 CLEAN-UP
In addition to the requirements of the General Conditions, the Contractor shall remove all excess spoil, dirt, rubble and any other material left over as a result of the work preformed. The streets shall be left broom-clean upon completion of the work. All excess material shall be disposed of at an approved disposal site.

Full compensation for clean-up shall be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor.

5.21 LEAD CONTROL PLAN COMPLIANCE
The contractor is required to prepare a lead control plan for the following conditions:

1. Removal of the existing edge strip at the locations shown on the plan. The residue from grinding or cold planing contains lead from paint and thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue:
• Is a nonhazardous waste
• Does not contain heavy metals in concentrations that exceed thresholds established by the Health and Safety Code and 22 CA Code of Regs
• Is not regulated by the Federal Resource Conservation and Recovery Act, 42 USC § 6901 et seq.
114
• Management of this material exposes workers to health hazards that must be addressed in the contractors lead compliance plan.

2. Lead is typically found within the top 2 feet of material within the highway. Reuse all of the excavated material on the right-of-way. Haul and place the surplus excavated material on the right-of-way within the project area. Handle the material under all applicable laws, rules, and regulations, including those of the following agencies:

Cal/OSHA
CA RWQCB, Region 5 (Central Valley)
DTSC
San Joaquin Valley Air Pollution Control District (SJVAPCD)

5.22 MISCELLANEOUS CONCRETE CONSTRUCTION
Concrete curb and gutter, concrete curb, terminal sections, concrete ramps, concrete sidewalk, concrete valley gutters, and concrete sidewalk curb shall conform to the details on the Plans, the provisions in Section 14 of the Standard Specifications, Standard Drawings ST-1, ST-13A, and ST-13B, with the exception that all concrete items shall be Class 2 with 590 pounds of cement material per cubic yard of concrete and these Special Provisions.

Curb and gutter and private drive approaches shall be constructed such that each residence shall not be denied access to private driveways for more than five calendar days including all curing time.

The locations of the concrete sidewalk curbs shown on the Plans are locations where concrete sidewalk curbs are expected to be required. However, the actual locations may vary depending on actual field conditions. The height of the concrete sidewalk curbs will vary as required to match both the existing and proposed improvements at the back of the new sidewalk.

The contract unit prices paid for miscellaneous concrete construction items shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all of the work involved in miscellaneous concrete construction, complete in place, including excavation and backfill, subgrade preparation, and curing, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.

5.23 PAVEMENT MARKINGS AND STRIPING
The new striping shall be in conformance with the Provisions in Section 84 of the State Standard Specifications, Section 28 of the City Standard Specifications, and as directed by the Engineer.

Contractor is responsible for documenting and surveying existing striping and marking locations prior to beginning work. All striping and markings removed and covered with new asphalt concrete and surface seals shall be replaced at the original location or as directed by the Engineer.

All pavement striping shall be applied using waterborne paint, except crosswalks, stop bars, and pavement markings, which shall be installed using thermoplastic material in accordance with the Standard Specifications.

Striping first coat shall be done 7 to 10 days after installation of new asphalt concrete or micro surfacing is placed followed by the second coat 5 days thereafter. Included in this bid item is temporary striping as necessary for traffic operations and as directed by the Engineer. 115

5.24 REMOVAL OF STRIPING AND PAINT
Residue from removal of yellow thermoplastic pavement marking and/or yellow painted traffic stripe may contain lead chromate. Residue produced from the separate removal of any yellow thermoplastic pavement marking, and/or yellow painted traffic stripe may contain heavy metals in concentrations that exceed thresholds established by the Health and Safety Code and 22 California Code of Regulations (CCR).

If yellow striping will be removed separately, SSP 14-11.12 presents guidance for proper management of hazardous waste residue and a lead compliance plan. SSP 36-4 and/or 84-9.03B pertain to work involving residue from grinding and cold planing that contains lead from paint and thermoplastic and address the need for a LCP (please note that one LCP may address soil and paint/marking materials).

Select applicable SSP for guidance
(https://dot.ca.gov/-/media/dot-media/programs/design/documents/2023_stdspecs-a11y.pdf).

