HomeMy WebLinkAbout25-01-CD Executed Contract.pdf SPECIFICATIONS
CSA 44A WASTEWATER FACILITY IMPROVEMENTS
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT
NUMBER: 21271
BUDGET / ACCOUNT: 9244 / 0870 / 16400
18 56 O Department ofPublic Works and Planning
FR V,
Contract Number 25-01-CD
coU��
County of Fresno
s DEPARTMENT OF PUBLIC WORKS AND PLANNING
O� 1$56O STEVEN E. WHITE, DIRECTOR
July 17, 2025 Contract No. 25-01-CD
ADDENDUM NO. 1 to CSA 44A WASTEWATER FACILITY IMPROVEMENTS, revising
the Bidding and Contract Documents as follows:
TABLE OF CONTENTS
No changes
NOTICE TO BIDDERS
Pre-Bid Conference:
DELETE:
10:00 A.M. on Tuesday, July 9, 2025
REPLACE with:
10:00 A.M. on Wednesday, July 9, 2025
DELETE:
Federal Minimum Wage Rate: General Decision Number CA20250018,
Dated 6/06/2025
REPLACE with:
Federal Minimum Wage Rate: General Decision Number CA20250018,
Dated 7/11/2025
SPECIAL PROVISIONS
Cover Page
DELETE:
BUDGET / ACCOUNT: 9244 / 0870 / 16400
REPLACE with:
BUDGET / ACCOUNT: 7205 / 7885 / 00585
Addendum No. 1 CSA 44A WASTEWATER FACILITY IMPROVEMENTS
Contract No. 25-01-CD Page 1 of 3
Section 3-1 .04B AWARD PERIOD
DELETE:
If the Department awards the contract, the award is made to the lowest responsible
bidder within 68 calendar days after bid opening.
REPLACE with:
If the Department awards the contract, the award is made to the lowest responsible
bidder within 90 calendar days after bid opening.
FEDERAL REQUIREMENTS
No changes
PROPOSAL/BID BOOK: PAPER
Cover Page
DELETE:
BUDGET /ACCOUNT: 9244 / 0870 / 16400
REPLACE with:
BUDGET / ACCOUNT: 7205 / 7885 / 00585
PROPOSAL/BID BOOK: BID EXPRESS
No changes
AGREEMENT
No changes
PLANS
No changes
END OF ADDENDUM NO. 1
Addendum No. 1 CSA 44A WASTEWATER FACILITY IMPROVEMENTS
Contract No. 25-01-CD Page 2 of 3
--------------------------------------------------------------------------------------------------------------------
Please attach this Addendum to the inside cover of the Specifications booklet. If you
have given the Bidding and Contract Documents to someone else, please forward this
Addendum.
QROF ESS/
7/16/25
Date Signed
�No. C76724 r
s9TF VIL
C1 CAUF����P
Digitally signed by Sebastian Artal
DN:C=US,
E=sartal@fresnocountyca.gov,
Sebastian Artal O=County of Fresno,OU=Public
Works and Planning,CN=Sebastian
Artal
Date:2025.07.16 12:03:27-07'00'
Supervising Engineer:
Sebastian Artal, PE C76724
FRESNO COUNTY
Department of Public Works and Planning
m/a 2220 Tulare Street, Suite 720
Fresno, CA 93721-2106
Addendum No. 1 CSA 44A WASTEWATER FACILITY IMPROVEMENTS
Contract No. 25-01-CD Page 3 of 3
co
County of Fresno
Q 1856 p DEPARTMENT OF PUBLIC WORKS AND PLANNING
ci
i1 STEVEN E. WHITE, DIRECTOR
July 23, 2025 Contract No. 25-01-CD
THIS ADDENDUM DOES NOT NEED TO BE ACKNOWLEDGED IN ORDER TO
REMAIN RESPONSIVE
ADDENDUM NO. 2 to CSA 44A WASTEWATER FACILITY IMPROVEMENTS, revising
the Bidding and Contract Documents as follows:
TABLE OF CONTENTS
No changes
NOTICE TO BIDDERS
No changes
SPECIAL PROVISIONS
No changes
FEDERAL REQUIREMENTS
No changes
PROPOSAL/BID BOOK: PAPER
No changes
PROPOSAL/BID BOOK: BID EXPRESS
Update Required Documents - Statement of Work Force Needs — Proposal 15
Omission Terms to include: Due by time of contract award
AGREEMENT
No changes
PLANS
No changes
END OF ADDENDUM NO. 2
Addendum No. 2 CSA 44A WASTEWATER FACILITY IMPROVEMENTS
Contract No. 25-01-CD Page 1 of 2
--------------------------------------------------------------------------------------------------------------------
Please attach this Addendum to the inside cover of the Specifications booklet. If you
have given the Bidding and Contract Documents to someone else, please forward this
Addendum.
QROF ESS
9 07/23/25
W �
No. C76724 r Date Signed
J�TF CIVIL
CA
Digitally signed by Sebastian Anal
DN.C=US,
l E=sadal@foes"°`°°n"`a,gov,
Sebastian Arta O=County of Fresno,OU=Public Works
and Planning,CN=Sebastian Alai
Data 2025 A7 23'I 6:29:08-07'00'
Supervising Engineer:
Sebastian Artal, PE C76724
FRESNO COUNTY
Department of Public Works and Planning
m/a 2220 Tulare Street, Suite 720
Fresno, CA 93721-2106
Addendum No. 2 CSA 44A WASTEWATER FACILITY IMPROVEMENTS
Contract No. 25-01-CD Page 2 of 2
TABLE OF CONTENTS
COVER SHEET
COUNTY ADOPTION AND ACKNOWLEDGMENT
Engineer's Signature
NOTICE TO BIDDERS
SPECIAL PROVISIONS
FEDERAL REQUIREMENTS
Federal Requirements for Federal Aid Construction Projects
CDBG Provisions
HUD 1040 Form
Section 3 Clause
PROJECT DETAILS / DRAWINGS
Location Map
Lift Station Control Enclosure Schematic
Self-Dealing Transactions Disclosure Form
BID BOOK
Instructions for Completing the Bid Book
Bidder's Declaration
Bid Form
Evaluation of Bid Item List
Bid Security and Signature
Non-Collusion Declaration
Public Contract Code
Subcontractor List
General Requirements for In-Use Off-Road Diesel-Fueled Fleets
Certifications
CDBG Forms
Statement of Workforce Needs
Guaranty
AGREEMENT
Agreement
Exhibit A— Minimum Federal Wage Rates Determination
PLANS
Contract Number 25-01-CD
COUNTY ADOPTION AND ACKNOWLEDGEMENT
PROJECT: GSA 44A WASTEWATER FACILITY IMPROVEMENTS
CONTRACT NUMBER: 25-01-CD
Brain Pacheco 1 st District
Garry Bredefeld, Vice Chairman 2nd District
Luis Chavez 3rd District
Ernest "Buddy" Mendes, Chairman _,4th District
Nathan Magsig 5th District
Paul Nerland, County Administrat' e icer
Steven E. White, Director Date
Department of Public Works and Planning
Q�OFESS15
No. C76724
Date Signed:
CIVIL
CAS
Supervising Engineer:
Sebastian Artal, PE 76724
FRESNO COUNTY
Department of Public Works and Planning
m/a 2220 Tulare Street, Suite 720
Fresno, CA 93721-2106
COUNTY OF FRESNO STATE OF CALIFORNIA
NOTICE TO BIDDERS
Contract Name: CSA 44A WASTEWATER FACILITY
IMPROVEMENTS
Project Location: 36058'55.9"N 119042'50.2"W
Contract Number: 25-01-CD
Bid Opening Date & Time: Thursday, July 24, 2025
2:00 P.M. (1400 hours and 00 seconds)
Sealed Proposals / Bids Received at EITHER (choose ONE):
https://www.bidexpress.com/businesses/36473/home
or
Department of Public Works and Planning
Office of the Design Engineer
2220 Tulare St., 7th Floor
Fresno, CA 93721
The work to be done consists, in general, of the replacement of the lift station basin and pumps with
all necessary appurtenant work, including connection to the existing lift station panel for a new fully
functional lift station, installation of a new sludge digester tank, and installation of miscellaneous
piping and valves. This project contains additive items including replacement of the entrance chain
link access gate.
Pre-bid Conference: Not Mandatory
10:00 A.M. on Tuesday, July 9, 2025
Meet at southwest corner of Parker Street and
Countryside Lane, Friant, CA 93626
Planholders Website: "Contractor Bidding Opportunities"
http://www.fresnocountVca.gov/planholders
Requests for Clarification (RFC) Deadline & Form:
http://www.fresnocountVca.gov/Departments/Public-
Works-and-Planning/Construction-Bidding-
Opportunities/25-01-CD-CSA-44A-Wastewater-
Facility-Improvements/Request-for-Clarification-Form
no later than 2:00 p.m. on the seventh (7th) calendar
day before bid opening
Bid Submission Questions: DesignServices(o-)_fresnocountyca.gov
(559) 353-4919 or (559) 600-4528
Request to be Added to Planholders Form: https://www.fresnocountVca.gov/Departments/Public-
Works-and-Planning/Construction-Bidding-
Opportunities/Request-to-Be-Added-to-the-
Planholders-List-Form
Engineer's Estimate Range: $430,000 - $480,000
Working Days (Subsection 8-1.04C): First order of work within fifteen (15) working days
Second order of work within twenty (20) working days
If additive awarded, five (5) additional working days
Required Valid California Contractor's License:
Class A (General Engineering)
CDBG Project Number: 21271
Federal Minimum Wage Rate: General Decision Number CA20250018,
Dated 6/06/2025
Basis of Bid: Bids are required for the entire work described herein, including a bid for the base
bid and a bid for each of the additive bids. The total amount of the base bid and additive bid is the
cumulative sum of the bid amounts listed for the individual line items. Bids will be compared, for
purposes of identifying the apparent low bidder for proposed award of the project, on the basis of
the total of the base bid plus the total of all additive bids; provided however, that the ultimate scope
of the project, as subsequently determined by the Board of Supervisors at the time of award, may
or may not include all or any of the additive bids.
Project Details: Electronic copies, in ".pdf"file format, of the official project plans and specifications,
bid books and proposal sheets, and such additional supplemental project information as may be
provided, are available to view, download, and print on the Planholders website.
This project is funded by Community Development Block Grant.
Bid Opening: Promptly following the closing of the bidding all timely submitted bids will be publicly
opened and viewable via a livestream (the link for which will be posted on the project website) for
construction in accordance with the project specifications therefor. A bid summary of the bids
received will be posted to the project's website, generally within twenty-four (24) hours of the bid
opening.
Planholders: Bidders may fill out a Request to be Added to Planholders list at the link listed above.
Requesters will then be listed as a planholder for the project on the website and receive notifications
and addenda issued for the project. Prospective bidders may also select the project on
www.BidExpress.com. Those that demonstrate interest in the project will be added to the
planholders list, and receive notifications and addenda issued for the project. Planholder and
exchange/publication names may be obtained from the County of Fresno Planholders website listed
above.
Requests for Clarification (RFC) & Addenda: All questions regarding this project shall be in
writing and shall be received by the Department of Public Works and Planning (Department), no
later than the deadline listed above and shall be submitted on the "Request for Clarification Form"
provided on our website above. Any questions received after this deadline may not receive a
response. In the event that the bid opening date is revised, the deadline for questions will be
extended to no later than 2:00 P.M. on the calendar days listed above before the revised bid opening
date. Questions and their responses will be posted on our website under "Request for Clarification
Responses."
Contract Number 25-01-CD Notice to Bidders - 2
Any changes to, or clarification of, the project plans and specifications shall be in the form of a
written addendum issued to planholders of record.
Any oral explanation or interpretations given to this project are not binding.
Bid Submission Instructions: If a bidder is unable to submit a bid via Bid Express, Bid Books,
which contain bid proposal sheets necessary to submit a bid, may be obtained within the
Specifications documents posted on the County of Fresno website.
Electronic bids shall be submitted via the Bid Express website.
Hardcopy bids shall be submitted in a sealed envelope addressed to the "Department of Public
Works and Planning, Office of the Design Engineer" and labeled with the name of the bidder,
contract number, name of the project, and the statement "Do Not Open Until The Time Of Bid
Opening."
Bid Security: Bid security in the amount of ten percent (10%) 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 bid. You must either attach
an electronic bid bond or provide an original bid bond (or other form of bid security authorized by
Public Contract Code section 20129(a)), prior to the bid opening. Bid security shall be made in favor
of the County of Fresno.
Hardcopy bid bonds shall be submitted in a sealed envelope addressed to "Department of Public
Works and Planning, Office of the Design Engineer" and labeled with the name of the bidder,
contract number, name of the project, and the statement "Do Not Open Until The Time Of Bid
Opening — BID BOND."
Each bond specified in this Notice shall be issued by a surety company designated as an admitted
surety insurer in good standing with and authorized to transact business in this state by the
California Department of Insurance, and acceptable to the County of Fresno. Bidders are cautioned
that representations made by surety companies will be verified with the California Department of
Insurance. Additionally, the County of Fresno, in its discretion, when determining the sufficiency of
a proposed surety company, may require the surety company to provide additional information
supported by documentation. The County generally requires such information and documentation
whenever the proposed surety company has either a Best's Key Rating Guide of less than A and a
financial size designation of less than Vill. Provided, however, that the County expressly reserves
its right to require all information and documentation to which the County is legally entitled from any
proposed surety company.
Federal Project Requirements: The County of Fresno affirms that in any contract entered into
pursuant to this advertisement. Disadvantaged Business Enterprises will be afforded full opportunity
to submit bids in response to this invitation and will not be discriminated against on the grounds of
race, color, religious creed, sex, or national origin in consideration for an award.
The work to be performed under this contract is on a project assisted under a program providing
direct Federal financial assistance from the Department of Housing and Urban Development,
Community Development Block Grant Program, and subject to the requirements of Section 3 of the
Housing and Urban Development Act of 1968, as amended, 12 USC 1701 U.
Contract Number 25-01-CD Notice to Bidders - 3
Section 3 requires that to the greatest extent feasible opportunities for training and employment be
given to low and moderate income persons residing within the project area and the contracts for
work in connection with the project be awarded to eligible business concerns which are located in,
or owned in substantial part by persons residing in the area of the project. Regulations for
implementing the Section 3 clause are contained in 24 CFR 135, as amended and as specified in
the project specifications.
All pages of the Preliminary (Anticipated) Statement of Work Force Needs form, contained in the
project specifications, will be required to be completed and submitted prior to award. All pages of
the Final (Completion) Statement of Work Force Needs form shall also be required to be completed
and submitted upon completion of construction.
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, which under Labor Code Section 1773.1 are deemed to include employer payments for
health and welfare, pension, vacation, travel time, and subsistence pay, apprenticeship or other
training programs authorized by Section 3093, and similar purposes applicable to the work to be
done. Said wages are available at the Department of Public Works and Planning, Design Division,
Design Services Section or on the State of California Department
This project is subject to the federal suspension and debarment requirements (2 CFR, part 180).
No contract shall be awarded to a contractor who has been debarred, suspended, or otherwise
excluded from or ineligible for participation in Federal assistance programs or activities. Uniform
Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR,
part 200) also apply to this project.
The Federal minimum wage rates for this project as predetermined by the United States Secretary
of Labor are set forth in the General Decision Number listed above, which is incorporated in these
special provisions by this reference as if fully set forth herein and which can be viewed at
https://SAM.gov. Said Federal wage rates, as well as project plans, special provisions, and bid
forms, may also be examined at the County of Fresno office described in the preceding paragraph.
Addenda to modify the reference to Federal minimum wage rates to reflect revisions thereto, if
necessary, will be issued to planholders of record.
Attention is directed to the provisions in the "Federal Requirements" section of these specifications.
If there is a difference between the minimum wage rates predetermined by the Secretary of Labor
and the general prevailing wage rates determined by the Director of the California Department of
Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay
not less than the higher wage rate. The Department will not accept lower State wage rates not
specifically included in the Federal minimum wage determinations. This includes "helper" (or other
classifications based on hours of experience)or any other classification not appearing in the Federal
wage determinations. Where Federal wage determinations do not contain the State wage rate
determination otherwise available for use by the Contractor and subcontractors, the Contractor and
subcontractors shall pay not less than the Federal minimum wage rate, which most closely
approximates the duties of the employees in question.
The U.S. Department of Housing and Urban Development (HUD) provides a toll-free "hotline"
service to report bid rigging activities, 1-800-347-3735. Anyone with knowledge of possible bid
rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report these
activities. The "hotline" is part of HUD's continuing effort to identify and investigate fraud, waste,
Contract Number 25-01-CD Notice to Bidders - 4
and abuse and is operated under the direction of the HUD Office of Inspector General (OIG). All
information will be treated confidentially and caller anonymity will be respected.
Additional Information and Requirements: No contract will be awarded to a contractor who has
not been licensed in accordance with the provisions of the Contractors State License Law, California
Business and Professions Code, Division 3, Chapter 9, as amended, or whose bid is not on the
proposal form included in the contract document.
This project is subject to the contracting requirements and implementing regulations as amended in
Title 13, Section 2449 General Requirements for In-Use Off-Road Diesel-Fueled Fleets, of the
California Code of Regulations (13 CCR § 2449(i)). Bidders must submit a valid Certificate of
Reported Compliance (CRC) issued by the California Air Resources Control Board at the time of
bidding. Bidders are responsible for submitting their listed subcontractors' CRCs and any supporting
documentation within five (5) calendar days of the bid opening. Failure to submit the required CRCs
may render a bid non-responsive.