APPENDIX A

FEDERAL WAGE RATES
"General Decision Number: CA20260018 01/30/2026
Superseded General Decision Number: CA20250018
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date
0 01/02/2026
1 01/09/2026
2 01/16/2026
3 01/23/2026
4 01/30/2026
ASBE0016-004 05/01/2025
AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES
AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
Area 1......................$ 34.56 11.40
Area 2......................$ 44.73 12.75
---------------------------------------------------------------- ASBE0016-008 01/01/2024
AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN MATEO, SANTA CLARA, & SANTA CRUZ
AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAUS, & TUOLUMNE
Rates Fringes
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 1/71
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 84.76 25.07
Area 2......................$ 64.56 25.07
---------------------------------------------------------------- BOIL0549-001 01/01/2021
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
AREA 2: REMAINING COUNTIES
Rates Fringes

BOILERMAKER
Area 1......................$ 49.62 41.27
Area 2......................$ 45.60 38.99
---------------------------------------------------------------- BRCA0003-001 08/01/2024
Rates Fringes
MARBLE FINISHER..................$ 42.06 19.80
---------------------------------------------------------------- BRCA0003-003 08/01/2024
Rates Fringes
MARBLE MASON.....................$ 61.72 30.31
---------------------------------------------------------------- BRCA0003-005 05/01/2024
Rates Fringes

BRICKLAYER
( 1) Fresno, Kings,
Madera, Mariposa, Merced....$ 51.17 25.80
( 7) San Francisco, San
Mateo.......................$ 57.02 28.50
( 8) Alameda, Contra
Costa, San Benito, Santa
Clara.......................$ 56.94 26.28
( 9) Calaveras, San
Joaquin, Stanislaus,
Toulumne....................$ 52.76 25.01
(16) Monterey, Santa Cruz...$ 54.18 27.82
---------------------------------------------------------------- BRCA0003-008 07/01/2024
Rates Fringes
TERRAZZO FINISHER................$ 44.93 20.98
TERRAZZO WORKER/SETTER...........$ 60.58 29.79
---------------------------------------------------------------- BRCA0003-011 04/01/2024
AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz
AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 2/71
AREA 3: Fresno, Kings, Madera, Mariposa, Merced
Rates Fringes

TILE FINISHER
Area 1......................$ 37.75 19.28
Area 2......................$ 34.76 19.22
Area 3......................$ 32.68 18.32
Tile Layer
Area 1......................$ 59.92 22.62
Area 2......................$ 55.17 22.52
Area 3......................$ 50.28 22.05
---------------------------------------------------------------- CARP0022-001 07/01/2023
San Francisco County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 60.54 33.52
Journeyman Carpenter........$ 60.39 33.52
Millwright..................$ 60.49 35.11
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 3/71
enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0035-007 07/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
---------------------------------------------------------------- CARP0035-008 08/01/2020
AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties
AREA 2: Monterey, San Benito, Santa Cruz Counties
AREA 3: San Joaquin
AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties
Rates Fringes
Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26
Area 2......................$ 46.77 31.26
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 4/71
Area 2......................$ 23.39 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
---------------------------------------------------------------- CARP0152-001 07/01/2020
Contra Costa County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
---------------------------------------------------------------- CARP0152-002 07/01/2020
San Joaquin County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 46.92 30.82
Journeyman Carpenter........$ 46.77 30.82
Millwright..................$ 49.27 32.41
---------------------------------------------------------------- CARP0152-004 07/01/2020
Calaveras, Mariposa, Merced, Stanislaus and Tuolumne Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
---------------------------------------------------------------- CARP0217-001 07/01/2023
San Mateo County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 60.39 33.52
Hardwood Floorlayer,
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 5/71
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 60.54 33.52
Journeyman Carpenter........$ 60.39 33.52
Millwright..................$ 60.49 35.11
---------------------------------------------------------------- CARP0405-001 07/01/2021
Santa Clara County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP0405-002 07/01/2021
San Benito County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0505-001 07/01/2021
Santa Cruz County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0605-001 07/01/2021
Monterey County
Rates Fringes
Carpenters
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 6/71
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
---------------------------------------------------------------- CARP0701-001 07/01/2021
Fresno and Madera Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- CARP0713-001 07/01/2021
Alameda County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
---------------------------------------------------------------- CARP1109-001 07/01/2021
Kings County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- ELEC0006-004 12/01/2025

SAN FRANCISCO COUNTY
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 7/71
Rates Fringes
Sound & Communications
Installer...................$ 58.83 3%+29.75
Technician..................$ 67.65 3%+29.75
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0006-007 06/01/2024

SAN FRANCISCO COUNTY
Rates Fringes
ELECTRICIAN......................$ 91.25 3%+45.315
---------------------------------------------------------------- ELEC0100-002 09/01/2025

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 50.00 30.15
---------------------------------------------------------------- ELEC0100-005 12/01/2024

FRESNO, KINGS, MADERA
Rates Fringes
Communications System
Installer...................$ 45.28 28.01
Technician..................$ 52.07 28.21

SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance,
background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave
transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 8/71
low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music, Intercom and telephone
interconnect systems, Telephone systems Nurse call systems, Radio page systems, School intercom and sound systems,
Burglar alarm systems, Low voltage, master clock systems, Multi-media/multiplex systems, Sound and musical
entertainment systems, RF systems, Antennas and Wave Guide, B. FIRE ALARM SYSTEMS Installation, wire pulling and testing C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems Vibration sensor systems Card access systems Access control systems, Sonar/infrared monitoring equipment
E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation) Inventory Control Systems, Digital Data Systems Broadband and
Baseband and Carriers Point of Sale Systems, VSAT Data
Systems Data Communication Systems RF and Remote Control Systems, Fiber Optic Data Systems
WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems).