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or
counties, in which the work is to be done have been determined by the Director of the California
Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates
for this project, available at County of Fresno, Department of Public Works and Planning, 2220
Tulare Street, Sixth (6th) Floor, Fresno CA 93721-2104 and available from the California
Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/DLSR/PWD. Future
effective general prevailing wage rates, which have been predetermined and are on file with the
California Department of Industrial Relations are referenced but not printed in the general prevailing
wage rates.
This project is subject to compliance monitoring and enforcement by the Department of Industrial
Relations.
No contractor or subcontractor may be listed on a bid proposal for a public works project unless
registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with
limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
No contractor or subcontractor may be awarded a contract for public work on a public works project
unless registered with the Department of Industrial Relations pursuant to Labor Code section
1725.5.
This contract is subject to state contract nondiscrimination and compliance requirements pursuant
to Government Code section 12990.
The successful bidder shall furnish a faithful performance bond in the amount of one hundred
percent (100%) of the contract amount and a payment bond in the amount of one hundred percent
(100%) of the contract amount. Each bond specified in this Notice (bid bond, faithful performance
bond and payment bond) shall meet the requirements of all applicable statutes, including but not
limited to those specified in Public Contract Code section 20129 and Civil Code section 3248.
Pursuant to Public Contract Code section 22300, substitution of securities for any moneys withheld
by the County of Fresno to ensure performance under the contract shall be permitted.
The Board of Supervisors reserves the right to reject any or all bids.
Contract Number 25-01-CD Notice to Bidders - 5
Board of Supervisors, County of Fresno
Paul Nerland, County Administrative Officer
Bernice E. Seidel, Clerk of the Board
Issue Date: June 24, 2025
Contract Number 25-01-CD Notice to Bidders - 6
Special Provisions
DIVISION I GENERAL PROVISIONS
1 GENERAL
1-1.01 GENERAL
Add to the beginning of Section 1:
The work is done in accordance with the 2023 Standard Specifications, 2023 Standard Plans and the
following special provisions.
Where these special provisions indicate to replace, add to, delete, delete from, or otherwise modify a
"section,"or a portion thereof, the section or portion thereof to which such modification is to be applied is
the section or portion thereof with the corresponding numbering in the 2023 Standard Specifications.
Revised standard plans apply if listed on the "List of Revised Standard Plans," if any, in these special
provisions; or if shown or referenced on the project plans or in the project details section of the book
entitled "Specifications."
In case of conflict between the Standard Specifications and these special provisions, the special
provisions shall take precedence over and be used in lieu of such conflicting portions.
Add to the end of section 1-1.01:
Refer to Section 9-1.08 Explanation of Bid Items
Add to the 1st table of section 1-1.06:
SJVAPCD San Joaquin Valley air pollution control district
METS Caltrans Material Engineering and Testing Services
Add to section 1-1.06:
Abbreviations in the Bid Items and Applicable Sections are also used in the Bid Item List- Proposal 2.
Add or Replace items in Section 1-1.07 with:
Authorized Facility Audit List: Caltrans-developed list of facilities. For the Authorized Facility Audit List,
go the METS website.
Authorized Material List: Caltrans-developed list of authorized materials. For the Authorized Material
List go to the METS website.
Authorized Material Source List: Caltrans-developed list of authorized source materials. For the
Authorized Material Source List go to the METS website.
Bid Item List: List of bid items, units of measure, and the associated quantities. The verified Bid Item List
is the Bid Item List with verified prices. The Contract Proposal (Proposal 2)of Low Bidder at the
Department's website is the verified Bid Item List. After contract award, interpret a reference to the
Bid Item List as a reference to the verified Bid Item List.
Caltrans: State of California Department of Transportation
County: The County of Fresno
Department: The Fresno County Board of Supervisors and its authorized representatives.
District Office: County of Fresno Department of Public Works and Planning
Director: Department's Chairman
Engineer: The County's Director of Public Works and Planning, acting through their authorized
designees.
federal-aid contract: Contract that has a federal-aid project number on the cover of the Specifications.
holiday: Holiday shown in the following table:
Holidays
Holiday Date observed
Every Sunday Every Sunda
New Year's Day January 1st
Birthday of Martin Luther King, Jr. 3rd Monday in January
Presidents' Day 3rd Monday in February
Cesar Chavez Day March 31 st
Memorial Day Last Monday in May
Juneteenth June 19th
Independence Day July 4th
Labor Day 1st Monday in September
Veterans Day November 11th
Thanksgiving Day 4th Thursday in November
Day after Thanksgiving Day Day after Thanksgiving Da
Christmas Day December 25th
If January 1st, March 31st, June 19th, July 4th, November 11th, or December 25th fall on a Sunday, the
Monday following is a holiday. If January 1st, March 31st, June 19th, July 4th, November 11th, or
December 25th fall on a Saturday, the preceding Friday is a holiday.
Office engineer: The Director of Public Works and Planning for the County of Fresno
permanent erosion control establishment period: Number of working days shown in Section 8-1.04 for
permanent erosion control establishment work.
plans: Standard plans, revised standard plans, and project plans.
1. standard plans: Drawings standard to Department construction projects. These plans are in a
book titled Standard Plans.
2. revised standard plans: New or revised standard plans. These plans are listed in the List of
Revised Standard Plans in a book titled Specifications.
3. project plans: Drawings specific to the project, including authorized shop drawings. These plans
also include a section titled Project Details of a book titled Specifications.
specifications: Standard specifications, revised standard specifications, and special provisions.
1. standard specifications: Specifications standard to Department construction projects. These
specifications are in a book titled Standard Specifications.
2. special provisions: Specifications specific to the project. These specifications are in a section
titled Special Provisions of a book titled Specifications.
Replace Section 1-1.08 with:
1-1.08 DISTRICTS
Not Used
Add to the end of Section 1-1.09
This project is not in a freeze-thaw area.
Replace Section 1-1.10 with:
1-1.10 PAVEMENT CLIMATE REGIONS
To help account for the effects of various climatic conditions on pavement performance, the State has
been divided into 9 climate regions. The project's pavement climate region is inland valley.
Replace Section 1-1.11 with:
1-1.11 WEBSITES, ADDRESSES, AND TELEPHONE NUMBERS
Websites, Addresses, and Telephone Numbers
Reference or
agency or
department unit Website Address Telephone no.
Authorized https://dot.ca.gov/program
Material Lists s/engineering=
Authorized services/authorized-
Material Source materials-lists
Lists
CA Unified
Certification https://californiaucp.dbesy
Program's list of stem.com/
certified DBEs
California https://dot.ca.gov/program
MUTCD s/safety- -- --
ro rams/camutcd
https://www.fresnocountyc 2220 Tulare Street
Department a gov/ Design Division —Seventh Floor (559) 600-9908
Fresno, CA 93721
Department of
Conservation, http://www.conservation.c
Office of Mine a.gov/dmr/
Reclamation
Department of 455 Golden Gate Ave
Industrial http://www.dir.ca.gov San Francisco CA 94102 --
Relations
Design Tel: (559) 353-4919
Services- Fax:(559)455-4609
Contract https://www.fresnocountVc Design
Tulare Street Email:
Administration, a.gov/planholders Design Division —Seventh Floor Fresno CA 93721 Des ig n Services(a-)fr
Planholders, , esnocountyca.gov
Bid Results
Division of Major Construction Payment and
Accounting, Information Unit
Office of https://dot.ca.gov/program Office of External Accounts Payable
External s/accounting Division of Accounting (916)227-9013
Accounts Department of Transportation
Payable P.O. Box 168043
Sacramento, CA 95816-8043
Division of http://www.dot.ca.gov/hq/c
Construction onstruc/
Geotechnical Services
Geotechnical https://dot.ca.gov/program Department of Transportation (916)227-7000
Services s/engineering-services 5900 Folsom Blvd
Sacramento, CA 95819-4612
Materials Engineering and Testing
https://dot.ca.gov/program Services
METS s/engineering-services Department of Transportation (916)227-7000
5900 Folsom Blvd
Sacramento, CA 95819-4612
https://dot.ca.gov/program
MPQP s/construction/material- -- --
lant- ualit - ro ram
Director of Public Works & Planning
Office Engineer __ Fresno County cn (559) 600-4078
2220 Tulare St, 8 Floor
Fresno, CA 93721
Office of
Electrical Office of Electrical Systems Regional
Systems Transportation Management Center
Regional -- 3165 Gold Valley Dr
Transportation Rancho Cordova, CA 95742
Management
Center
MSC 9-4/41
Offices of Documents Unit Offices of Structure
Structure Design (916)227-0716
Design, Department of Transportation
Documents Unit 1801 30th St
Sacramento, CA 95816-7006
Publication Unit
Publication Department of Transportation
Distribution Unit 1900 Royal Oaks Dr
Sacramento, CA 95815-3800
Replace Section 1-1.12 with:
1-1.12 MISCELLANY
Make checks and bonds payable to the County of Fresno.
2 BIDDING
Replace Section 2-1.04 with:
2-1.04 PREBID OUTREACH MEETING
Section 2-1.04 applies if a mandatory prebid meeting is shown on the Notice to Bidders.
The Department may conduct a meeting to provide access to the site and/or discuss the project in the
presence of County staff.
Each bidder must attend the meeting. The bidder's representative must be a company officer, project
superintendent, or project estimator. For a joint venture, one of the parties must attend the mandatory
prebid meeting.
The Department does not accept a bid from a bidder who did not attend the meeting.
A sign-in will be used to identify the attendees. Each bidder must include the name and title of the
company representative attending the meeting.
The Department may hold a single prebid meeting for more than one contract. Sign in for the contract you
intend to bid on. If you are bidding on multiple contracts, sign-in for each contract you intend to bid on.
The sign-in lists, with the names of all companies in attendance at each prebid meeting, will be made
available at the website shown on the Notice to Bidders for bidder inquiries.
Replace Section 2-1.06 with:
2-1.06 BID DOCUMENTS
2-1.06A General
The Bid book includes bid forms and certifications and are available online at http://www.BidExpress.com
and in the Specifications.
The Specifications includes the Notice to Bidders, project details, special provisions, Bid book, and
agreement.
The Specifications, project plans, and any addenda to these documents may be accessed at the
planholders website at https://www.fresnocountyca.gov/planholders.
The Standard Specifications and Standard Plans may be accessed online at
https://www.fresnocountyca.gov/files/sharedassets/county/v/2/public-works-and-
planning/design/construction-bidding-opportunities/2023-standard-specs.pdf
2-1.06B Supplemental Project Information
The Department makes the following supplemental project information available:
Supplemental Project Information
Where Available Description
Included in Project Details • Location Map
• Lift Station Control Enclosure Schematic
If as-built drawings are available, they may not show existing dimensions and conditions. Where new
construction dimensions are dependent on existing bridge dimensions, verify the field dimensions and
adjust the dimensions of the work to fit the existing conditions.
Replace Section 2-1.12 with:
2-1.12 RESERVED
Replace Section 2-1.15 with:
2-1.15 RESERVED
Replace Section 2-1.18 with:
2-1.18 RESERVED
Replace Section 2-1.27 with:
2-1.27 RESERVED
Replace Section 2-1.33 with:
2-1.33 BID DOCUMENT COMPLETION AND SUBMITTAL
2-1.33A General
Complete forms in the Bid book.
Certain bid forms must be submitted with the bid and properly executed.
Certain other forms and information must be submitted either with the bid or within the prescribed period
after bid opening as specified elsewhere in these special provisions.
Failure to submit the forms and information as specified results in a nonresponsive bid.
If an agent other than the authorized corporation officer or a partnership member signs the bid, file a
Power of Attorney with the Department either before opening bids or with the bid. Otherwise, the bid may
be nonresponsive.
Electronic Bids: Complete and submit the bid online at http://www.BidExpress.com. Your electronic
signature is your confirmation of and agreement to all certifications and statements contained in the Bid
book. On forms and certifications that you submit through the electronic bidding service, you agree that
each form and certification where a signature is required is deemed as having your signature.
Hardcopy Bid: Submit a hardcopy bid:
1. Under sealed cover
2. Marked as a bid
3. Identifying the contract number and the bid opening date
4. Use ink or typewriter
2-1.33B Bid Item List and Bid Comparison
Submit a bid based on the bid item quantities the Department shows on the Bid Item List (Proposal 2).
Bids will be evaluated and the low bidder determined as indicated in the Notice to Bidders.
Do not submit an unbalanced bid. An unbalanced is a bid is one in which one or more bid items is/are
considered by the Department to have been bid at an amount that is unreasonably high or unreasonably
low. A bid may be considered to be non-responsive and may be rejected if it is considered by the
Department to be unbalanced.
2-1.33C Bid Document Completion
Proposal items are identified by title and by the word "Proposal"followed by the number assigned to the
proposal item in question. Proposal items are included in the Bid Book.
2-1.33C(1) Proposal 1 - Proposal to the Board of Supervisors of Fresno County
2-1.33C(2) Proposal 2 - Bid Item List
One or more sheet(s) or list(s) upon which the bidder completes the bid.
Fill out completely including a unit price and total for each unit price-based item and a total for each lump
sum item.
Do not make any additions such as "plus tax", "plus freight", or conditions such as "less 2% if paid by
15th".
Use ink or typewriter for paper bids.
2-1.33C(3) Proposal 3 - Evaluation of Bid Item List
Describes how inconsistences and irregularities are evaluated and corrected when Design Services
reviews the Bid Item List.
2-1.33C(4) Proposal 4- Bid Security and Signature
Submit one of the following forms of bidder's security equal to at least 10 percent of the bid:
• Cash
• Cashier's check
• Certified check
• Signed bidder's bond by an admitted surety insurer
Indicate type of bid security provided.
• Cash—Acceptable but not recommended. Cash is deposited in a clearing account and is
returned to bidders by County warrant. This process may take several weeks.
• Cashier's or Certified Checks—This type of security is held until the bid is no longer under
consideration. If submitted by a potential awardee, they will be returned when the contract is fully
executed by the bidder and bonds and insurance have been approved.
• Bid Bonds— Must be signed by the bidder and by the attorney-in-fact for the bonding company.
Provide notarized signature of attorney-in-fact accompanied by bonding company's affidavit
authorizing attorney-in-fact to execute bonds. An unsigned bid bond will be cause for rejection.
Bonding companies may provide their own bid bond forms. Bid Security and Signature sections must be
completed by the bidder and submitted with their bid.
Provide contractor's license information.
State business name and if business is a:
• Corporation - list officers
• Partnership- list partners
• Joint Venture- list members; if members are corporations or partnerships, list their officers or
partners.
• Individual - list Owner's name and firm name style
Signature of Bidder-the following lists types of companies and corresponding authorized signers.
• Corporation - by an officer
• Partnership- by a partner
• Joint Venture- by a member
• Individual - by the Owner
If signature is by a Branch Manager, Estimator, Agent, etc., the bid must be accompanied by a power of
attorney authorizing the individual to sign the bid in question or to sign bids more generally, otherwise the
bid may be rejected.
Business Address - Firm's Street Address
Mailing Address - P.O. Box or Street Address
Complete, sign, and return with bid.
2-1.33C(5) Proposal 5 - Noncollusion Declaration
Must be completed, signed, and returned with bid.
2-1.33C(6) Proposal 6 - Public Contract Code Section 10285.1 Statement
Select"has"or"has not" in accordance with instructions on form, return with completed for with bid. Note
that signing the bid constitutes signing this statement.
2-1.33C(7) Proposal 7 - Public Contract Code Section 10162 Questionnaire And Public Contract
Code 10232 Statement
Select: "yes" or"no" accordance with instructions on form, include explanation if"yes" is selected. Return
completed form with bid. Note that signing the bid constitutes signing this questionnaire and statement.
2-1.33C(8) Proposal 8 -Subcontractors
Sheet(s) or spaces where bidders list subcontractors. List each subcontractor to perform work in an
amount in excess of 1/2 of 1 percent of the total bid (Pub Cont Code §4100 et seq.).
The Subcontractor List submitted with the bid must show the name, location of business, work portions to
be performed, Department of Industrial Relations registration number, and the contractor's license
number for each subcontractor listed.
• Use subcontractor's business name style as registered with the License Board.
• Specify the city in which the subcontractor's business is located and the state if other than
California.
• Description of the work to be performed by the subcontractor. Indicate with bid item numbers
from the bid item list and/or work descriptions similar to those on bid item list.
• List contractor's license number and Department of Industrial Relations registration number for
each subcontractor.
Upon request from Design Services, provide the following additional information within 24 hours of bid
opening if not included on the Subcontractor List submitted with the bid:
• Complete physical address for each subcontractor listed.
• Percentage of the total bid or dollar amount associated with each subcontractor listed.
2-1.33C(9) Proposal 9 -Title 13, California Code of Regulations § 2449(i) General Requirements for
In-Use Off-Road Diesel-Fueled Fleets
Contractors, if applicable, must submit valid Certificates of Reported Compliance with their bid.
Subcontractor certificates will be due no later than 4:00 p.m. on the fifth (5"') calendar day after the bid
opening if not submitted with the bid.
2-1.33C(10) Proposal 10 - Certification With Regard To The Performance Of Previous Contracts Or
Subcontracts Subject To The Equal Opportunity Clause And The Filing Of Required Reports
For a Federal-aid contract, complete, sign, and return with bid. Certification of proposed subcontractors is
the responsibility of the Bidder and must be provided to the County upon request.
2-1.33C(11) Proposal 11 - Title 49, Code Of Federal Regulations, Part 29 Debarment And
Suspension Certification
For a Federal-aid contract, complete, sign, and return with bid. Certification of proposed subcontractors is
the responsibility of the Bidder and must be provided to the County upon request.
2-1.33C(12) Proposal 12 -Nonlobbying Certification For Federal-Aid Contracts
For a Federal-aid contract, complete, sign, and return with bid.
2-1.33C(13) Proposal 13(a)through Proposal 13(b) -Disclosure Of Lobbying Activities
For a Federal-aid contract, complete, sign, and return with bid.
Proposal 14— Certification Of Payments To Influence Federal Transactions
Proposal 15 -Statement Of Workforce Needs
Must be filled out and completed when the contract is executed.
Proposal 16 - 18
Not used
2-1.33C(19) Guaranty— Proposal 19
Does not need to be signed with the bid. Part of the contract which must be signed by the contractor
when contract is executed.
Replace Section 2-1.34 with:
2-1.34 BIDDER'S SECURITY
You must either attach an electronic bid bond or provide an original bid bond (or other form of bid security
authorized by Public Contract Code Section 20129(a)), prior to the bid opening.
Submit one of the following forms of bidder's security equal to at least 10 percent of the bid:
1. Cash
2. Cashier's check
3. Certified check
4. Signed bidder's bond by an admitted surety insurer
An electronic bid bond may be submitted either:
1. As an electronic bidder's bond by an admitted surety insurer submitted using an electronic
registry service approved by the Department (SurePath or Tinubu).
2. As a scanned attachment of a notarized paper bid with the original paper notarized bidder's bond
by the admitted surety insurer so that it is received by Design Services no later than 4:00 PM on
the fifth (5th) calendar day after the bid opening.
Cash, cashier's check, certified check, or paper bidder's bonds should be sent in a sealed envelope in
accordance with the labeling and address instructions listed on the Notice to Bidders.
Replace Section 2-1.40 with:
2-1.40 BID WITHDRAWAL
1. An authorized agent may withdraw a paper bid before the bid opening date and time by submitting a
written bid withdrawal request at the location where the bid was submitted. Withdrawing a bid does
not prevent you from submitting a new bid. An authorized agent is an individual authorized to submit
a bid.
2. A bidder may withdraw or revise a bid after it has been submitted to the electronic bidding service if
this is done before the bid opening date and time.
3. After the bid opening time, you cannot withdraw a bid.
2-1.46 DEPARTMENT'S DECISION ON BID
The Department's decision on the bid amount is final.
The Department may reject:
1. All bids
2. A nonresponsive bid
3. A bid from any entity that is a parent, affiliate, or subsidiary, or that is under common ownership,
control, or management with any other entity submitting a bid on the project
Replace Section 2-1.47 with:
2-1.47 BID RELIEF
The Department may grant bid relief under Pub Cont Code § 5100 et seq. Submit any request for bid
relief via email to Design Services at the address listed in the table in Section 1-1.11.
Add Section 2-1.51:
2-1.51 DISCLOSURE OF SELF-DEALING TRANSACTIONS
This provision is only applicable if the contractor is operating as a corporation (a for-profit or non-profit
corporation)or if during the term of this agreement, the contractor changes its status to operate as a
corporation.
Members of the contractor's Board of Directors shall disclose any self-dealing transactions that they are a
party to while contractor is providing goods or performing services under this agreement. A self-dealing
transaction shall mean a transaction to which the contractor is a party and in which one or more of its
directors has a material financial interest. Members of the Board of Directors shall disclose any self-
dealing transactions that they are a party to by completing and signing a Self-Dealing Transaction
Disclosure Form which is included in Project Details of these special provisions.
In the event that the Contractor(to whom the project is awarded) is operating as a corporation or
incorporates during the course of the construction contract, and any member of its board of directors is
engaged or intends to become engaged in self-dealing transaction(s), each member of its board of
directors who is engaged or intends to become engaged in a self-dealing transaction or transactions must
complete and submit to the County a completed Self-Dealing Transaction Disclosure Form (in Project
Details)for each such transaction prior to engaging therein or immediately thereafter.
3 CONTRACT AWARD AND EXECUTION
Replace Section 3 with:
3-1.01 GENERAL
Section 3 includes specifications related to contract award and execution.
3-1.02 CONSIDERATION OF BIDS
3-1.02A General
Bids will be compared on the basis listed in the Notice to Bidders.
3-1.02B Tied Bids
The Department breaks a tied bid with a coin toss.
3-1.03 CONTRACTOR REGISTRATION
No contractor or subcontractor may be awarded a contract for public work on a public works project
(awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant
to Labor Code section 1725.5.
3-1.04 CONTRACT AWARD
3-1.04A BID PROTEST PROCEDURES
Any bid protest must be submitted in writing and delivered by the Bidder by either of the following means:
(1)via e-mail to Des ignServices(a-fresnocountyca.gov; or(2)via certified mail, return receipt requested to
the following address: Design Division, Department of Public Works and Planning, 2220 Tulare Street,
Sixth Floor, Fresno, CA 93721.
The bid protest must be received no later than 5:00 p.m. of the seventh (71h) calendar day following
the bid opening for any issues found within the bid itself, or 5:00 p.m. of the third (3'd) calendar day
following the deadline for submittal of the specific bid document(s) placed at issue by the protest.
Any Bidder filing a protest is encouraged to submit the bid protest via e-mail, because the deadline is
based on the Department's receipt of the bid protest. A bid protest accordingly may be rejected as
untimely if it is not received by the deadline, regardless of the date on which it was postmarked. The
Bidder's compliance with the following additional procedures also is mandatory:
a. The initial protest document shall contain a complete statement of the grounds for the protest,
including a detailed statement of the factual basis and any supporting legal authority.
b. The protest shall identify and address the specific portion of the document(s)forming the basis for
the protest.
c. The protest shall include the name, address and telephone number of the person representing
the protesting party.
d. The Department will provide a copy of the initial protest document and any attached
documentation to all other Bidders or proposers who appear to have a reasonable prospect of
receiving an award depending upon the outcome of the protest.
e. The Board of Supervisors will issue a decision on the protest. If the Board of Supervisors
determines that a protest is frivolous, the party originating the protest may be determined to be
irresponsible and that party may be determined to be ineligible for future contract awards.
f. The procedure and time limits set forth herein are mandatory and are the Bidder's sole and
exclusive remedy in the event of a bid protest. Failure by the Bidder to comply with these
procedures shall constitute a waiver of any right to further pursue the bid protest, including the
subsequent filing of a Government Code Claim or legal proceedings.
3-1.04B AWARD PERIOD
If the Department awards the contract, the award is made to the lowest responsible bidder within 68
calendar days after bid opening.
The Department may extend the specified award period if the bidder agrees.
You may request to extend the award period by e-mailing a request to
DesignServices(a)fresnocountyca.gov before 4:00 p.m. on or before the last day of the award period. If
you do not make this request, after the specified award period:
1. Your bid becomes invalid
2. You are not eligible for the award of the contract
3-1.05 CONTRACT BONDS (PUB CONT CODE §§ 10221 AND 10222)
The successful bidder must furnish 2 bonds conforming to the requirements in the Agreement of these
special provisions.
3-1.06 CONTRACTOR LICENSE
For a federal-aid contract, the Contractor must be properly licensed as a contractor from contract award
through Contract acceptance (Pub Cont Code § 10164).
For a non-federal-aid contract:
1. Contractor must be properly licensed as a contractor from bid opening through Contract acceptance
(Bus & Prof Code § 7028.15)
2. Joint venture bidders must obtain a joint venture license before contract award (Bus & Prof Code §
7029.1)
3-1.07 INSURANCE POLICIES
The successful bidder must submit copies of its insurance policies conforming to the requirements in the
Agreement of these special provisions.
3-1.08—3-1.10 RESERVED
3-1.11 PAYEE DATA RECORD
Complete and deliver to the Engineer a Payee Data Record form when requested by the Engineer.
3-1.12 RESERVED
3-1.13 RESERVED
3-1.14-3-1.17 RESERVED
3-1.18 CONTRACT EXECUTION
The successful bidder must sign the Agreement.
Deliver to Design Services:
1. Signed Agreement
2. Contract bonds
3. Documents identified in section 3-1.07
Design Services must receive these documents before the 10th business day after the bidder receives
the contract.
The bidder's security may be forfeited for failure to execute the contract within the time specified (Pub
Cont Code §§ 10181, 10182, and 10183).
3-1.19 BIDDERS' SECURITIES
The Department keeps the securities of the 1st, 2nd, and 3rd low bidders until the contract has been
executed. The other bidders' securities, other than bidders' bonds, are returned upon determination of the
1st, 2nd, and 3rd low bidders, and their bidders' bonds are of no further effect (Pub Cont Code § 10184).
4 SCOPE OF WORK
Replace Section 4-1.02 with:
4-1.02 INTENT
The Contract intent is to provide for work completion using the best general practices.
Nothing in the specifications, special provisions, Standard Specifications, or in any other Contract
document voids the Contractor's public safety responsibilities.
Replace Section 4-1.07D with:
4-1.07D Reserved
Replace the last paragraph of Section 4-1.13 with:
Remove warning, regulatory, and guide signs when directed by the Engineer.
5 CONTROL OF WORK
Delete the last paragraph of Section 5-1.01
Add the following before the last sentence in Section 5-1.02:
Caltrans Standard Plans, County of Fresno Standard Drawings, and any other other-agency Standard
Drawings included in the "Project Details" section of the book entitled "Specifications" have the same
ranking as Standard Plans."
All other drawings in the "Project Details" section of the book entitled "Specifications" have the same
ranking as Project Plans.
Tables and other documents in the "Project Details" section of the book entitled "Specifications" have the
same ranking as Special Provisions. If a portion of a document in the Project Details section conflicts with
the Special Provisions, the Special Provisions shall prevail.
Replace Section 5-1.09 with:
5-1.09 RESERVED
Replace Section 5-1.12 with:
5-1.12 ASSIGNMENT
The performance of the Contractor or any Contract part may be assigned only with prior written consent
from the Department. To request consent, submit a Contractor Action Request—Assignment of Contract
Performance form. The Department does not consent to any requested assignment that would relieve you
of your surety of the responsibility to complete the work or any part of the work. No third-party agreement
relieves you or your surety of the responsibility to complete the work. Do not sell, transfer, or otherwise
dispose of any Contract part without prior written consent from the Department.
If you assign the right to receive Contract payments, the Engineer accepts the assignment upon the
Engineer's receipt of a Contractor Action Request—Assignment of Contract Monies, Assignee Change of
Name/Address form. Assigned payments remain subject to deductions and withholds described in the
Contract. The Department may use withheld payments for work completion whether payments are
assigned or not.
A pending or disapproved request for assignment does not relieve you of the responsibility to commence
and pursue work timely and in strict accordance with contract documents.
Replace Section 5-1.13C with:
5-1.13C RESERVED
Replace Section 5-1.13D with:
5-1.13D RESERVED
Add the following paragraph to the end of section 5-1.16:
Submit Daily Log records to the Engineer weekly for the entire course of work unless the Engineer
requests another interval.
Replace Section 5-1.20B(4)with:
5-1.20B(4) Contractor—Property Owner Agreement
Before procuring material from or disposing or stockpiling of material on non-highway property:
1. Provide proof that the property where materials are to be stockpiled or equipment parked/stored
is appropriately zoned and/or permitted for the use proposed by the Contractor.
2. Obtain written authorization from each and every owner of the property where materials are to be
stockpiled or equipment parked/stored.
3. Provide proof that the signor(s)of the authorization are the owners of the property.
4. Provide an executed release from the property owner(s) absolving the Department from any and
all responsibility in connection with the stockpiling of materials or parking/storage of equipment on
said property.
5. Obtain written permission from the Engineer to stockpile materials or park/store equipment at the
location designated in said authorization.
Before Contract acceptance, submit a document signed by the owner of the material source or disposal
site stating that the Contractor has complied with the Contractor-owner agreement.
Failure by the Contractor to provide written authorization shall result in the withholding of all funds due to
the Contractor until said authorization is received by the County.
Replace Section 5-1.20C with:
5-1.20C Permits
Contractor shall be required to obtain permits from County of Fresno Building Department. Permits
required are, but not limited to, demolition of lift station and electrical. Contractor shall include in the bid
the cost to obtain the necessary permits and pay for the fees and shall be included in the various items of
work.
Replace Section 5-1.23A with:
5-1.23A General
Section 5-1.23 includes specifications for action and informational submittals.
Any submittal not specified as an informational submittal is an action submittal.
Submit action and informational submittals to the Engineer. Unless otherwise specified in these
Specifications, submittals shall be provided via email in .pdf format.
Each submittal must have a cover sheet that must include:
1. Contract number
2. Project Name
3. Date
4. Submittals (and resubmittals if applicable) must be numbered sequentially
5. Structure number if applicable
6. Contractor
7. Person responsible for submitting the submittal
8. Signature of Contractor's representative sending submittal
9. Section number and/or item submittal is referencing
10. Pages of submittal, excluding cover sheet
The Department rejects a submittal if it has any error or omission.
If the last day for submitting a document falls on a Saturday or holiday, it may be submitted on the next
business day with the same effect as if it had been submitted on the day specified.
Documents must be submitted in the English language.
Convert documents to US customary units.
Replace the first paragraph of Section 5-1.23B(2)(b) with:
If specified, email electronic shop drawing and calculation sheet submittals to the Engineer.
Replace Section 5-1.24 with:
5-1.24 CONSTRUCTION SURVEYS
The Engineer places stakes and/or marks as the Engineer determines to be necessary to establish the
lines and grades required for the work.
Submit your request for Engineer-furnished stakes:
1 Once staking area is ready for stakes
2. On a Request for Construction Stakes form
After your submittal, the Engineer starts staking within 2 working days.
Preserve stakes and marks placed by the Engineer. If the stakes or marks are destroyed, the Engineer
replaces them at the Engineer's earliest convenience and deducts the cost.
Replace Section 5-1.27E with:
5-1.27E CHANGE ORDER BILLS
Maintain separate records for change order work costs.
Replace Section 5-1.32 with:
5-1.32 AREAS FOR USE
Occupy the highway only for purposes necessary to perform the work.
Defend, indemnify, and hold the Department harmless to the same extent as under section 7-1.05.
The Department does not allow temporary residences within the County right-of-way.
Replace Section 5-1.43A with:
5-1.43A General
Minimize and mitigate the impacts of work or events for which you will make a potential claim.
For each potential claim assign an identification number determined by chronological sequencing and the
1st date of the potential claim.
Use the identification number for each potential claim on the:
1. Initial Potential Claim Record form
2. Supplemental Potential Claim Record form
3. Full and Final Potential Claim Record form
Failure to comply with this procedure is:
1. Waiver of the potential claim and a waiver of the right to a corresponding claim for the disputed work
in the administrative claim procedure
2. Bar to arbitration (Pub Cont Code § 10240.2)
Replace the word "State" with "Department" in the 3rd paragraph of Section 5-1.43D.
Replace the word "Department's" with "Caltrans" in the 6th paragraph of Section 5-1.43E(1)(a).
Replace the word "Department" with "Caltrans" where it appears in Section 5-1.43E(2)(a).
Replace the word "Department" with "Caltrans" where it appears in Section 5-1.43E(3)(a).
6 CONTROL OF MATERIALS
Replace section 6-1.05 with:
6-1.05 SPECIFIC BRAND OR TRADE NAME AND SUBSTITUTION
Unless substitution is expressly precluded in the special provisions, a reference to a specific brand or
trade name establishes a quality standard and is not intended to limit competition. Unless the Department
has made a public interest finding expressly authorizing sole source procurement of a particular item, you
may use a product that is equal to or better than the specified brand or trade name if authorized.
Submit a substitution request with a time period that:
1. Follows Contract award
2. Allows 30 days for review
3. Causes no delay
Include substantiating data with the substitution request that proves that substitution:
1. Causes no delay
2. Is of equal or better quality and suitability
If the special provisions disallow substitution of a particular item, provide the specified item and do not
propose substitution.
Replace Section 6-1.06 with:.
6-1.06 RESERVED
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add after the last paragraph of Section 7-1.02C:
The following information is provided for the Contractor's information, and nothing herein or elsewhere
within these special provisions shall be construed as limiting the Contractor's responsibility for complying
with all applicable rules and regulations. In conformance with Title 13 § 2449(i), between March 1 and
June 1 of each year, new valid Certificates of Reported Compliance for the current compliance year, as
defined in section 2449(n)for the Contractor and all applicable subcontractors must be submitted. Submit
new valid Certificates of Reported Compliance to the Engineer at least one week prior to the expiration
date of the current certificate.
Replace the 2"d Paragraph of Section 7-1.02K(2) with:
The general prevailing wage rates and any applicable changes to these wage rates are available:
1. From Design Services
2. From the Department of Industrial Relations'Web site
Add to the list in the second paragraph of Section 7-1.02K(3)with:
1.10. Fringe Benefits
Add to the end of Section 7-1.02M(2):
Except for motor trucks, truck tractors, buses, and passenger vehicles, equip all hydrocarbon-fueled
engines, both stationary and mobile including motorcycles, with spark arresters that meet USFS
standards as specified in the Forest Service Spark Arrester Guide. Maintain the spark arresters in good
operating condition. Spark arresters are not required by Cal Fire, the BLM, or the USFS on equipment
powered by properly maintained exhaust-driven turbo-charged engines or equipped with scrubbers with
properly maintained water levels. The Forest Service Spark Arrester Guide is available at the district
offices.
Each toilet must have a metal ashtray at least 6 inches in diameter by 8 inches deep half-filled with sand
and within easy reach of anyone using the facility.
Locate flammable materials at least 50 feet away from equipment service, parking, and gas and oil
storage areas. Each small mobile or stationary engine site must be cleared of flammable material for a
radius of at least 15 feet from the engine.
Each area to be cleared and grubbed must be cleared and kept clear of flammable material such as dry
grass, weeds, brush, downed trees, oily rags and waste, paper, cartons, and plastic waste. Before
clearing and grubbing, clear a fire break at the outer limits of the areas to be cleared and grubbed. Other
fire breaks may be ordered and are change order work.