Chases and/or nipples (not to exceed 10 feet) may be
installed on open wiring systems. Energy management
systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in conduit.
---------------------------------------------------------------- ELEC0234-001 12/30/2025

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

ELECTRICIAN
Zone A......................$ 70.41 33.76
Zone B......................$ 77.45 33.97
Zone A: All of Santa Cruz, Monterey, and San Benito Counties within 25 air miles of Highway 1 and Dolan Road in Moss Landing, and an area extending 5 miles east and west of Highway 101 South to the San Luis Obispo County Line
Zone B: Any area outside of Zone A
---------------------------------------------------------------- ELEC0234-003 12/01/2021
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 9/71

MONTEREY, SAN BENITO, AND SANTA CRUZ COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 47.93 24.09
Technician..................$ 55.12 24.30
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER....................$ 74.54 36.09
ELECTRICIAN......................$ 66.26 35.84
---------------------------------------------------------------- ELEC0302-003 12/01/2025

CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 53.08 3%+29.25
Technician..................$ 61.04 3%+29.25
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 10/71
FOOTNOTE: Fire alarm work when installed in raceways
(including wire and cable pulling), on projects which
involve new or major remodel building construction, for which the conductors for the fire alarm system are
installed in the conduit, shall be performed by the inside electrician.
---------------------------------------------------------------- ELEC0332-001 06/01/2025

SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER....................$ 104.68 49.46
ELECTRICIAN......................$ 91.03 49.05
FOOTNOTES: Work under compressed air or where gas masks are required, orwork on ladders, scaffolds, stacks, ""Bosun's chairs,"" or other structures and where the workers are not protected by permanent guard rails at a distance of 40 to 60 ft. from the ground or supporting structures: to be paid one and one-half times the straight-time rate of pay.

Work on structures of 60 ft. or over (as described above):
to be paid twice the straight-time rate of pay.
---------------------------------------------------------------- ELEC0332-003 12/01/2025

SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 58.33 31.00
Technician..................$ 67.08 31.26
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

ALAMEDA COUNTY
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 11/71
Rates Fringes
CABLE SPLICER....................$ 87.40 3%+46.79
ELECTRICIAN......................$ 76.00 3%+46.79
---------------------------------------------------------------- ELEC0595-002 06/01/2024

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.34 3%+30.48

ELECTRICIAN
(1) Tunnel work.............$ 51.92 3%+30.48
(2) All other work.........$ 49.45 3%+30.48
---------------------------------------------------------------- * ELEC0595-006 12/01/2025

ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 58.33 3%+29.25
Technician..................$ 67.08 3%+29.25
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
Communications System
Installer...................$ 45.28 3%+26.65
Technician..................$ 52.07 3%+26.65
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 12/71
in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN......................$ 86.00 51.07
---------------------------------------------------------------- ELEC0617-003 12/01/2025

SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer...................$ 58.33 31.00
Technician..................$ 67.08 31.26
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN......................$ 48.50 30.09
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 13/71
CABLE SPLICER = 110% of Journeyman Electrician
---------------------------------------------------------------- ELEC0684-004 12/01/2024

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Installer...................$ 45.28 28.01
Technician..................$ 52.07 28.21
SCOPE OF WORK: Including any data system whose only function is to transmit or receive information; excluding all other data systems or multiple systems which include control
function or power supply; inclusion or exclusion of
terminations and testings of conductors determined by
their function; excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or
jobs for which the conductors for the fire alarm system are installed in conduit; excluding installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access);
excluding energy management systems.