Furnish the following fire tools:
1. 1 shovel and 1 fully charged fire extinguisher UL rated at 4 B:C or more on each truck, personnel
vehicle, tractor, grader, or other heavy equipment.
2. 1 shovel and 1 backpack 5-gallon water-filled tank with pump for each welder.
3. 1 shovel or 1 chemical pressurized fire extinguisher, fully charged, for each gasoline-powered tool,
including chain saws, soil augers, and rock drills. The fire tools must always be within 25 feet from the
point of operation of the power tool. Each fire extinguisher must be of the type and size required by
the Pub Res Code §4431 and 14 CA Code of Regs § 1234. Each shovel must be size O or larger
and at least 46 inches long.
The pickup truck and operator must patrol the area of construction for at least 1/2 hour after job site
activities have ended.
Cal Fire, USFS, and BLM have established the following adjective class ratings for 5 levels of fire danger
for use in public information releases and fire protection signing: low, moderate, high, very high, extreme.
Obtain the fire danger rating daily for the project area from the nearest Cal Fire unit headquarters, USFS
ranger district office, or BLM field office.
Arrangements have been made with Cal Fire, USFS, and BLM to notify the Department when the fire
danger rating is very high or extreme. This information will be furnished to the Engineer who will notify
you for dissemination and action in the area affected. If a discrepancy between this notice and the fire
danger rating obtained from the nearest office of either Cal Fire or USFS exists, you must conduct
operations according to the higher of the two fire danger ratings.
If the fire danger rating reaches very high:
1. Falling of dead trees or snags must be discontinued.
2. No open burning is permitted and fires must be extinguished.
3. Welding must be discontinued except in an enclosed building or within an area cleared of flammable
material for a radius of 15 feet.
4. Blasting must be discontinued.
5. Smoking is allowed only in automobiles and cabs of trucks equipped with an ashtray or in cleared
areas immediately surrounded by a fire break unless prohibited by other authority.
6. Vehicular travel is restricted to cleared areas except in case of emergency.
If the fire danger rating reaches extreme, take the precautions specified for a very high fire danger rating
except smoking is not allowed in an area immediately surrounded by a firebreak and work of a nature that
could start a fire requires that properly equipped fire guards be assigned to such operation for the
duration of the work.
The Engineer may suspend work wholly or in part due to hazardous fire conditions. The days during this
suspension are non—working days.
If field and weather conditions become such that the determination of the fire danger rating is suspended,
section 7-1.02M(2)will not be enforced for the period of the suspension of the determination of the fire
danger rating. The Engineer will notify you of the dates of the suspension and resumption of the
determination of the fire danger rating.
Place the contents of Section 7-1.04 under the heading:
7-1.04 PUBLIC SAFETY
7-1.04A General
Replace the 7t" paragraph in Section 7-1.04A with:
Provide flaggers whenever necessary to ensure that the public is given safe guidance through the work
zone.
Replace the 1111 paragraph in Section 7-1.04A with:
Cover signs that direct traffic to a closed area.
Add to the end of Section 7-1.04A:
Where 2 or more lanes in the same direction are adjacent to the area where the work is being performed,
including shoulders, the adjacent lane must be closed under any of the following conditions:
1. Work is off the traveled way but within 6 feet of the edge of the traveled way, and the approach speed
is greater than 45 miles per hour
2. Work is off the traveled way but within 3 feet of the edge of the traveled way, and the approach speed
is less than 45 miles per hour
Closure of the adjacent traffic lane is not required when performing any of the following:
1. Working behind a barrier
2. Paving, grinding, or grooving
3. Installing, maintaining, or removing traffic control devices except Type K temporary railing
Do not reduce an open traffic lane width to less than 10 feet. When traffic cones or delineators are used
for temporary edge delineation, the side of the base of the cones or delineators nearest to traffic is
considered the edge of the traveled way.
Add the following to the end of Section 7-1.04:
7-1.04B WORK ZONE SAFETY AND MOBILITY
7-1.04B(1) POLICY
In order to ensure safe and efficient flow of traffic through work zones, the County of Fresno, via its
General Plan, Transportation and Circulation Element, Policy TRA-1, has adopted the use of AASHTO
Standards as supplemented by Caltrans and County Department of Public Works and Planning
Standards.
7-1.04B(2)TRAFFIC MANAGEMENT PLAN
Perform traffic management shall be in accordance with Section 12, "TEMPORARY TRAFFIC
CONTROL,"of these special provisions.
7-1.04B(3)TEMPORARY TRAFFIC CONTROL PLAN
Prepare traffic control plan(s) in accordance with Section 12, "TEMPORARY TRAFFIC CONTROL," of
these special provisions.
7-1.04B(4)PUBLIC INFORMATION
Provide notice to public agencies and others to the extent required, if any, elsewhere in these special
provisions. The Engineer provides other noticing not identified to be performed by the Contractor.
Replace the word "State" with "County" where it occurs in Section 7-1.05C.
Replace the word "State" with "Department" in the 1st paragraph of Section 7-1.06B.
Replace the word "State" with "County" in the 51" paragraph of Section 7-1.06C.
Replace the word "State" with "the Department" in Section 7-1.06D(1).
Replace Section 7-1.06D(2)with:
7-1.06D(2) Liability Limits/Additional Insureds
Refer to the Agreement of these special provisions
Additional insured coverage must be provided by a policy provision or by an endorsement providing
coverage at least as broad as Additional Insured(Form B) endorsement form CG 2010 and CG 2037 (for
completed operations), as published by the Insurance Services Office (ISO), or equivalent form as
approved by the Department.
Replace the word "State" with "County" in Section 7-1.06D(3).
Replace the word "State" with "County" in Section 7-1.06D(4).
Replace Section 7-1.06E with:
7-1.06E Automobile Liability Insurance
Comply with requirements in the Agreement of these special provisions.
Replace Section 7-1.06G with:
7-1.06G NOT USED
Replace Section 7-1.06H with:
7-1.06H Enforcement
The Department may assure your compliance with your insurance obligations. 30 days before an
insurance policy lapses, expires, or is canceled during the Contract period you must submit to the
Department evidence of renewal or replacement of the policy.
If you fail to maintain any required insurance coverage, the Department may maintain this coverage and
withhold or charge the expense to you or terminate your control of the work.
Any failure to comply with the reporting provisions of your policy shall not affect coverage provided to the
Department, including its officers, directors, agents (excluding agents who are design professionals), and
employees.
You are not relieved of your duties and responsibilities to indemnify, defend, and hold harmless the
County, its officers, agents, and employees by the Department's acceptance of insurance policies and
certificates.
Minimum insurance coverage amounts do not relieve you for liability in excess of such coverage, nor do
they preclude the County from taking other actions available to it, including the withholding of funds under
this Contract.
Replace Section 7-1.061 with:
7-1.061 Self-Insurance
Comply with the Agreement of these special provisions.
Add to the beginning of Section 7-1.0713:
This section applies to seal coat projects.
Add Section 7-1.07C:
7-1.07C Claims
This section applies to non-seal coat projects which involve asphalt concrete paving. Pay for claims for
personal property damage caused by your work. Claims are limited to:
1. 10 percent of the total bid
Within 30 days of the last working day placement of hot mix asphalt, do the following:
1. Process and resolve all claims reported or submitted to you by the public as follows:
1.1. Within 3 business days of receipt of a claim, submit to the Department a copy of the claim, a
written analysis of the claim, and a statement indicating whether or not you will pay the claim. If
you reject a claim, provide the reasons for rejection in writing.
1.2. If the claimant becomes dissatisfied with your handling of the claim, immediately refer the
claimant to the local district claims office for assistance in resolving the claim.
2. Submit to the Department evidence of your paid claims.
All claims presented to the Department, (Govt Code § 900 et seq.) are processed and resolved by the
Department as follows:
1. The claims are processed as formal government claims subject to all laws and policies and are
resolved as the Department determines including referring the claim to you for handling.
2. If the Department approves settlement of a claim or is ordered to pay pursuant to a court order, the
claim is paid from funds withheld from you.
3. Within 3 business days of the Department's determination that you are responsible for resolving the
claim, the Department sends a copy of the claim to you for resolution or notifies you of the
Department's decision to resolve the claim.
The Department withholds an amount not to exceed 5 percent of the total bid to resolve all claims. The
amount is held no longer than 60 days following the last working day so that the Department has ample
time to resolve any pending claims. After 60 days, any remaining amount withheld is returned to you.
If no withheld funds remain or have been returned, the Department may pay any claims and seek
reimbursement from you through an offset or any other legal means. Any reimbursement or offset to be
recovered from you, including all other paid claims, is limited to 10 percent of the total bid.
Section 7-1.07C does not limit your obligation to defend and indemnify the Department.
8 PROSECUTION AND PROGRESS
Replace Section 8-1.01 with:
8-1.01 GENERAL
Section 8 includes specifications related to prosecuting the Contract and work progress.
8-1.01A Work Hours
Perform all work on working days during daytime.
Plan work so that all construction operations performed each day, including cleanup of the project site,
establishment of appropriate traffic control and any other work necessary for the safety of the public shall
be completed within the daytime hours.
Do not perform work during nighttime unless approved by the Engineer
Request approval to work during nighttime in writing and include the appropriate traffic control plan(s)and
work plan(s)which clearly identify all provisions for illuminating all portions of the work site, including any
flagging operations.
If you fail to complete work during the daytime hours, the Engineer may stop all work upon the onset of
nighttime and order you to perform any and all work the Engineer deems necessary to ensure the safety
of the public during the nighttime hours.
You are not entitled to any additional compensation or extension of the contract time as a result of the
Engineer stopping the work due to the onset of nighttime.
Replace the 1ST paragraph of Section 8-1.0213(1)with:
No pay item is provided for Level 1 Critical Path Project Schedule. Payment is considered to be included
in the various items of work including revisions and time analysis.
Add to the end of the list in the 41h paragraph of Section 8-1.02B(3)with:
3. Time Impact Analysis (Refer to Section 8-1.02C(8)(b)for description)
Replace Section 8-1.02C with:
8-1.02C Reserved except for 8-1.02C(8)(b)
Replace Section 8-1.04 with:
8-1.04 START OF JOB SITE ACTIVITIES
8-1.04A General
Provide signed contracts, bonds, and evidence of insurance timely as required.
This section, 8-1.04, "Start of Job Activities," does not modify remedies available to the Department
should you fail to provide signed contracts bonds and insurance timely.
Submit a notice 72 hours before starting job site activities. If the project has more than 1 location of work,
submit a separate notice for each location.
You may start job site activities before receiving notice of Contract approval if you:
1. Deliver the signed Contract, bonds, and evidence of insurance to the Department
2. Submit 72-hour notice
3. Are authorized by the Department to start
4. Perform work at your own risk
5. Perform work under the Contract
If the Contract is approved, work already performed that complies with the Contract is authorized.
If the Contract is not approved, leave the job site in a neat condition. If a facility has been changed,
restore it to its former condition or an equivalent condition. The Department does not pay for the
restoration.
Replace Section 8-1.04B with:
8-1.04B Reserved
Replace Section 8-1.04C with:
8-1.04C Long Lead Time Equipment Start
Section 8-1.04B, Standard Start, does not apply to this project
This project includes two, non-concurrent phases.
The first order of work (submittals) involves potholing, submittals and equipment procurement.
The second order of work involves physical construction upon the project site.
8-1.04C(1) First Order of Work, Submittals
Be prepared to begin the first order of work no later than the 20th business day after award of the
Contract by the Department.
The Engineer may issue a notice to proceed with the first order of work as soon as the Contracts,
including bonds and insurance certificates, have been approved.
Start the first order of work on the day shown in the notice to proceed, unless an early start has been
approved.
Miscellaneous measurements verifications, operating verifications and potholing (if necessary) at the
project site shall be completed within the first ten working days of the first order of work. No submittals will
receive final approval until field verification has been completed. Compensation for field verification and
potholing shall be considered to be included in the various items of work.
The Engineer may issue a notice of commencement of contract time for the first order of work if you fail to
provide Contracts, including bonds and insurance certificates or other required documents timely.
The Engineer shall have a maximum of ten (10)working days in which to review and approve or reject
each submittal from the Contractor. In the event that the Engineer rejects any of the Contractor's initial
submittals, the Engineer shall have a maximum of ten (10)working days in which to review and approve
or reject each re-submittal from the Contractor. The ten (10)working day time period for the Engineer's
review shall commence on the day upon which the Engineer receives the submittal or re-submittal in
question.
In the event that the Engineer's review of a submittal or re-submittal requires in excess of ten (10)
working days, the Engineer shall extend the number of working days allowed for the completion of the
first order of work by one working day for each working day of delay in the Engineer's completion of the
review.
The first order of work is complete when you:
• have completed all field verification such as measurements, operational components (i.e. existing
lift station panel verification), inlet and outlet pipe, surrounding improvements, and potholing at
the project site
• have received approval for all submittals required for the project.
• have furnished a statement from the vendors that the orders for required equipment and materials
has been received and accepted by said vendor
• have furnished a statement from vendors which indicates that the anticipated delivery date for the
equipment and materials ordered is in conformance with contract requirements.
• Receive a written statement that the first order of work is complete.
Complete the first order of work within the number of working days specified in the Notice to
Bidders from the date shown in said Notice to Proceed, or in the Notice of Commencement of
Contract Time, whichever was issued first.
Pay to the County of Fresno the sum of
FIVE HUNDRED ($500.00)
per day for each and every calendar day's delay in finishing the first order of work in excess of the
number of working days prescribed above.
8-1.04C(2) Second Order of Work
The Engineer, in their sole discretion, may issue the Notice to Proceed —Second Order of Work
immediately upon delivery to the Contractor of the materials and equipment necessary to construct the
project. Alternatively, the Engineer may defer issuance of the Notice to Proceed —Second Order of Work
to the extent the Engineer, in their sole discretion, deems appropriate.
Begin work at the site on the date shown on the Notice to Proceed —Second Order of Work. Do not
begin site work prior to the date shown on the Notice to Proceed —Second Order of Work. The date
shown on the Notice to Proceed —Second Order of Work will be the first working day charged against the
allotted number of working days for the second order of work.
Complete the second order of work within the number of working days specified in the Notice to
Bidders from the date shown in said Notice to Proceed —Second Order of Work.
Complete all work, including corrective work and punch list work, prior to the expiration of the allotted
working days. Working days continue to accrue until corrective work and punch list work is completed
and accepted.
In the event that additive bid(s)are awarded, additional working days will be granted.
Complete the additive order of work within the number of working days specified in the Notice to
Bidders from the date shown in said Notice to Proceed.
Pay to the County of Fresno the sum of
THREE THOUSAND ($3,000.00)
per day for each and every calendar day's delay in finishing the second order of work, including corrective
work and punch list work, in excess of the number of working days prescribed above.
Such payment is in addition to payment, if any, for failure to complete the first order of work as specified.
Replace the 1st paragraph in Section 8-1.05 with:
Contract time starts on the day specified in the notice to proceed or in the notice of commencement of
contract time as described in section 8-1.04 or on the day you start job site activities, whichever occurs
first.
Replace the V and 41" paragraph including the table in Section 8-1.10A with:
Liquidated damages are specified in section 8-1.04.
Replace the word "State's" with "County's" in Section 8-1.14A.
9 PAYMENT
Add Section 9-1.01A:
9-1.01A COMPENSATION
The bid items shown in the bid item list represent full compensation for performing all work. Full
compensation for any work for which there is no bid item shall be considered to be included in the various
items of work.
Delete paragraphs 11-14 of Section 9-1.03.
Add after the 6tn paragraph of Section 9-1.03:
Notwithstanding anything to the contrary in these special provisions, full compensation for
performing all work as shown, as specified, and as directed by the Engineer is considered to be
included in the various bid items, and no additional payment will be made, except pursuant to a
contract change order to perform work not shown and/or specified.
If one or more bid item(s) is/are not included, perform the work as shown and as specified and
payment therefor is considered to be included in the various items of work.
Replace the last paragraph of Section 9-1.03 with:
Pay your subcontractors within 10 days of receipt of each progress payment under Pub Cont Code §§
10262 and 10262.5.
Replace the word "Department's" with "Caltrans" in the 5t" paragraph of Section 9-1.07A.
9-1.08 Explanation of Bid Items
General
The Contract payment for the specified items of work as set forth in the Bid Schedule shall be full
compensation for furnishing all labor, materials, methods or processes, implements, tools, equipment and
incidentals and for doing all work involved as required by the provisions of the Contract Documents for a
complete in place and operational system.
1. Unless otherwise specified in these Specifications, quantities of work shall be determined from
measurements or dimensions in a horizontal plane. All measurements shall be made in accordance
with United States Standard Measures. All materials shall be measured on the basis of"in place"
quantities and paid for using the units listed in the bid schedule. For materials specified to be
measured in place in a structure, the actual volume within the neat lines of the structure, as shown on
the contract drawings, will be the basis for computing quantities.
2. After the work has been completed, the Engineer will make field measurements of unit price items in
order to determine the quantities of the various items as a basis for payment. On all unit price items,
the contractor will be paid for the actual amount of the work performed in accordance with the
contract documents, as computed from field measurements.
3. Work or quantities not listed in the description of bid items are considered incidental to other
construction and will not be separately measured or paid for.
Bid Item 1 —Supplemental Work
This item is provided to account for supplemental work for unforeseen work which the Engineer
determines is necessary to allow for the work required by the Contract Documents to proceed as
intended without interruption. This item will be used only for this purpose. The dollar amount
listed on the Bid Proposal Form is an estimated allowance set aside by the County and shall be
included on each Bidder's Bid Proposal sheets.
Supplemental work shall be performed only upon direct written authorization from the Engineer and
daily extra work reports shall be submitted to and approved by the Engineer. The Contractor shall
maintain separate records for extra work performed in accordance with the provisions of Section 5-
1.27, "Records," of the Standard Specifications and the special provisions.
The Contractor will be paid only for the value of completed supplemental work which has been
authorized in writing by the County.
The value of work, which the Owner may authorize under this item, may be less than the amount
shown on the Bid Proposal sheet, and it could be that no supplemental work will be authorized at
all.
Accordingly, payments to the Contractor for supplemental work will likely differ substantially from
the estimated Allowance which is included in the Bid Proposal.
If no supplemental work is authorized or if no authorized supplemental work is performed, then no
payments will be made to the Contractor under this Bid item and the Contract Price will be
reduced by the full amount of the item included in the Bid Proposal for supplemental work. The
provisions in Section 9- 1.06, "Changed Quantity Pay Adjustments" of the Standard Specifications
shall not apply to the item "Supplemental Work Allowance."
The Contractor shall have no claim for anticipated overhead or profit should the County fail to
authorize any supplemental work or should the value of authorized supplemental work be less
than anticipated by the Contractor.
Bid Item 2— Mobilization, Insurance and Bonds
This item is a lump sum bid for mobilization, all necessary bonds, insurance, permits, licenses, fees
required during the performance of the work, and demobilization and shall conform to the provisions of
these Specifications.
This item shall consist of performing all necessary potholing and site investigations or verifications of
existing conditions. This item shall consist of covering the Contractors cost for Contract Documents
and for the moving of personnel, equipment, supplies and incidentals to the project site. This item shall
include obtaining all permits required for the project; except any permits specifically included under a
separate bid item. Permit fees and all other permit preparation costs shall be included in this bid item.
This item also includes demobilization, including removal of all equipment, supplies, personnel,
incidentals from the project site at the end of construction, including work as specified in Section 22
"Finishing Roadway" of the Standard Specifications.
All costs associated with this item shall be included in the lump sum price and no additional payment
will be made. This bid item shall be paid as specified in Section 9 Payment and Sub- Section 9-1.16D
Mobilization of the State Standard Specifications.
Bid Item 3— Prepare and Implement Water Pollution Control Plan
This bid item is a lump sum bid item for the cost of water pollution control for the contract and includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work
involved in preparing, implementing, maintaining, inspecting, and removing water pollution control
practices in accordance with the approved WPCP as specified in the Standard Specifications and these
special provisions, and as directed by the Engineer.
Bid Item 4—Construction Site Management
This bid item is a lump sum bid item for the cost of all work involved with job site management and
includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for
doing all the work involved in spill prevention and control, material management, waste management,
non-stormwater management, and dewatering and identifying, sampling, testing, handling, and disposing
of hazardous waste resulting from your activities, as specified in the Standard Specifications and these
Special Provisions, and as ordered by the Engineer.
The contractor shall abide by all federal and state regulations regarding removal and disposal of
hazardous waste materials.
This item also includes providing worker protection from trench failures and other hazards that may occur
during construction. The Contractor shall comply with the provisions of the Construction Safety Orders,
Tunnel Safety Orders, and General Safety Orders issued by the State of California Division of Industrial
Safety, as well as all other applicable laws, ordinances and regulations, as they pertain to the protection
of workers from the hazard of caving ground.
The Contractor shall obtain a permit from the Division of Industrial Safety of the State of California prior to
commencement of construction. This bid item shall be paid at the lump sum price bid. Payment will be
prorated based on the percentage of contract work completed.
Bid Item 5—Traffic Control
This bid item is a lump sum bid for all materials, labor and appurtenances required to maintain traffic
control measures within the project limits in accordance with the Fresno County Encroachment Permit
conditions and as directed by the Engineer and County inspector. The Contractor shall submit a traffic
control plan for review and approval by the County. Traffic control provisions shall conform to the
following requirements:
1. The California Manual on Uniform Traffic Control Devices (MUTCD), latest edition, is hereby
referred to and incorporated herein as though set forth in full. The Contractor shall be responsible
for providing all necessary traffic control facilities, 24 hours per day, 7 days per week for the
entire duration of the project.
2. The Contractor shall notify County Fire and Sheriff Departments, and County Transportation
Department and Traffic Division at least forty-eight (48) hours in advance of any proposed lane
closure. Any lane closures must have prior approval of the County of Fresno and have pre-
notification warning signs in place seven (7)calendar days prior to said closure.
3. The Contractor shall submit a traffic control plan to the County of Fresno for review and approval.
A copy of the approved traffic control plan shall be provided to the Engineer prior to the start of
construction activities.
4. The Contractor shall strictly comply with, and will be solely responsible for, all required traffic
control and devices as per approved plan and any revisions thereof. The Contractor shall inspect
the traffic control setup at two-hour intervals, at a minimum, and correct all problems immediately.
5. The Contractor shall provide safe access for the County, County's representatives inspection
staff.
6. Specific traffic control measures associated with the work of this Contract are as follows:
a. Lane closures shall be limited between the hours of 9 AM to 4 PM to minimize disruptions
to commuter traffic. All lane closures must be approved by the County in advance. The
road shall be returned to two-way traffic outside of the hours specified above.
b. The Contractor may use trench plates to re-open the road to two-way traffic overnight,
however, temporary trench resurfacing shall be placed after each road crossing is
complete. Temporary trench resurfacing shall be maintained until permanent trench
resurfacing is placed. Permanent trench resurfacing shall be scheduled and placed
immediately following acceptance.
c. Access to all local streets, businesses and residences shall be maintained at all times,
except as noted below. Where the Contractor's operations block access to driveways, the
Contractor shall provide a minimum of forty-eight (48) hour written notice to the residents
and minimize the duration of interruptions to driveway access.
Full compensation for furnishing all labor(including flagging), materials, tools, equipment and incidentals,
and for doing all work involved for the sole convenience, direction and safety of public traffic and
pedestrians shall be included in this bid item. This bid item shall be paid at the lump sum price bid.
Payment will be prorated based on the percentage of contract work completed.
Bid Item 6— Demolition of Existinq Lift Station and Valve Vault
This bid item is a lump sum bid for the cost of all work involved in installation, monitoring and removal of a
temporary bypass of incoming sewage to the treatment plant, emptying the sewer that may be present in
the lift station, removal of the existing lift station, pumps, valve vault and valves, any existing piping
interfering with the new lift station and unnecessary pipe on the discharge side to the plant shown in the
plans to be removed, removal and disposal of section of fence necessary to demo the lift station. It
includes demolition and proper disposal of the existing lift station, attached control panel, wiring,
enclosure, panel support or mounting structure and any other items not required for the proper operation
of the new lift station.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
along with all associated appurtenances required to complete the work under this bid item, in
conformance with the plans and specifications, and as directed by the Engineer. This bid item shall be
paid at the lump sum price bid. Payment will be prorated based on the percentage of contract work
completed.
Bid Item 7— Furnish and Install New Lift Station, Crane and Pumps
This bid item is a lump sum bid for furnishing and installation of the new lift station, complete with pumps
(x2), over excavation as necessary, sub-base and compaction, reinforced concrete anti-flotation base,
fiberglass basin, pumps, pump rails, switches and level floats, installation of the surrounding concrete
pad, furnish and installation of a davit crane and winch, any internal valves and piping as shown in the
plans, and permanent connection to the existing manhole.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
along with all associated appurtenances required to complete the work under this bid item for a fully
operational lift station, in conformance with the plans and specifications, and as directed by the Engineer.
This bid item shall be paid at the lump sum price bid. Payment will be prorated based on the percentage
of contract work completed.
Bid Item 8— Furnish and Install Sludge Digester Tank
This bid item is a lump sum bid for all work associated with furnishing and installing the sludge tank, as
shown in the plans, including any necessary anchorage as recommended by manufacturer.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
shop drawings, along with all associated appurtenances required to complete the work under this bid
item, in conformance with the plans and specifications, and as directed by the Engineer. This bid item will
be paid for by Lump Sum. Payment will be prorated based on the percentage of work completed under
this bid item.
County Operators will install sludge pump and necessary pipping from the sludge tank to the plant.
Bid Item 9— Minor Concrete - Sludge Digester Tank concrete pad
This bid item is a lump sum bid for all work associated with furnishing and installing the concrete pad to
support the new sludge tank, as shown in the plans, including any necessary clearing and grubbing, site
preparation and soil compaction, concrete and rebar, including the curb etc.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
shop drawings, along with all associated appurtenances required to complete the work under this bid
item, in conformance with the plans and specifications, and as directed by the Engineer. This bid item will
be paid for by Lump Sum. Payment will be prorated based on the percentage of work completed under
this bid item.
Bid Item 10— Minor Concrete -Control Valves concrete pad
This bid item is a lump sum bid for all work associated with furnishing and installing the concrete pad to
support the above grade external piping, check and gate valves, as shown in the plans, including any
clearing and grubbing, site preparation and soil compaction, concrete, rebar, etc.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
shop drawings, along with all associated appurtenances required to complete the work under this bid
item, in conformance with the plans and specifications, and as directed by the Engineer. This bid item will
be paid for by Lump Sum. Payment will be prorated based on the percentage of work completed under
this bid item.
Bid Item 11 — Miscellaneous Pipe, Valves and Appurtenances
This bid item is a lump sum bid for all work associated with furnishing and installing any PVC or ductile
iron pipe, any fittings, check valves, gate valves, pipe supports, hardware etc. to connect the new lift
station to the aeration tank as shown in the plans. It also includes the relocation, installation of the
existing flow meter as shown in the plans.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
shop drawings, along with all associated appurtenances required to complete the work under this bid
item, in conformance with the plans and specifications, and as directed by the Engineer. This bid item will
be paid for by Lump Sum. Payment will be prorated based on the percentage of work completed under
this bid item.
Bid Item 12— Electrical and Control
This bid item is a lump sum bid for all work associated with furnishing and installing all necessary
electrical conduits, wiring and appurtenances between new lift station and existing lift station panel to
operate and control the lift station pumps as well as setting up the level floats and their operation. It also
includes the necessary conduit and wiring for the relocated flow meter to the existing panel. All work shall
be in accordance with the plans, Section 86 of these special provisions, and the most current California
electrical code.
The bid item price shall include full compensation for furnishing all labor, tools, equipment and materials,
shop drawings, along with all associated appurtenances required to complete the work under this bid
item, in conformance with the plans and specifications, and as directed by the Engineer. This bid item will
be paid for by Lump Sum. Payment will be prorated based on the percentage of work completed under
this bid item.
Bid Item 13— Permanent Chain Link Fence
This bid item includes furnishing all labor, materials, tools, and equipment necessary for furnishing and
installing a permanent 6-foot chain link fence as indicated in the Plans. Permanent fence installation
includes but is not limited to installation of all appurtenances required to enclose the site and connect the
new fence to the existing site perimeter fencing. This bid item will be paid for by Lump Sum on a prorated
basis based on the percentage of work completed under this bid item. This bid item will only be paid if
contractor temporarily removes existing fence to access existing lift station. It is up to the Contractor to
estimate and include in the bid the amount of fence that will need to be removed to properly perform the
job.
Additive 1
Bid Item 14—Chain Link Gate replacement
This bid item includes furnishing all labor, materials, tools, and equipment necessary for furnishing and
installing a permanent 6-foot chain link gate as indicated in the Plans. Gate installation includes but is not
limited to removal of existing gate and posts, temporary fence (if needed) removal of existing vegetation
to clear the access area, trimming existing tree, installation of new posts, foundation, gates, locking
mechanism, connection to existing gate. This bid item will be paid for by Lump Sum.
Replace Section 9-1.16F with:
9-1.16F Retentions
The Department, once in each month, shall cause an estimate in writing to be made by the Engineer.
The estimate shall include the total amount of work done and acceptable materials furnished, provided
the acceptable materials are listed as eligible for partial payment as materials in the special provisions
and are furnished and delivered by the Contractor on the ground and not used or are furnished and
stored for use on the contract, if the storage is within the State of California and the Contractor furnishes
evidence satisfactory to the Engineer that the materials are stored subject to or under the control of the
Department, to the time of the estimate, and the value thereof. The estimate shall also include any
amounts payable for mobilization. Daily extra work reports furnished by the Contractor less than 5
calendar days, not including Saturdays, Sundays and legal holidays, before the preparation of the
monthly progress estimate shall not be eligible for payment until the following month's estimate.
The amount of any material to be considered in making an estimate will in no case exceed the amount
thereof which has been reported by the Contractor to the Engineer on State-furnished forms properly
filled out and executed, including accompanying documentation as therein required, less the amount of
the material incorporated in the work to the time of the estimate. Only materials to be incorporated in the
work will be considered. The estimated value of the material established by the Engineer will in no case
exceed the contract price for the item of work for which the material is furnished.
The Department shall retain 5 percent of the estimated value of the work done and 5 percent of the value
of materials so estimated to have been furnished and delivered and unused or furnished and stored as
aforesaid as part security for the fulfillment of the contract by the Contractor. The Department will not
hold retention for mobilization or demobilization.
The Department shall pay monthly to the Contractor, while carrying on the work, the balance not retained,
as aforesaid, after deducting therefrom all previous payments and all sums to be kept or retained under
the provisions of the contract. No monthly estimate or payment shall be required to be made when, in the
judgment of the Engineer, the work is not proceeding in accordance with the provisions of the contract.
No monthly estimate or payment shall be construed to be an acceptance of any defective work or
improper materials.
Attention is directed to the prohibitions and penalties pertaining to unlicensed contractors as provided in
Business and Professions Code Sections 7028.15(a) and 7031.
Add Section 9-1.23:
9-1.23 RESOLUTION OF CONTRACT CLAIMS
Public works contract claims of three hundred seventy-five thousand dollars ($375,000)or less which arise
between a Contractor and a local public agency shall be resolved in accordance with the provisions of
California Public Contract Code Sections 20104-20104.6, inclusive. In addition, California Public Contract
Code Section 9204 requires that the procedure established therein shall apply to all claims (as therein
defined)filed by a contractor in connection with a public works project. Accordingly, this contract expressly
incorporates all of the terms and conditions of those statutory provisions, which are as follows:
California Public Contract Code Section 9204
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure
that all construction business performed on a public works project in the state that is complete and not in
dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section
10240)of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100)of Part 2, and Article 1.5
(commencing with Section 20104)of Chapter 1 of Part 3, this section shall apply to any claim by a
contractor in connection with a public works project.
(c) For purposes of this section:
(1) "Claim" means a separate demand by a contractor sent by registered mail or certified mail
with return receipt requested, for one or more of the following:
(A)A time extension, including, without limitation, for relief from damages or penalties for
delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) "Contractor" means any type of contractor within the meaning of Chapter 9 (commencing with
Section 7000)of Division 3 of the Business and Professions Code who has entered into a direct
contract with a public entity for a public works project.
(3)(A) "Public entity" means, without limitation, except as provided in subparagraph (B), a state
agency, department, office, division, bureau, board, or commission, the California State
University, the University of California, a city, including a charter city, county, including a charter
county, city and county, including a charter city and county, district, special district, public
authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by
a public agency and formed to carry out the purposes of the public agency.
(B) "Public entity" shall not include the following:
(i)The Department of Water Resources as to any project under the jurisdiction of
that department.
(ii)The Department of Transportation as to any project under the jurisdiction of
that department.
(iii)The Department of Parks and Recreation as to any project under the
jurisdiction of that department.
(iv)The Department of Corrections and Rehabilitation with respect to any project
under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of
Title 7 of Part 3 of the Penal Code.
(v)The Military Department as to any project under the jurisdiction of that
department.
(vi)The Department of General Services as to all other projects.
(vii)The High-Speed Rail Authority.
(4) "Public works project" means the erection, construction, alteration, repair, or improvement of
any public structure, building, road, or other public improvement of any kind.
(5) "Subcontractor" means any type of contractor 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 a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies
shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide
the claimant a written statement identifying what portion of the claim is disputed and what portion is
undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend
the time period provided in this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the claim,
and the governing body 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 public entity shall have up to three days following the next
duly publicly noticed meeting of the governing body after the 45-day period, or extension,
expires to provide the claimant a written statement identifying the disputed portion and
the undisputed portion.
(D)Any payment due on an undisputed portion of the claim shall be processed and made
within 60 days after the public entity issues its written statement. If the public entity fails
to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity's written response, or if the public entity fails to
respond to a claim issued pursuant to this section within the time prescribed, the claimant 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 public entity shall schedule a meet and confer conference within 30 days
for settlement of the dispute.
(B)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 public entity shall provide
the claimant 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 public entity 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 public entity and the claimant
sharing the associated costs equally. The public entity and claimant 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.
(C) For purposes of this section, 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.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties' dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods
described in this subdivision or to otherwise meet the time requirements of this section shall result
in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public
entity'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 claimant.
(4)Amounts not paid in a timely manner as required by this section shall bear interest at 7
percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a
public entity because privity of contract does not exist, the contractor may present to the public
entity a claim on behalf of a subcontractor or 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 public entity 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 public entity and, if the original contractor did
not present the claim, provide the subcontractor with a statement of the reasons for not having
done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any
public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however,
that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and
proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a
public entity may prescribe reasonable change order, claim, and dispute resolution procedures and
requirements in addition to the provisions of this section, so long as the contractual provisions do not
conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available
through a competitive application process, for the failure of an awardee to meet its contractual
obligations.
(i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a
later enacted statute, that is enacted before January 1, 2027, deletes or extends that date.
California Public Contract Code Sections 20104—20104.6
Section 20104
(a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars
($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
(b)(1) "Public work" means "public works contract' as defined in Section 1101 but does not include any
work or improvement contracted for by the state or the Regents of the University of California.