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.71
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.26
(3) Groundman...............$ 40.76 21.76
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0008-001 01/01/2025
Rates Fringes
ELEVATOR MECHANIC................$ 84.05 38.435+a+b
FOOTNOTE:
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 14/71
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0003-001 06/30/2025
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 66.96 32.53
GROUP 2.....................$ 65.43 32.53
GROUP 3.....................$ 63.95 32.53
GROUP 4.....................$ 62.57 32.53
GROUP 5.....................$ 61.30 32.53
GROUP 6.....................$ 59.98 32.53
GROUP 7.....................$ 58.84 32.53
GROUP 8.....................$ 57.70 32.53
GROUP 8-A...................$ 55.49 32.53
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 68.59 32.53
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 66.08 32.53
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 64.34 32.53
Hydraulic..................$ 59.98 32.53
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 61.30 32.53
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 15/71
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 68.81 32.53
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 67.04 32.53
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 65.56 32.53
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 63.54 32.53
GROUP 5
Cranes.....................$ 62.24 32.53
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 63.06 32.53
GROUP 1-A..................$ 65.53 32.53
GROUP 2....................$ 61.80 32.53
GROUP 3....................$ 60.47 32.53
GROUP 4....................$ 59.33 32.53
GROUP 5....................$ 58.19 32.53
UNDERGROUND:

GROUP 1....................$ 62.96 32.53
GROUP 1-A..................$ 65.43 32.53
GROUP 2....................$ 61.70 32.53
GROUP 3....................$ 60.37 32.53
GROUP 4....................$ 59.23 32.53
GROUP 5....................$ 58.09 32.53
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 16/71
shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 17/71
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------

ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
----------------------------------------------------------- 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 18/71

PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------

STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat
-------------------------------------------------------------- --

TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 19/71
compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS,

MADERA, MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ,

STANISLAUS, TUOLUMNE
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern Part
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MADERA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MARIPOSA COUNTY:

Area 1: Remainder
Area 2: Eastern Part
MONTEREY COUNTY:

Area 1: Remainder
Area 2: Southwestern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- ENGI0003-008 08/01/2024
Rates Fringes
Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 60.61 39.55
(2) Dredge Dozer; Heavy
duty repairman.............$ 55.65 39.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 54.53 39.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 51.23 39.55
AREA 2:
(1) Leverman...............$ 62.61 39.55
(2) Dredge Dozer; Heavy
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 20/71
duty repairman.............$ 57.65 39.55
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 56.53 39.55
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 53.23 39.55

AREA DESCRIPTIONS
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:

Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part

MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 21/71
Area 2: Remainder
PLACER COUNTY:

Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
---------------------------------------------------------------- ENGI0003-019 06/30/2025

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 55.85 28.56
AREA 2.....................$ 57.85 28.56
GROUP 2
AREA 1.....................$ 52.25 28.56
AREA 2.....................$ 54.25 28.56
GROUP 3
AREA 1.....................$ 47.64 28.56
AREA 2.....................$ 49.64 28.56
GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 22/71
GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired
Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 23/71

MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 24/71
IRON0377-001 01/01/2025

ALAMEDA, CONTRA COSTA, SAN MATEO, SANTA CLARA COUNTIES
Rates Fringes
Ironworkers:

Fence Erector...............$ 45.78 26.51
Ornamental, Reinforcing
and Structural..............$ 55.33 35.15
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0377-003 01/01/2025
SAN FRANCISCO CITY and COUNTY
Rates Fringes
Ironworkers:

Fence Erector...............$ 45.78 26.51
Ornamental, Reinforcing
and Structural..............$ 55.83 35.15
PREMIUM PAY:
$6.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 25/71
---------------------------------------------------------------- IRON0433-005 01/01/2025

REMAINING COUNTIES
Rates Fringes

IRONWORKER
Fence Erector...............$ 45.78 26.51
Ornamental, Reinforcing
and Structural..............$ 50.70 35.15
PREMIUM PAY:
$6.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-006 06/30/2025
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
AREA ""2"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND

TUOLUMNE COUNTIES
Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)
Area 1......................$ 39.15 30.03
Area 2......................$ 38.15 30.03
ASBESTOS REMOVAL-SCOPE OF WORK: Site mobilization; initial site clean-up; site preparation; removal of
asbestos-containing materials from walls and ceilings; or from pipes, boilers and mechanical systems only if they are being scrapped; encapsulation, enclosure and disposal of asbestos-containing materials by hand or with equipment or machinery; scaffolding; fabrication of temporary wooden barriers; and assembly of decontamination stations.
---------------------------------------------------------------- LABO0073-002 07/01/2023
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 26/71

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0073-003 07/01/2023

SAN JOAQUIN COUNTY
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0073-005 06/26/2023
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 27/71
---------------------------------------------------------------- LABO0073-007 06/30/2025

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS)
Construction Specialist
Group.......................$ 38.85 29.89
GROUP 1.....................$ 38.15 29.89
GROUP 1-a...................$ 38.37 29.89
GROUP 1-c...................$ 38.20 29.89
GROUP 1-e...................$ 38.70 29.89
GROUP 1-f...................$ 30.37 29.89
GROUP 2.....................$ 38.00 29.89
GROUP 3.....................$ 37.90 29.89
GROUP 4.....................$ 31.59 29.89
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS)
(1) New Construction........$ 37.90 29.89
(2) Establishment Warranty
Period......................$ 31.59 29.89

LABORER (GUNITE)
GROUP 1.....................$ 39.11 29.89
GROUP 2.....................$ 38.61 29.89
GROUP 3.....................$ 38.02 29.89
GROUP 4.....................$ 37.90 29.89

LABORER (WRECKING)
GROUP 1.....................$ 38.15 29.89
GROUP 2.....................$ 38.00 29.89
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1-a below.
---------------------------------------------------------

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 28/71
over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall
apply to cut and cover work of subway construction after the temporary cover has been placed.