(2) "Claim" means a separate demand by the contractor for(A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the
contract for a public work and payment of which is not otherwise expressly provided for or the
claimant is not otherwise entitled to, or(C) an amount the payment of which is disputed by the
local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for
any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1, 1991.
Section 20104.2
For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims
must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the
time limit or supersede notice requirements otherwise provided by contract for the filing of claims.
(b) (1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to
any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of
receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim
the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to
this subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted
to the claimant within 15 days after receipt of the further documentation or within a period of time
no greater than that taken by the claimant in producing the additional information, whichever is
greater.
(c) (1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims
within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any
additional documentation supporting the claim or relating to defenses to the claim the local agency may
have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to
this subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency'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 claimant in producing the additional information or requested
documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond within
the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt
of the local agency's response or within 15 days of the local agency's failure to respond within the time
prescribed, respectively, and demand an informal conference to meet and confer for settlement of the
issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within
30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant
may file a claim 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. For purposes of those
provisions, the running of the period of time within which a claim must be filed shall be tolled from the time
the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied
as a result of the meet and confer process, including any period of time utilized by the meet and confer
process.
(f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed
to change the time periods for filing tort claims or actions specified by 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 20104.4
The following procedures are established for all civil actions filed to resolve claims subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court
shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties. The
mediation process shall provide for the selection within 15 days by both parties of a disinterested third
person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within
15 days from the commencement of the mediation unless a time requirement is extended upon a good
cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within
the 15-day period, any party may petition the court to appoint the mediator.
(b) (1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to
Chapter 2.5 (commencing with Section 1141.10)of Title 3 of Part 3 of the Code of Civil Procedure,
notwithstanding Section 1141.11 of that code. The Civil Discovery Act(Title 4 (commencing with Section
2016.010)of Part 4 of the Code of Civil Procedure)shall apply to any proceeding brought under this
subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators
appointed for purposes of this article shall be experienced in construction law, and, upon
stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly
rates of pay not to exceed their customary rate, and such fees and expenses shall be paid
equally by the parties, except in the case of arbitration where the arbitrator, for good cause,
determines a different division. In no event shall these fees or expenses be paid by state or
county funds.
(3) In addition to Chapter 2.5 (commencing with Section 1141.10)of Title 3 of Part 3 of the Code
of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but
does not obtain a more favorable judgment shall, in addition to payment of costs and fees under
that chapter, pay the attorney's fees of the other party arising out of the trial de novo.
(c) The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
Section 20104.6
(a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as
otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any
arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of
law.
DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the end of Section 10-1.02C(2):
Protect any irrigation component to be relocated before performing any other construction activity in the
area.
12 TEMPORARY TRAFFIC CONTROL
Replace the 311 paragraph of Section 12-3.01C with:
If ordered, furnish and place additional temporary traffic control devices. This work is not change order
work if:
1. Required to conform with your traffic control plan
2. Required to conform with the MUTCD
3. Necessary for public safety or convenience as determined by the Engineer
4. Required to perform staged construction shown on the plans
Replace the last paragraph of Section 12-3.03C with:
Moving plastic traffic drums from location to location if ordered after initial placement is not change order
work if:
1. Required to conform with your traffic control plan
2. Required to conform with the MUTCD
3. Necessary for public safety or convenience as determined by the Engineer
4. Required to perform staged construction shown on the plans
Replace the last paragraph of Section 12-3.10C with:
Moving a barricade from location to location is change order work if ordered after initial placement of the
barricade unless.
1. Required to conform with your traffic control plan
2. Required to conform with the MUTCD
3. Necessary for public safety or convenience as determined by the Engineer
4. Required to perform staged construction shown on the plans
Replace Section 12-3.11 B(5)(b)with:
12-3.11 B(5)(b) Construction Project Funding Identification Signs
Reserved
Replace the word "Department's" with the word "Caltrans" in the 1st paragraph of Section 12-
3.20A(4)(a).
Replace the last paragraph of Section 12-3.20C(1) with:
If the Engineer orders a lateral move of temporary barrier system and repositioning is not shown, the
lateral move is change order work unless:
1. Required to conform with your traffic control plan
2. Required to conform with the MUTCD
3. Necessary for public safety or convenience as determined by the Engineer
4. Required to perform staged construction shown on the plans
Replace the 2nd paragraph of Section 12-3.20C(2)(c) with:
Install K rail as shown in the project plans.
Replace the last paragraph of Section 12-3.31 C with:
Moving portable flashing beacons from location to location if ordered after initial placement is change
order work unless:
1. Required to conform with your traffic control plan
2. Required to conform with the MUTCD
3. Necessary for public safety or convenience as determined by the Engineer
4. Required to perform staged construction shown on the plans
Replace the 2"1 paragraph of Section 12-3.35B(6) with:
Provide any software on a CD or other Engineer-authorized data-storage device to the Engineer.
Add before the 1' paragraph of Section 12-3.41A(1):
Section 12-3.41 is used when shown in the Bid Item List.
Replace Section 12-4.02A(3)(a) with:
12-4.02A(3)(a) General
The Contractor shall prepare and submit to the County Construction Engineer for approval, a traffic
control system plan indicating the means and methods he will employ to institute and maintain traffic
control for all phases of the work within the project. The traffic control system plan shall be submitted to
the County Construction Engineer as early as possible, preferably five (5) working days prior to pre-
construction meeting. The Engineer will require five (5)working days to review the initial submittal of the
traffic control system plan and an additional five (5)working days for each successive review.
No work at the project site whatsoever, including preparatory work such as the installation of
construction project funding signs, shall commence until the traffic control system plan has been
approved in writing by the Engineer. In the event that the traffic control system plan is not
submitted timely, the Engineer may issue a notice of commencement of contract time prior to
approval of the traffic control system plan, and working days will begin to accrue against the
allotted contract time.
Late submittal of the traffic control plan or revisions thereafter required, due to the inadequacy of the plan,
shall not be accepted as justification for the delay in the start of the working days for the project.
It shall be the Contractor's responsibility to provide, install, maintain, and remove any and all detour
signage and traffic control devices and to obtain all permits, including permits from Caltrans, as may be
necessary to establish detours as part of the contractor's traffic control plan.
Traffic will not be allowed to be limited to one direction when construction activities are not actively in
progress. Providing, installing, maintaining, and removing all traffic control, including portable changeable
message signs if required, obtaining and complying with all permits, and providing all traffic control
operations shall be the responsibility of the contractor, and no additional compensation will be allowed
therefor.
Replace Section 12-4.02A(3)(b)with:
12-4.02A(3)(b) Closure Schedules
One-way traffic shall be controlled through the project in accordance with the California Manual MUTCD
and Caltrans Standard Plans T-11 and T-13 entitled "Traffic Control System for Lane Closure on Multilane
Conventional Highways" and "Traffic Control System for Lane Closure on Two Lane Conventional
Highways," and these special provisions. Night closure will not be permitted.
When traffic is under one way control on unpaved areas, the cones shown along the centerline on the
plan need not be placed.
Every Monday by noon, submit a closure schedule request for planned closures for the next week.
The next week is defined as Sunday at noon through the following Sunday at noon.
Submit a closure schedule request 5 days before the anticipated start of any job site activity that reduces:
1. Horizontal clearances of traveled ways, including shoulders, to 2 lanes or fewer due to activities such
as temporary barrier placement and paving
2. Vertical clearances of traveled ways, including shoulders, due to activities such as pavement
overlays, overhead sign installation, or falsework girder erection
Submit closure schedule changes, including additional closures, by noon at least 3 business days before
a planned closure.
Cancel closure requests at least 48 hours before the start time of the closure.
The Department notifies you of unauthorized closures or closures that require coordination with other
parties as a condition for authorization.
Replace Section 12-4.02A(3)(d)with:
12-4.02A(3)(d) Traffic Break Schedule
Not Used.
Replace Section 12-4.02C(1)with:
12-4.02C(1) General
Work that interferes with traffic is limited to the hours when closures are allowed.
Do not reduce an open traffic lane width to less than 10 feet. If traffic cones or delineators are used for
temporary edge delineation, the side of the base of the cones or delineators nearest to traffic is
considered the edge of the traveled way.
Discuss the contingency plan for any activity that could affect the closure schedule with the Engineer at
least 5 business days before starting the activity requiring the plan.
The Engineer may reschedule a closure that was canceled due to unsuitable weather.
Traffic will be controlled by flagmen by eyesight, radio (walkie talkie) or baton. In the event these
methods do not work satisfactorily, as determined by the Engineer, a pilot car will be required.
The Engineer may require a pilot car to be used during earthwork operations in preparation of the grading
plane or other operations when the Contractor's operations cover an area beyond the line of sight, or
beyond the range of radios or when the baton method does not function satisfactorily.
You may use automated flagger assistance devices to enhance the traffic control system for a lane
closure on a two-lane convention highway, except if a bid item for automated flagger assistance devices
is shown in the Bid Item List, the use of AFADs is required.
Do not use automated flagger assistance devices:
1. On multi-lane highways
2. As a substitute or a replacement for a temporary traffic control signal
3. If the devices impair access for pedestrians and bicycles, unless alternate access is provided
4. If the usable shoulder area is not wide enough to place a trailer mounted device
5. If the distance between the devices is more than 800 feet, except when each device is controlled by a
separate operator and radio communication is available between the AFAD operators
For traffic under 1-way control on unpaved areas, the cones along the centerline need not be placed.
You may use a pilot car to control traffic. If a pilot car is used for traffic control, the cones along the
centerline need not be placed. The pilot car must have radio contact with personnel in the work area.
Operate the pilot car through the traffic control zone at a speed not greater than 25 miles per hour.
Replace Section 12-4.02C(2)with:
12-4.02C(2) Not Used
Replace Section 12-4.02C(3)with:
12-4.02C(3) Closure Requirements and Charts
12-4.02C(3)(a) General
Where 2 or more lanes in the same direction, including the shoulders, are adjacent to the area where the
work is being performed, close the adjacent lane under any of the following conditions:
1. Work is off the traveled way but within 6 feet of the edge of the traveled way, and the approach
speed is greater than 45 mph
2. Work is off the traveled way but within 3 feet of the edge of the traveled way, and the approach
speed is less than 45 mph
Closure of the adjacent traffic lane is not required during any of the following activities:
1. Work behind a barrier
2. Paving, grinding, or grooving
3. Installation, maintenance, or removal of traffic control devices except for temporary railing
12-4.02C(3)(b) - 12-4.02C(3)(n)
Reserved
12-4.02C(3)(o) Closure of Conventional County Roads
The type and location of signs, lights, flags, flagmen, and other traffic control and safety devices shall be
in accordance with the current edition of the California Manual on Uniform Traffic Control Devices
(MUTCD) issued by the State of California, Department of Transportation (Caltrans).
Allow public traffic to pass through construction at all times unless otherwise specified herein.
Provide access to properties abutting the project site at all times.
When directed by the Engineer, traffic shall be routed through the work under one-way control.
Under one-way reversing traffic control operations, public traffic may be stopped in one direction for periods
not to exceed 10 minutes.
Lane closure is defined as the closure of a traffic lane or lanes within a single traffic control system.
No work that would require a lane closure shall be performed.
Keep driveways and access roads accessible at all times.
Maintain vehicular access to the channel bank access roads at all times.
The Contractor's equipment and materials shall not remain in a lane except when such lane is closed to
traffic and the lane is being used for contract operations.
Valley gutters shall be constructed in one-half widths and the remaining one-half width shall be kept free
from obstructions to allow local traffic and through traffic to pass.
12-4.02C(3)(p)-12-4.02C(3)(s) Reserved
Replace Section 12-4.02C(7)(d)with:
12-4.02C(7)(d) Reserved
Replace the word "Department's" with "Caltrans" in Section 12-4.02C(9)(a)(iv).
Replace section 12-4.02C(9)(d) with:
12-4.02C(9)(d) Payment
You pay the cost of furnishing all flaggers, including transporting flaggers and furnishing stands and
towers for flaggers to provide for the passage of traffic through the work as specified in sections 7-1.03
and 7-1.04.
Add before the 111 paragraph of Section 12-4.02C(10):
Section 12-4.02C(10) is used when Pickup Truck Mounted Changeable Message Sign is shown in the Bid
Item List.
Replace item 3.6.1 in the list in Section 12-4.02C(11)(a)(iii)(B) with:
Not Used
Replace item 5 in the list in Section 12-4.02C(11)(a)(iv)(C)with:
Not Used
Replace Section 12-4.02C(11)(d)with:
12-4.02C(11)(d) Payment
Full payment for conforming to the requirements of this section shall be considered to be included in the
Traffic Control Plan item on the Bid Items List.
Replace Section 12-4.02C(14) with:
12-4.02C(14) Failure to Provide Traffic Control.
If you do not provide the traffic control and it becomes necessary for the Engineer to notify you of your
duties according to the Standard Specifications and these special provisions, you will pay$200 per 15-
minute period or portion thereof to the County for all the time required to acquire the traffic control,
including pilot car.
Such payment shall commence at the time notice of the improper traffic control condition is given to you
or your authorized representative by the Engineer and shall terminate when the condition is corrected.
Such payment will be deducted from your payment.
In addition, when it is necessary for the Engineer to perform the work, you will pay the actual cost for the
performance thereof. Such amount will be deducted from your payment. This will be in addition to any
penalties imposed in these special provisions.
The provisions in this section will not relieve you from your responsibility to provide such additional
devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04,
"Public Safety," of the Standard Specifications.
Replace Section 12-4.0213 with:
12-4.02D Payment
The Department pays for change order work for a traffic control system by force account for increased
traffic control and uses a force account analysis for decreased traffic control.
Traffic control system for lane closure is paid for as traffic control system. Flagging costs are paid for as
specified in section 12-1.04.
The requirements in section 4-1.05 for payment adjustment do not apply to traffic control system.
Adjustments in compensation for traffic control system will be made for an increase or decrease in traffic
control work if ordered.
A traffic control system required by change order work is paid for as a part of the change order work.
Full compensation for furnishing and operating the pilot car, (including driver, radios, and any other
equipment and labor required) shall be considered as included in the contract lump sum price paid for
traffic control system and no further payment will be made.
13 WATER POLLUTION CONTROL
Add to the end of Section 13-1.01 D(2):
A WPCP is required for this project
Replace Section 13-1.01 D(4)(b)with:
13-1.01 D(4)(b) Qualifications
The WPC manager must:
1. Comply with the requirements provided in the Construction General Permit for:
1.1. QSP if the project requires a WPCP
1.2. QSD if the project requires a SWPPP
2. Complete the stormwater management training described at the Stormwater and Water Pollution
Control Information link at the Caltrans Division of Construction website
Replace Section 13-2.04:
13-2.04 PAYMENT
The Department pays for prepare water pollution control program as follows:
1. Total of 50 percent of the item total upon authorization of the WPCP
2. Total of 90 percent of the item total upon work completion
3. Total of 100 percent of the item total upon Contract acceptance
Replace the 1st paragraph of Section 13-3.01C(2)(b)(iv)with:
If a sampling and analysis plan is required, submit a sampling and analysis plan that complies with the
Caltrans Construction Site Monitoring Program Guidance Manual.
Add Section 13-3.01 C(5):
13-3.01C(5) Annual Certification
Submit an annual certification of compliance as described in the Caltrans Stormwater Pollution
Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual before July
15th of each year.
Replace Section 13-3.04:
13-3.04 PAYMENT
For a project with 60 original working days or less, the Department pays for prepare stormwater pollution
prevention plan as follows:
1. Total of 75 percent of the item total upon authorization of the SWPPP, and the completed N.O.I has
been posted in the SMARTS public access database for the project.
2. Total of 100 percent of the item total upon Contract acceptance, and the completed N.O.I has been
posted in the SMARTS public access database for the project.
For a project with more than 60 original working days, the Department pays for prepare stormwater
pollution prevention plan as follows:
1. Total of 50 percent of the item total upon authorization of the SWPPP, and the completed N.O.I has
been listed in the SMARTS public access database for the project.
2. Total of 90 percent of the item total upon work completion
3. Total of 100 percent of the item total upon Contract acceptance, and N.O.T has been closed in the
SMARTS public access database for the project.
The Department does not pay for the preparation, collection, laboratory analysis, and reporting of
stormwater samples for nonvisible pollutants if WPC practices are not implemented before precipitation or
if you fail to correct a WPC practice before precipitation.
The Department pays:
1. $500 for each authorized rain event action plan
2. $2,000 for each authorized stormwater annual report upon acceptance by RWQCB
The Department does not adjust the unit price for an increase or decrease in the quantity of:
1. Rain event action plan
2. Storm water sampling and analysis day
3. Storm water annual report
Replace Section 13-4.03G with:
13-4.03G Dewatering
Dewatering consists of discharging accumulated stormwater, groundwater, or surface water from
excavations or temporary containment facilities.
If dewatering is required, perform dewatering work as specified for the work items involved, such as a
temporary ATS or dewatering and discharge.
If dewatering and discharging activities are not specified for a work item and you perform dewatering
activities:
1. Conduct dewatering activities under the Caltrans Field Guide for Construction Site Dewatering.
2. Ensure any dewatering discharge does not cause erosion, scour, or sedimentary deposits that could
impact natural bedding materials.
3. Discharge the water within the project limits. Dispose of the water if it cannot be discharged within
project limits due to site constraints or contamination.
4. Do not discharge stormwater or non-stormwater that has an odor, discoloration other than sediment,
an oily sheen, or foam on the surface. Immediately notify the Engineer upon discovering any such
condition.
Replace the 2"d paragraph of Section 13-5.04 with:
If there is no bid item for temporary soil stabilization measures, payment therefor is considered to be
included in the bid item for prepare and implement water pollution control program or in the bid item for
prepare and implement stormwater pollution prevention plan, as applicable.
Replace Section 13-6.04 with:
13-6.04 PAYMENT
The payment quantity for temporary sediment control bid items paid for by the length is the length
measured along the centerline of the installed material.
The payment quantity, if any, for temporary fiber roll does not include the additional quantity used for
overlaps.
The Department does not pay for the relocation of temporary drainage inlet protection during work
progress.
If there are no bid items for installing or maintaining temporary sediment control measures, payment
therefor is considered to be included in the bid item for prepare and implement water pollution control
program or in the bid item for prepare and implement stormwater pollution prevention plan, as applicable.
Replace Section 13-7.03D with:
13-7.03D Payment
The Department does not pay for the relocation of temporary construction entrances or roadways during
work progress.
If there are no bid items for installing or maintaining temporary construction entrances or roadways,
payment therefor is considered to be included in the bid item for prepare and implement water pollution
control program or in the bid item for prepare and implement stormwater pollution prevention plan, as
applicable.
Replace the 11t paragraph and the 1' line of the 2nd paragraph of Section 13-8.01C(2)with:
Within 20 days of Contract approval, submit 3 copies of the ATS plan if an ATS plan is required for the
project.
The plan, if required, must include:
Replace the word "Department's" with "Caltrans" in items 3 and 4 of the list in Section 13-
8.01 C(2).
14 ENVIRONMENTAL STEWARDSHIP
Replace Section 14-12.04 with:
14-12.04 RELATIONS WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT
(SJVAPCD)
You are responsible for compliance with all applicable SJVAPCD regulations and requirements. This
section is provided for your information, and nothing herein or elsewhere within these special provisions
shall be construed as limiting your responsibility for complying with all applicable rules and regulations.
This project disturbs less than 1 acre of soil.
In accordance with SJVAPCD Regulation VIII — Fugitive PM10 Prohibitions: Rule 8021, implementation of
an SJVAPCD-approved dust control plan is NOT required prior to commencement of any dust generating
activities. However, you are required to notify the SJVAPCD prior to commencing construction
operations, and you are responsible for compliance with all applicable rules and regulations of the
SJVAPCD.
15 EXISTING FACILITIES
15-1.03D EXISTING FACILITIES MUST OPERATE AT ALL TIMES
The existing Wastewater Treatment Facility (WWTF) is currently in operation and shall remain in
operation at all times.
The WWTF consists of a Smith & Loveless package treatment plant, model 12CY22.5 which disposes of
effluent in two nearby unlined percolation/evaporation ponds. The plant has a capacity of 22,500gpd to
accommodate influent from the Millerton Lake Mobile Home Village.
Influent from the community flows by gravity into a locked primary screening well outside the fenced
WWTF. The well has a manual bar screen to filter coarse solids, rags, etc. Influent then flows to the wet
well inside the fenced area, which houses two pumps: one (1) duty and one (1)standby. Influent is
pumped from the wet well to the east side of the package plant.
The aeration tank utilizes bubble diffusers to aerate influent. Mixed liquor decants via trough at the west
end of the tank into a settling basin. Within the settling basin, return activate sludge (RAS) is airlifted back
to mix with influent in the aeration tank. Waste activated sludge (WAS) is air lifted from the settling basin
to an external sludge digester.
The County recently installed a prefabricated duplex control panel to replace the existing, aging, lift
station control panel. This panel will be used to control the new lift station. The original schematic of the
panel is included in the Project Details. The Contractor will be required to install new conduit and wiring
between the new lift station and control panel.
The Contractor shall coordinate their operations with the operation of the system and maintain continuous
operation of the WWTP during construction of the improvements. The Contractor shall request permission
of the Owner or Owner's representative before implementation of the Contractor's planned procedures for
each specific alteration of existing facilities and before the alteration begins. The Contractor shall not
begin an alteration until specific permission has been granted by the County in each case. The County
will coordinate the Contractor's planned procedure with the treatment facility operator. The making of
connections to existing facilities or other operations that interfere with the operation of the existing system
shall be coordinated with the County, and completed as quickly as possible and with as little delay as
possible.
Any operational functions of the existing system that are required to facilitate Contractor's operation will
be done by the plant personnel only. Plant operation and maintenance personnel will cooperate in every
way practicable to expedite Contractor's operation; however, if it is necessary for the proper operation or
maintenance of portions of the system, the Contractor shall reschedule their operations so there shall be
no conflict with necessary operations or maintenance of the system.
Special attention is directed to the special provisions of each of the items to be installed for directions
and/or guidelines how to execute the work around the existing treatment plants.
It is the responsibility of the Contractor to furnish and install the means, methods, and operation
of bypassing incoming sewage to the aeration side of the treatment tank. This may include a
submersible pump installed in the screening structure or upstream manhole. It is also
responsibility of the Contractor to monitor performance of the bypass to avoid malfunctioning and
overflowing of the structure at the bypass location (i.e. upstream manhole or screening structure)
DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Replace the 4th paragraph in section 17-2.03A with:
Clear and grub vegetation only within the excavation and embankment slope lines.
Replace the 1'sentence in the 2"d paragraph in section 17-2.03B with:
Cut tree branches that extend over the roadway and hang within 20 feet of finished grade and as directed
by the engineer.
Add to end of 17-2.03C:
Any trees with a trunk diameter greater than or equal to 4"will constitute as a "tree removal" and will have
separate bid item. Any tree or shrub less than 4" shall be considered in the bid item for"clearing and
grubbing".
19 EARTHWORK
Replace the first paragraph of Section 19-5.0313 with:
Compact earthwork to a relative compaction of at least 95 percent for at least a depth of:
1. 0.5 foot below the grading plane for the width between the outer edges of shoulders on excavation
and embankments smaller than 2.5 feet above original grade.
2. 2.5 feet below the finished grade for the width of the traveled way plus 3 feet on either side (6 feet
wider)on embankments.
Add to the list in the first paragraph of Section 19-9.02:
1. Import Borrow
2. Native Soil
Add after the 5th paragraph of Section 19-9.02:
When native soil or import borrow is used, material shall be readily compactable, shall not contain
deleterious materials, shall pass 100% through a 2-inch sieve, 20% to 40% passing the #200 sieve, a
Plasticity Index less than 10, and shall provide a stable surface and uniform appearance as determined by
the engineer.
DIVISION VIII MISCELLANEOUS CONSTRUCTION
78 INCIDENTAL CONSTRUCTION
Add to the end of Section 78-2.01:
Damaged or destroyed survey monuments shall be replaced with new survey monuments.
Survey monuments shall be constructed or adjusted, as applicable, in accordance with Standard Drawing
A-74 Type D.
Survey control for the reestablishment of survey monuments will be provided by the Department.
DIVISION IX TRAFFIC CONTROL DEVICES
80 FENCES
This section includes specification for furnishing and installing temporary and permanent chain link fence.
Temporary fence shall be furnished, constructed, maintained, and later removed to maintain the site
fenced at all times if section of the existing fence is entirely removed for the construction of the lift station
and or replacement of the entrance gate. Contractor shall install safety fence around the job site to
protect the general public from any injury prior to removal. Such fencing shall be maintained in place until
the project is completed
Chain link fence and gate materials shall conform to the specification provisions of AASHTO M181 and
ASTM A392 or approved equal.
Fence shall be at least 6 feet tall.
Used materials may be installed provided the used materials are good, sound and are suitable for the
purpose intended, as determined by the Engineer.
Materials may be commercial quality provided the dimensions and sizes of the materials are equal to, or
greater than, the dimensions and sizes specified herein.
Temporary fence that is damaged during the progress of the work shall be repaired or replaced by the
Contractor at the Contractor's expense.
When no longer required for the work, as determined by the Engineer, temporary fence shall be removed.
Removed facilities shall become the property of the Contractor and shall be removed from the site of the
work, except as otherwise provided in this section.
Holes caused by the removal of temporary fence shall be backfilled.
Permanent Fence and gate
Furnishing and installing permanent chain link fence for sections of the perimeter of the site that has been
temporarily removed as shown on the plans and in accordance with these special provisions, or as
directed by the Engineer. Chain link fence shall be Type CL-6 and shall conform to the provisions in
Section 80, "Fences," of the Standard Specifications and these special provisions.
Chain link fence and gate materials shall conform to the specification provisions of AASHTO M181 and
ASTM A392 or approved equal.
Fence shall be at least 6 feet tall.
Materials may be commercial quality provided the dimensions and sizes of the materials are equal to, or
greater than, the dimensions and sizes specified herein.
Fence that is damaged during the progress of the work shall be repaired or replaced by the Contractor at
the Contractor's expense.
Gate shall be as shown in the plans
80-3.04 PAYMENT
Refer to Section 9-1.08 of these special provisions
DIVISION X ELECTRICAL
86 ELECTRICAL
86-1.01 GENERAL
ELECTRICAL AND CONTROLS
Electrical and control components installed for the operation of the lift station and all other appurtenant
devices necessary to operate the system as intended shall conform to requirements of the National
Electrical Code; California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 5, "Electrical
Safety Orders," and Subchapter 7, "General Industry Safety Orders"; California Code of Regulations, Title
24, Part 3, "California Electrical Code"; and any local ordinances which may apply. All work shall be
performed by California Licensed Contractor with current active California C-10 license.
Wherever reference is made to any of the standards mentioned above, the reference shall be construed to
mean the code, order or standard that is in effect on the day the Notice to Bidders for the work is dated.
Where two or more codes conflict, the most restrictive shall apply. Nothing in the plans or these special
provisions shall be construed to permit work not conforming to applicable codes.
The drawings are diagrammatic and do not necessarily show all raceway,wiring, number or types of fittings,
offsets, bends or exact locations of items required by the equipment to be installed. Items not shown or
indicated,which are necessary for the proper operation of the lift station and appurtenant equipment shown
on the plans and described in these special provisions, shall be provided at the Contractor's expense and
no increase in contract price will be allowed.
Before submitting a proposal the bidder shall carefully examine the drawings, , Standard Specifications,
and these special provisions. The bidder shall also visit the site and become fully informed as to existing
conditions and limitations applying to the work. Submittal of a bid proposal shall constitute evidence that
the bidder has inspected the project site.
Wiring troughs shall be provided as necessary. Wiring shall be arranged so that any piece of apparatus
may be removed without disconnecting any wiring except the leads to that piece of apparatus. All wiring
shall be marked with permanent clip sleeve wire markers.
The Contractor shall supply all materials and perform all electrical work needed to connect to the existing
service panels/meter sockets.
86-1.02 MATERIALS
UL APPROVAL:
All material and equipment within the scope of the UL reexamination service shall be approved by the
Underwriters Laboratories for the purpose for which they are used and shall bear their label.
STORAGE:
All material and equipment shall be stored in a manner to prevent damage or corrosion. Equipment with
components which can be damaged by moisture shall be placed in special heated storage facilities.
DRAWINGS:
Drawings for all equipment are intended to be diagrammatic only. Any location not actually dimensioned is
not to be considered as necessarily final or accurate. Exact locations must be determined in the field from
the requirements of the equipment that is to be installed.
COORDINATION:
Before rough-in of any utility lines, services, and feeders, or of any equipment,the Electrical Contractor must
coordinate his work with that of other crafts and trades so that these services shall be installed in their
proper locations and without interference to the equipment or building structure. This will require cooperation
among all crafts and trades, the Inspector, and General Contractor, along with study of shop drawings and
the building plans.
ELECTRICAL WORK EXPOSED TO WEATHER:
All electrical devices and equipment installed in exposed locations shall be protected by suitable NEMA type
3R enclosures, cast steel boxes with steel gasketed covers, or other Engineer approved methods.
All ferrous metal portions of electrical work exposed to weather including conduits, clamps, supports, etc.
shall be hot-dipped galvanized.
SUBMITTALS:
Product Data: Submit a minimum of seven (3)copies, in groups, as follows:
1. Basic Site Components
a. Conduits and raceway types required, including fittings
b. Concrete pull-boxes, vaults, and manholes
C. Electrical Identification items
2. Basic Materials
a. Conduits and raceway types required, including fittings
b. Electric wire, cable and connectors
C. Electrical boxes and fittings
d. Wiring devices
e. Each type of support, anchor, sleeve, and seal
Product Data: Submit manufacturer's data including specifications, installation instructions, and general
recommendations for each item submitted
CONDUIT MATERIALS AND COMPONENTS:
A. Rigid Metal Conduit-Type RMC: All locations as follows excepting those specifically indicated for EMT
and PVC. All exterior locations above grade, in concrete walls and slabs, or elsewhere shown on plans.
Runs within, passing through, or above hazardous areas shall be rigid. RMC conduit shall be new
galvanized threaded, conforming to UL 6. All couplings and connectors shall be threaded. Rigid metal
conduit shall be specifically used on roofs or on all surfaces of corridor and walkway coverings. At
Nema 3R location conduit shall enter boxes through hubs provided or Meyers type hubs. No sealing
locknuts allowed
B. Rigid Polyvinyl Chloride Conduit-Type PVC: Underground locations. No PVC shall be installed in slab
floors or in exposed locations. PVC conduit shall be Schedule 40, Underwriters' Laboratories tested,
furnished in 10 foot lengths, conforming to UL 651-77.
WIRE:
A. Low Voltage- (Under 600 Volt)
1. Feeder and Branch Circuit Wire: Copper type THWN/THHN, 600 volt, from new fresh stock, bearing
UL label, delivered to site in unbroken packages; minimum All conductors shall be stranded copper
sized as shown on the plans.
86-1.03 CONSTRUCTION
INSTALLATION OF CONDUIT RACEWAYS:
A. General: Install conduits in a neat manner as shown on the plans and trench detail.
B. Installation and Cleaning: Install free from dents, kinks and bruises. Plug ends at time of installation to
prevent entry of dirt or moisture. Thoroughly clean out conduits before installing conductors.
Thoroughly clean all exposed conduit exteriors
C. Plastic conduit shall be installed in accordance with manufacturer's recommendations and accepted
trade practice. Where plastic conduit runs rise above ground in exposed locations, and for all conduit
runs, 1" diameter and larger, the riser bend and riser shall be of factory applied 40 Mil PVC coated
galvanized rigid metal conduit installed according to rigid metal portion of this specification section.
D. All plastic, flexible,feeder and receptacle branch conduits shall carry a grounding bond wire with the
size as shown, or where not shown, as determined by applicable codes for the ampacity of the circuit
being carried.
E. Protective Coating: All metallic conduits installed in contact with earth, or in concrete in contact with
earth, shall be coated with a minimum 40 Mil PVC coating on all conduit lengths and fittings. The
coating shall correspond to ATSM D638-68, D1706, D140-64, and D746-64T specifications and Federal
Test Standard 141, Method 615z. Coating shall be factory applied and continuous without flaws
showing exposed metal. Coating shall extend to the device conduit is terminated to in exposed
locations and 12"above grade in unexposed locations.
F. Conduits which stub-up from or through floor slabs shall be installed so that none of the curved portion
of the elbow is exposed. Conduits stubbed up shall be rigid type with coupling installed flush floor to
permit future conduit removal. Seal unused conduit with a flush threaded pipe plug.
INSTALLATION OF CONDUCTORS:
A. Scope: Provide all wiring for complete electrical work, installed in code conforming raceway. Branch
circuit wiring shall be as shown on the plans.
B. Color Coding
1. Color coding utilized shall be noted on electrical "as constructed"drawings and shop drawings.
2. The color coding for control circuit wires will be as noted on the plans or as agreed upon with the
Engineer and will be of a color other than that designated for the phase wires. Where control wires
are installed and various colors are used, they shall be noted on them "as constructed"drawings
and shop drawings turned in at the completion of the job.
C. Pulling: Use approved wire pulling lubricant for pulling#4 AWG and larger wire. Oil or grease is
prohibited as a conductor pulling lubricant. All conductors#8 and smaller shall only be pulled by
hand. Pulling lubricant for conductors over 600 volts shall be approved by the conductor
manufacturer and the Architect or Electrical Engineer.
D. Splices &Terminations: Join the conductors securely, both mechanically and electrically using
crimp, compression, or Scotchlok type connectors, except that screw-on type connectors shall not
be used for wires larger than#10 AWG. Splices and terminations for conductors larger than#10
AWG shall be made using an oxide inhibitor(NoAlox or equal). The splice area shall be taped to
provide equal or greater insulation than the original. Tape run-back over the original insulation shall
extend 3 to 5 overall diameters of the insulated wire.
No splices in conductors over 600 volt or feeders over#6 AWG permitted.
E. Splice only in accessible junction or outlet boxes. 3M `Scotch Lok'connectors or approved equal#6
wire and smaller. #4 and larger crimp type splices.
F. Conductors shall be pulled continuous from Pole to Pole. Splices are not allowed.
G. Identification and Markings: Provide identification and markings per standard
H. Cable Testing:
1. All wires under 600 volt potential, #6 or larger shall be tested as follows:
a. Continuity test to insure proper cable connection.
b. Insulation resistance test on each conductor with respect to ground and adjacent
conductors. Applied potential shall be 1000 Volts do for 1 minute.
C. Readings shall be recorded and handed in with the record drawings at the completion of
the project.
2. Test Values: Minimum insulation resistance values shall be not less than 5 megohms.
Conduit bends, except factory bends, shall have a radius of not less than 6 times the inside diameter of the
conduit. Where factory bends are not used, conduit shall be bent, without crimping or flattening, using the
longest radius practicable.
Installation of conduit shall be straight, neat, and orderly, free from dents, and kinks. Plug ends at time of
installation to prevent entry of dirt or moisture. Thoroughly clean out conduits before installing conductors.