GROUP 1-f: Wire winding machine in connection with guniting 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 29/71
or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
--------------------------------------------------------

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0073-009 07/01/2023
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 30/71

CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0261-003 07/01/2023

SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 37.26 27.30
Traffic Control Person I....$ 37.56 27.30
Traffic Control Person II...$ 35.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

SAN FRANCISCO AND SAN MATEO COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 31/71
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0261-009 06/26/2023

SAN FRANCISCO, AND SAN MATEO COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 31.37 23.20
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
Laborers: (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 32/71
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 33/71
GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 34/71
LABO0261-011 07/01/2023
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
MASON TENDER, BRICK..............$ 37.05 27.45
FOOTNOTES: Underground work such as sewers, manholes, catch basins, sewer pipes, telephone conduits, tunnels and cut trenches: $5.00 per day additional. Work in live sewage:
$2.50 per day additional.
---------------------------------------------------------------- LABO0261-014 07/01/2023
SAN FRANCISCO AND SAN MATEO COUNTIES:

Rates Fringes
PLASTER TENDER...................$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0270-003 07/01/2023
AREA A: SANTA CLARA
AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 37.26 27.30
Area B.....................$ 36.26 27.30
Traffic Control Person I
Area A.....................$ 37.56 27.30
Area B.....................$ 36.56 27.30
Traffic Control Person II
Area A.....................$ 35.06 27.30
Area B.....................$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0270-005 07/01/2023

MONTEREY AND SAN BENITO COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0270-007 06/26/2023

MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT

LABORERS - AREA B)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE

LABORERS - AREA B)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30

LABORER (GUNITE - AREA B)
GROUP 1.....................$ 36.46 27.30
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 36/71
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30

LABORER (WRECKING - AREA B)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 37/71
regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 38/71
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

SANTA CLARA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 39/71
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 40/71
of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 41/71
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 40.68 29.68
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-001 07/01/2023

FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
LABORER (Brick)
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO0294-002 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

TRAFFIC CONTROL PERSON II: Installation and removal of
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 42/71
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0294-005 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0294-008 06/26/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 43/71

HORTICULTURAL & LANDSCAPE
LABORERS - AREA B:)
(1) New Construction........$ 35.25 27.30
(2) Establishment Warranty
Period......................$ 28.94 27.30
LABORER (GUNITE - AREA B:)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30
LABORER (WRECKING - AREA B:)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 44/71
Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 45/71
track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender.................$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0294-011 07/01/2023

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0304-002 07/01/2023
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 46/71

ALAMEDA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

ALAMEDA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0304-004 06/26/2023

ALAMEDA COUNTY
Rates Fringes
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 47/71

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULTURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 48/71
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 49/71
lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

ALAMEDA COUNTY
Rates Fringes
Brick Tender.....................$ 37.05 27.45
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 50/71
per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0304-008 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Plasterer tender.................$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- LABO0324-002 07/01/2023

CONTRA COSTA COUNTY
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CONTRA COSTA COUNTY
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 51/71
Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-012 06/26/2023

CONTRA COSTA COUNTY
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA A:)
Construction Specialist
Group.......................$ 37.20 27.30
GROUP 1.....................$ 36.50 27.30
GROUP 1-a...................$ 36.72 27.30
GROUP 1-c...................$ 36.55 27.30
GROUP 1-e...................$ 37.05 27.30
GROUP 1-f...................$ 37.08 27.30
GROUP 1-g...................$ 36.70 27.30
GROUP 2.....................$ 36.35 27.30
GROUP 3.....................$ 36.25 27.30
GROUP 4.....................$ 29.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

HORTICULURAL & LANDSCAPE
LABORERS - AREA A:)
(1) New Construction........$ 36.25 27.30
(2) Establishment Warranty
Period......................$ 29.94 27.30
LABORER (GUNITE - AREA A:)
GROUP 1.....................$ 37.46 27.30
GROUP 2.....................$ 36.96 27.30
GROUP 3.....................$ 36.37 27.30
GROUP 4.....................$ 36.25 27.30
LABORER (WRECKING - AREA A:)
GROUP 1.....................$ 36.50 27.30
GROUP 2.....................$ 36.35 27.30
FOOTNOTES:

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 52/71
pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 53/71
is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 54/71
GROUP 4: Gunite laborer
----------------------------------------------------------

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
GROUP 1-g, CONTRA COSTA COUNTY: Pipelayer (including grade checking in connection with pipelaying); Caulker; Bander; Pipewrapper; Conduit layer; Plastic pipe layer; Pressure pipe tester; No joint pipe and stripping of same, including repair of voids; Precast manhole setters, cast in place manhole form setters
---------------------------------------------------------------- LABO0324-014 07/01/2023
CONTRA COSTA COUNTY:

Rates Fringes
Brick Tender.....................$ 37.05 27.45
FOOTNOTES: Work on jobs where heat-protective clothing is required: $2.00 per hour additional. Work at grinders: $.25 per hour additional. Manhole work: $2.00 per day additional. ---------------------------------------------------------------- LABO0324-018 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO1130-005 07/01/2023

MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.29 25.55
---------------------------------------------------------------- LABO1130-007 06/26/2023

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE , COUNTIES
Rates Fringes

LABORER (CONSTRUCTION CRAFT
LABORERS - AREA B:)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 56/71
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications.

LABORER (GARDENERS,

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast-in- place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri-pak-it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1-1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 57/71
chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 58/71
Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN

MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (Plaster Tender).........$ 39.77 28.54
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 59/71
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-001 01/01/2025

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA

CLARA, AND SANTA CRUZ COUNTIES
Rates Fringes
Painters:........................$ 53.38 28.04
PREMIUMS:

EXOTIC MATERIALS - $1.25 additional per hour.

SPRAY WORK: - $0.50 additional per hour.

INDUSTRIAL PAINTING - $0.25 additional per hour
[Work on industrial buildings used for the manufacture and processing of goods for sale or service; steel construction (bridges), stacks, towers, tanks, and similar structures] HIGH WORK:
over 50 feet - $2.00 per hour additional
100 to 180 feet - $4.00 per hour additional
Over 180 feet - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-003 01/01/2025
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES
AREA 2: CALAVERAS, MARIPOA, MERCED, MONTEREY, SAN BENITO, SAN

JOAQUIN, SANTA CRUZ, STANISLAUS & TUOLUMNE COUNTIES
Rates Fringes
Drywall Finisher/Taper
AREA 1......................$ 63.76 32.69
AREA 2......................$ 59.63 31.29
---------------------------------------------------------------- PAIN0016-012 01/01/2024

ALAMEDA, CONTRA COSTA, MARIPOSA, MERCED, MONTEREY, SAN BENITO,

SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES Rates Fringes
SOFT FLOOR LAYER.................$ 59.00 33.03
---------------------------------------------------------------- PAIN0016-015 01/01/2025

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes

PAINTER
Brush.......................$ 43.45 22.80
FOOTNOTES:

SPRAY/SANDBLAST: $0.50 additional per hour.
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 60/71
EXOTIC MATERIALS: $1.25 additional per hour.

HIGH TIME: Over 50 ft above ground or water level $2.00 additional per hour. 100 to 180 ft above ground or water level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-022 01/01/2025

SAN FRANCISCO COUNTY
Rates Fringes
PAINTER..........................$ 57.00 28.04
---------------------------------------------------------------- PAIN0169-001 01/01/2023
FRESNO, KINGS, MADERA, MARIPOSA AND MERCED COUNTIES:

Rates Fringes
GLAZIER..........................$ 44.33 28.88
---------------------------------------------------------------- PAIN0169-005 01/01/2024

ALAMEDA CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN

MATEO, SANTA CLARA & SANTA CRUZ COUNTIES
Rates Fringes
GLAZIER..........................$ 56.22 34.00
---------------------------------------------------------------- PAIN0294-004 07/01/2023

FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes

PAINTER
Brush, Roller...............$ 34.49 21.80
Drywall Finisher/Taper......$ 35.74 21.80
FOOTNOTE:

Spray Painters & Paperhangers recive $1.00 additional per hour. Painters doing Drywall Patching receive $1.25
additional per hour. Lead Abaters & Sandblasters receive $1.50 additional per hour. High Time - over 30 feet (does not include work from a lift) $0.75 per hour additional. ---------------------------------------------------------------- PAIN0294-005 01/01/2023

FRESNO, KINGS & MADERA
Rates Fringes
SOFT FLOOR LAYER.................$ 38.53 23.19
---------------------------------------------------------------- PAIN0767-001 01/01/2024
CALAVERAS, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 61/71
GLAZIER..........................$ 43.25 35.62
PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day.

Employee required to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2022
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:

GROUP 1.....................$ 40.83 17.62
GROUP 2.....................$ 34.71 17.62
GROUP 3.....................$ 35.11 17.62

CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
---------------------------------------------------------------- PAIN1237-003 01/01/2024
CALAVERAS; SAN JOAQUIN COUNTIES; STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SOFT FLOOR LAYER.................$ 48.54 26.59
---------------------------------------------------------------- PLAS0066-002 07/01/2019
ALAMEDA, CONTRA COSTA, SAN MATEO AND SAN FRANCISCO COUNTIES:

Rates Fringes
PLASTERER........................$ 42.41 30.73
---------------------------------------------------------------- PLAS0300-001 07/01/2018
Rates Fringes

PLASTERER
AREA 188: Fresno...........$ 32.70 31.68
AREA 224: San Benito,
Santa Clara, Santa Cruz.....$ 32.88 31.68
AREA 295: Calaveras & San
Joaquin Couonties...........$ 32.70 31.68
AREA 337: Monterey County..$ 32.88 31.68
AREA 429: Mariposa,
Merced, Stanislaus,
Tuolumne Counties...........$ 32.70 31.68
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 62/71
---------------------------------------------------------------- PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27
---------------------------------------------------------------- PLUM0038-001 07/01/2023

SAN FRANCISCO COUNTY
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)..........................$ 85.50 48.98
---------------------------------------------------------------- PLUM0038-005 07/01/2025

SAN FRANCISCO COUNTY
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 77.35 36.53
---------------------------------------------------------------- PLUM0062-001 01/01/2026

MONTEREY AND SANTA CRUZ COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 57.75 43.60
---------------------------------------------------------------- PLUM0159-001 07/01/2025

CONTRA COSTA COUNTY
Rates Fringes
Plumber and steamfitter
(1) Refrigeration...........$ 67.68 49.04
(2) All other work..........$ 68.57 49.04
---------------------------------------------------------------- PLUM0246-001 01/01/2026

FRESNO, KINGS & MADERA COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 54.50 42.54
---------------------------------------------------------------- PLUM0246-004 01/01/2017

FRESNO, MERCED & SAN JOAQUIN COUNIES
Rates Fringes
PLUMBER (PIPE TRADESMAN).........$ 13.00 10.74
PIPE TRADESMAN SCOPE OF WORK:

Installation of corrugated metal piping for drainage, as well as installation of corrugated metal piping for culverts in connection with storm sewers and drains; Grouting, dry
packing and diapering of joints, holes or chases including 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 63/71
paving over joints, in piping; Temporary piping for dirt work for building site preparation; Operating jack hammers, pavement breakers, chipping guns, concrete saws and spades to cut holes, chases and channels for piping systems;
Digging, grading, backfilling and ground preparation for all types of pipe to all points of the jobsite; Ground
preparation including ground leveling, layout and planting of shrubbery, trees and ground cover, including watering, mowing, edging, pruning and fertilizing, the breaking of concrete, digging, backfilling and tamping for the
preparation and completion of all work in connection with lawn sprinkler and landscaping; Loading, unloading and
distributing materials at jobsite; Putting away materials in storage bins in jobsite secure storage area; Demolition of piping and fixtures for remodeling and additions;
Setting up and tearing down work benches, ladders and job shacks; Clean-up and sweeping of jobsite; Pipe wrapping and waterproofing where tar or similar material is applied for protection of buried piping; Flagman
---------------------------------------------------------------- PLUM0342-001 07/01/2025

ALAMEDA & CONTRA COSTA COUNTIES
Rates Fringes

PIPEFITTER
CONTRA COSTA COUNTY.........$ 80.50 50.45

PLUMBER, PIPEFITTER,

STEAMFITTER
ALAMEDA COUNTY..............$ 80.50 50.45
---------------------------------------------------------------- PLUM0355-004 07/01/2025

ALAMEDA, CALAVERAS, CONTRA COSTA, FRESNO, KINGS, MADERA,

MARIPOSA, MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ, STANISLAUS, AND TUOLUMNE COUNTIES:

Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 36.01 18.50
---------------------------------------------------------------- PLUM0393-001 07/01/2021

SAN BENITO AND SANTA CLARA COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER...............$ 68.76 46.63
---------------------------------------------------------------- PLUM0442-001 01/01/2026

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE

COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER............$ 58.45 38.74
---------------------------------------------------------------- PLUM0467-001 07/01/2025
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 64/71

SAN MATEO COUNTY
Rates Fringes
Plumber/Pipefitter/Steamfitter...$ 87.75 41.44
---------------------------------------------------------------- ROOF0027-002 09/01/2024

FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ROOFER...........................$ 45.76 16.86
FOOTNOTE: Work with pitch, pitch base of pitch impregnated products or any material containing coal tar pitch, on any building old or new, where both asphalt and pitchers are used in the application of a built-up roof or tear off:
$2.00 per hour additional.
---------------------------------------------------------------- ROOF0040-002 08/01/2024
SAN FRANCISCO & SAN MATEO COUNTIES:

Rates Fringes
ROOFER...........................$ 55.30 22.97
---------------------------------------------------------------- ROOF0081-001 08/01/2024
ALAMEDA AND CONTRA COSTA COUNTIES:

Rates Fringes
Roofer...........................$ 54.94 23.34
---------------------------------------------------------------- ROOF0081-004 08/01/2024

CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
ROOFER...........................$ 49.65 22.19
---------------------------------------------------------------- ROOF0095-002 08/01/2023
MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES:

Rates Fringes
ROOFER
Bitumastic, Enameler, Coal
Tar, Pitch and Mastic
worker......................$ 57.17 21.51
Journeyman..................$ 53.17 21.51
Kettle person (2 kettles)...$ 55.17 21.51
---------------------------------------------------------------- SFCA0483-001 01/01/2026

ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA COUNTIES:
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 65/71
Rates Fringes
SPRINKLER FITTER (FIRE)..........$ 81.54 41.35
---------------------------------------------------------------- SFCA0669-011 01/01/2026

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,

SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SPRINKLER FITTER.................$ 49.69 29.72
---------------------------------------------------------------- * SHEE0104-001 07/01/2025
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO, SANTA CLARA
AREA 2: MONTEREY & SAN BENITO
AREA 3: SANTA CRUZ
Rates Fringes

SHEET METAL WORKER
AREA 1:

Mechanical Contracts
under $200,000.............$ 55.92 45.29
All Other Work.............$ 64.06 46.83
AREA 2......................$ 64.23 39.65
AREA 3......................$ 55.16 34.18
---------------------------------------------------------------- SHEE0104-003 07/01/2021
CALAVERAS AND SAN JOAQUIN COUNTIES:

Rates Fringes
SHEET METAL WORKER...............$ 44.34 39.22
---------------------------------------------------------------- SHEE0104-005 07/01/2021
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
SHEET METAL WORKER (Excluding
metal deck and siding)...........$ 41.28 45.41
---------------------------------------------------------------- SHEE0104-007 07/01/2021
FRESNO, KINGS, AND MADERA COUNTIES:

Rates Fringes
SHEET METAL WORKER...............$ 44.07 40.79
---------------------------------------------------------------- SHEE0104-015 07/01/2024

ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES:
2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 66/71
Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only).........$ 56.23 37.52
---------------------------------------------------------------- SHEE0104-018 07/01/2024

CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES:

Rates Fringes
Sheet metal worker (Metal
decking and siding only).........$ 56.23 37.52
---------------------------------------------------------------- TEAM0094-001 07/01/2025
Rates Fringes
Truck drivers:

GROUP 1.....................$ 43.26 34.28
GROUP 2.....................$ 43.56 34.28
GROUP 3.....................$ 43.86 34.28
GROUP 4.....................$ 44.21 34.28
GROUP 5.....................$ 44.56 34.28
FOOTNOTES:

Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre-batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.

Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean-up
truck: Use appropriate rate for the power unit or the
equipment utilized.

TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2- axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single-unit flat rack (3-axle unit); Highbed heavy duty transport; Scissor truck; Rubber-tired muck car (not self-loaded); Rubber-tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber-tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; 2/3/26, 8:52 AM SAM.gov
https://sam.gov/wage-determination/CA20260018/4 67/71
Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self- propelled street sweeper with
self-contained refuse bin; Boom truck - hydro-lift or
Swedish type extension or retracting crane; P.B. or similar type self-loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls - DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded.

If a contract is subject to Executive Order 13658, the
contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional 2/3/26, 8:52 AM SAM.gov
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information on contractor requirements and worker protections under Executive Order 13658 is available at
www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers
A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates
in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers
The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the
collective bargaining agreements on which the rate is based.

Survey Rate Identifiers
The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this
classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may 2/3/26, 8:52 AM SAM.gov
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include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers
The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
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WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
a) a survey underlying a wage determination
b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to [email protected] or by mail to:

Branch of Wage Surveys
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
Regarding any other wage determination matter such as
conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to [email protected] or by mail to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
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2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to [email protected] or by mail to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210.
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Madera City CouncilJune 17, 2026

Madera City Council
June 17, 2026