Thoroughly clean all exposed conduit exteriors.
86-1.04 PAYMENT
See Section 9-1.08 for bid items.
86-2.01 ELECTRICAL (HAZARDOUS)
86-2.01 GENERAL
This section includes requirements for executing and completing work in hazardous and/or classified areas
as defined by the NEC Articles 500 through 516, NFPA 820 and as indicated on the drawings and in the
specifications.
The wet well and the area within 2 feet of the wet well has been classified as a Class 1, Division 2, A
Hazardous Location as defined by the National Electrical Code.All electric wiring and motors located within
the subject area shall be in strict compliance with these standards. The shop drawings carry the
manufacturer's certification that all equipment located in the subject area meets the requirements of NEC
Class 1, Division 2 Criteria and the Underwriter's Laboratory(UL).
86-2.02 MATERIALS
Submittal of documents shall be in conformance to Section 5-1.23A of these special provisions unless
otherwise specified herein or directed by the Engineer. Submit immediately after award of this Contract
by the Board of Supervisors a list of materials which the Contractor proposes to install together with the
drawings and other data as specified in these special provisions. The materials list shall be a complete
listing of the manufacturer, catalog number, size, and capacity of the manufactured articles. There shall
be a working drawing for each piece of equipment as planned to be installed and for other materials to be
fabricated for the installation.
TESTS AND STANDARDS
The tests, standards, or recommended procedures of the following agencies shall relate to all
parts of these Specifications and shall be considered a minimum:
American National Standards Institute (ANSI)
Underwriters Laboratories, Inc. (UL)
National Electric Manufacturers Association (NEMA)
Electrical Testing Laboratories (ETL)
National Fire Protection Association (NFPA)
Insulated Power Cable Engineers Association (IPCEA)
Institute of Electrical and Electronic Engineers (IEEE)
Illumination Engineering Society (IES)
National Electrical Testing Association, Inc. (NETA)
International Conference of Building Officials (ICBO)
86-2.03 CONSTRUCTION AND WORK SEQUENCING
CONDUITS
Provide conduits, conduit bodies,fittings,junction boxes and all necessary components,whether or not
indicated on the Drawings as required to install a complete electrical system.
For underground conduits entering or leaving a classified location or between Class I Division 1 and
Division 2 locations:
A. Provide a conduit seal at both points where the conduit emerges from the ground:
1. Place the conduit seal within 18 inches of finished grade.
2. No union, coupling, box, or fitting is allowed in the conduit system between the
seal fitting and the point at which the conduit enters the ground.
Hazardous (Classified) Locations Class 1 Division 1 and 2 Installations
Definition: Locations where fire or explosion hazards may exist due to flammable gases.
The requirements of C.E.C. Articles 500 through 504 must be followed.
For underground conduits entering or leaving a classified location or between Class I Division 1 and
Division 2 locations:
A. Provide a conduit seal E-Y with Chico at points where the conduit emerges from the ground:
1. Place the conduit seal within 18 inches of finished grade.
2. Seal must be within 10 foot of hazardous boundary
3. Splices and taps are not to be used in sealing fittings.
B. No union, coupling, box, or fitting is allowed in the conduit system between the seal fitting and
the point at which the conduit enters the ground.
C. Intrinsically safe wiring methods shall be required for any switching devices in the classified
locations.
Boundary distance requirements are a 3 foot radius around vents.
BOXES AND FITTINGS
Conduits entering and exiting metallic boxes in Class 1 Division 2 shall utilize approved grounding
bushings to bond the conduits together.
GROUNDING
The conduit system supports, cabinets, switchboards, etc., and neutral conductors must be
permanently and effectively grounded by means of an approved ground clamp, in accordance with the
California Electrical Code of the Department of Industrial Relations of the State of California, and the
National Electrical Code. All main services will have a minimum of two grounding sources with a 25=
UFER ground being one.
The Contractor shall exercise every precaution to obtain good contacts at all panel boxes, pull boxes,
etc. Where it is not possible to obtain good contacts, the conduit shall be bonded around the boxes
with a No. 6, B&S gauge, rubber covered, double braided wire with ground clamps.
Equipment and raceway bonding procedures shall be rigidly maintained and meet all jurisdictional
requirements of all codes and regulations. A grounding conductor shall be included in every raceway.
86-2.04 PAYMENT
Refer to Section 9-1.08 for Payment and Bid Item description.
DIVISION XI MATERIALS
90 CONCRETE
Replace the 1 It sentence of the 3rd paragraph of Section 90-1.01 D(3)with:
Shrinkage test data authorized by the Department or Caltrans no more than 3 years before the 1 st day of
the Contract is authorized for entire Contract.
Add to the end of item 3.3 in the list in the 71h paragraph of Section 90-1.02G(3):
Max.
Replace the word "Department" with "Caltrans" in the 2nd paragraph of Section 90-2.02E.
Replace the 3rd sentence of Item 3 of the list in the 3rd paragraph of Section 90-4.02 with:
Test data authorized by the Department or Caltrans no more than 3 years before the 1 st day of the
Contract is authorized for the entire Contract.
DIVISION XII - BUILDING CONSTRUCTION
99— LIFT STATION
99-1.01 GENERAL
The work to be done consists of, in general, the removal and disposal of an existing lift station and control
panel, installation of a new lift station and appurtenances. This work is to be performed within the existing
County Service Area 44A, wastewater treatment system public utility easement, east of Friant Rd.
Contractor shall furnish all labor, materials, equipment and performance of all work necessary or incidental
to furnish and install a duplex, prefabricated fiberglass reinforced polyester(FRP) lift station. The lift station
shall be a completely factory-assembled unit, requiring only minor adjustments and reassembly in the field.
The Contractor shall furnish and install the lift station in conformance with these special provisions, as
shown on the plans and as directed by the Engineer. AWWA standards shall govern in all conditions not
covered by these special provisions. At the discretion of the Engineer, any pipe, valves, or equipment
damaged in either appearance or function as a result of the Contractor's operations shall be replaced at
the Contractor's expense and no further compensation will be allowed therefor. The Contractor's attention
is directed to Section 5-1.23A of these special provisions regarding project submittals.
This section specifies all work associated with removal and appropriate disposal of existing lift station,
furnishing and installing a new lift station and includes the basin, pumps, level switches/transmitters or
floats, and related equipment and all appurtenances to be furnished with the lift station. The drawings are
diagrammatic and do not necessarily show all components or exact locations of items required by the lift
station. Items not shown or indicated, which are necessary to operate the system in the specified manner
as shown on the plans and described in these special provisions, shall be provided at the Contractor's
expense and no increase in contract price will be allowed. Equipment design shall be coordinated with the
lift station supplier to ensure that any required penetrations and mounting points are provided by the
manufacturer prior to shipping.
99-1.02 MATERIALS
MATERIAL LIST AND DRAWINGS
Submittal of documents shall be in conformance to Section 5-1.23A of these special provisions unless
otherwise specified herein or directed by the Engineer. Submit immediately after award of this Contract by
the Board of Supervisors a list of materials which the Contractor proposes to install together with the
drawings and other data as specified in these special provisions.
Shop Drawings and Manufacturer's Literature:The prefabricated FRP lift station manufacturer shall prepare
shop drawings for the complete lift station including structural and opening details, equipment mounting
and location details, and manufacturer's cut sheets for each item of equipment in the lift station. The main
component of the submittals shall be a drawing of the complete prefabricated FRP lift station prepared by
the manufacturer. Manufacturer's cut sheets shall indicate capacities, dimensions, and materials of
construction for all equipment in the prefabricated FRP lift station.
The materials list shall be a complete listing of the manufacturer, catalog number, size, and capacity of the
manufactured articles. There shall be a working drawing for each piece of equipment as planned to be
installed and for other materials to be fabricated for the installation.
PACKAGED LIFT STATION
Submit shop drawings, manufacturer's literature, certificates and guarantees, and calculations. Submit
manufacturer's drawings showing the dimensions of the unit, connections, the thickness of all shell, plates
and the sections of all principal members.
MATERIALS
Fiberglass Reinforced Polyester Wet Well: Unless otherwise indicated the plastic terminology used in this
specification shall be in accordance with the definitions given in American Society for Testing and Materials
(ASTM) designations D883 - Definitions of Terms Relating to Plastics.
Qualifications of Manufacturer:
The manufacturer shall demonstrate the ability to fabricate the various lift station components, as shown in
the plans and as specified herein, utilizing adequate number of skilled workmen, equipment,tools, facilities,
and subcontractors.
Referenced Standards:
A. ASTM A36 (Latest Revision): Standard Specification for Structural Steel.
B. ASTM A283D (Latest Revision): Standard Specification for Structural Steel.
C. ASTM D883 (Latest Revision): Definitions of Terms Relating to Plastics.
D. ASTM D3753 (Latest Revision): Standard Specification for Glass-Fiber-Reinforced Polyester
Manholes.
E. ASTM C582 (Latest Revision): Standard Specification for Contact — Molded Reinforced
Thermosetting Plastic Laminates for Corrosion-Resistant Equipment
F. ASTM C581 (Latest Revision): Standard Practice for Determining Chemical Resistance of
Thermosetting Resins Used in Glass-Fiber-Reinforced Structures Intended for Liquid Service
G. ANSI B16.1 (Latest Revision): Standard Specification for 125 lb. Standard Flat Face Cast Iron
Flanges.
RESINS
The resins used shall be a commercial grade polyester and shall be evaluated as a laminate by test or
determined by previous service to be acceptable for the intended environment. The resins used may
contain the minimum amount of fillers or additives required to improve handling properties. Up to 5% by
weight of thixotropic agent, which will not interfere with visual inspection, may be added to the resin for
viscosity control. Resins may contain pigments and dyes by agreement between manufacturer and
engineer, recognizing that such additives may interfere with visual inspection of FRP laminate quality.
REINFORCED MATERIAL:
The reinforcing material shall be a commercial grade of glass fiber (continuous strand, chopped-strand,
continuous mat and non-continuous mat) having a coupling agent, which will provide a suitable bond
between the glass reinforcement material and resin.
LAMINATE STRUCTURE:
The FRP laminate shall consist of a resin rich inner surface: chop-spray interior liner; and, a chop-hoop
filament-wound structural exterior layer.
Inner surface:
A. The resin rich inner surface shall be free of cracks and crazing with smooth finish and with
an average of not over two (2) pits per square foot, providing the pits are less than 0.125
inches in diameter and 0.3125 inches in depth and are covered with sufficient resin to avoid
exposure of any fiberglass reinforcement material. Some waviness shall be permissible as
long as the surface is smooth. Between 0.01 to 0.02 inches of resin, rich surface shall be
provided.
B. Chop-Spray Interior Liner: The interior liner shall be reinforced by 25 to 35% by weight of
chopped strand glass fiber having fiber lengths from 0.5 to 2.0 inches. The chop-spray
interior liner protects the chop-hoop filament-wound structural exterior liner from corrosion
damage caused by "wicking"of the wet well liquid contents. A minimum of 0.100 inches of
chop-spray interior liner shall be provided.
C. Chop-Hoop Filament-Wound Structural Exterior Layer:
1. The structural reinforcement of the wet well shall be by the chop-hoop filament-
wound manufacturing method only. The axial reinforcement shall be continuous-
strand glass fiber. The longitudinal reinforcement shall be chopped-strand glass
fiber. The glass fiber reinforcement content of the chop-hoop filament wound
structural exterior layer shall be 50 to 80% by weight. The exterior surface of the
wet well shall be relatively smooth with no exposed reinforcement fibers or sharp
projections. Hand finish work is permissible to prevent reinforcement fiber
exposure. The wall thickness of the chop-hoop filament-wound structural exterior
layer shall vary with the wet well height to provide the aggregate strength necessary
to meet the tensile and flexural physical properties requirements.
PHYSICAL PROPERTIES:
Wet Well FRP Wall Laminate:The wet well FRP wall laminate shall be designed to withstand wall collapse
or buckling.
The wet well FRP laminate shall be constructed to withstand or exceed two times the assumed loading
on any depth of the wet well.
WET WELL FRP BOTTOM LAMINATE:
The wet well FRP bottom laminate shall have less than 0.375 inches of center elastic deflection
(deformation)when in service in totally submerged conditions.
FRP LAMINATE SURFACE HARDNESS:
The finished FRP laminate will have a Barcol Hardness of at least 90% of the resin manufacturer's
specified hardness for the fully cured resin. The Barcol Hardness shall be the same for both interior and
exterior surfaces.
WET WELL TOP FLANGE:
The wet well top flange shall have an outside diameter at least 4.0 inches greater than the inside diameter
of the well.
STEEL ANTI-FLOTATION FLANGE:
The steel anti-floatation flange shall be constructed from 0.1875 inches thick ASTM A36 structural steel
plate, encapsulated in at least 0.125 inches of chopped-strand glass fiber reinforcement on all sides. The
steel anti-floatation flange shall be square with outside dimensions of at least 4.0 inches greater than the
wet well inside diameter. The steel anti-floatation flange shall be attached to the wet well bottom with
chopped-strand glass fiber reinforcement. Contractor shall place the wet well on a concrete pad and fill
with grout covering the entire steel anti-floatation flange. The amount of grout shall be sufficient to prevent
floatation of the wet well based on the jobsite conditions. The steel anti-floatation flange shall not require
bolt holes to secure it to the concrete pad.
PUMP QUICK DISCONNECT MOUNTING STUDS:
Shall be 300 series stainless steel threaded studs of at least 0.375 inches in diameter shall be used. The
studs shall first be threaded into the 0.1875" inches thick ASTM A36 structural steel anti-floatation
flange/bottom of the wet well and then welded into place. Once installed, the studs shall be sealed with
at least two layers of non-continuous glass fiber mat or chopped-strand glass fiber reinforcement.
DISCHARGE COUPLING:
A sufficient quantity and type of"Link-Seal'type modular, mechanical, inter-locking, synthetic rubber links
shaped to continuously fill the annular space between the discharge pipe and the PVC wall sleeve shall
be used to provide a hydrostatic seal. The PVC sleeve shall be encapsulated in the wet well wall with
non-continuous mat or chopped strand glass fiber reinforcement material.
ELECTRICAL COUPLING:
A 304 stainless steel NPT full coupling full welded in the center of a 14 gauge steel plate, finished with
black enamel, shall be factory installed with at least 0.375 inches in diameter 300 series stainless steel
fasteners. The wet well wall penetrations shall be sealed with silicone sealer.
INLET HUB:
An 8"nominal pipe diameter thermoplastic pipe grommet shall be field installed by the contractor in the
wet well wall. The pipe grommet shall provide a mechanical seal and shall not require any secondary
sealing materials.
FLOAT BRACKET:
Float Bracket shall be fabricated from 300 series stainless steel with four compression style cord grips to
maintain float level position. It shall be factory installed with at least 0.250 inch diameter 300 series
stainless steel fasteners. The wet well wall penetrations shall be sealed with silicone sealer.
VENTILATION:
Wet well ventilation shall comply with all applicable codes.
HAZARDOUS LOCATION COMPLIANCE:
The wet well and the area within 2 feet of the wet well has been classified as a Class 1, Division 2. A
Hazardous Location as defined by the National Electrical Code. All electric wiring and motors located
within the subject area shall be in strict compliance with these standards. The shop drawings carry the
manufacturer's certification that all equipment located in the subject area meets the requirements of NEC
Class 1, Division 2 Criteria and the Underwriter's Laboratory (UL).
SLIDE RAIL ASSEMBLY:
The slide rail assembly shall include pump quick disconnect discharge elbow, sealing flange with rail
guide, upper guiderail bracket, lifting cable and guiderails.
A. PUMP QUICK DISCONNECT (QDC) DISCHARGE ELBOW:
The pump quick disconnect(QDC)discharge elbow, made of cast iron, designed to mount directly on the
wet well floor, shall be supplied for each pump. It shall have a standard ANSI B16.1 125 lb. flange, flat
faced and drilled on the discharge side, with a machined mating pump connection. The design shall be
such that connection between the pump and QDC is made without the need for any nuts, bolts or gaskets.
B. SEALING FLANGE WITH RAIL GUIDE:
The sealing flange with rail guide shall be mounted on each pump discharge. It shall have a machined
mating flange, which matches the QDC discharge elbow. Sealing of this pump and discharge piping
connection shall be accomplished by a simple linear downward motion of the pump along the guiderails
culminating with the entire weight of the pumping unit supported by the QDC discharge elbow.
C. UPPER GUIDERAIL BRACKET:
The upper guiderail bracket, made from ASTM A283D structural steel, shall align and support the two
guiderails at the top of the wet well. It shall bolt directly to the hatch frame (or aluminum upper guiderail
bracket in wet wells with solid fiberglass covers) and incorporate a beveled stainless steel inserts for
secure rail installation.
D. LIFTING CABLE:
The lifting cable shall be 300 series stainless steel with a diameter of at least 3/16"and a nominal breaking
strength of at least 2500 pounds.
E. GUIDE RAILS:
The guide rails shall be Schedule 40 stainless steel pipe, sized per the pump manufacturer's
requirements. There shall be two guide rails per pump to insure proper alignment with the QDC discharge
elbow and stationary piping.
SUBMERSIBLE PUMPS:
The contractor shall provide labor, material, equipment, and incidentals required to provide two (2)
centrifugal sewage pumps as specified herein. The pump for this application shall be model XLE series
as manufactured by Liberty Pumps, model 3SDX as manufactured by Goulds Water Technology, or
approved equal.
Each submersible pump shall be rated at 1-1/2 hp minimum, 230VAC, 3 phase, 60 Hz, 3450 RPM, sized
to provide approximately 150 gallons per minute (gpm).
The submersible pump shall be non-clog and capable of handling residential sewage with 2"solids.
A. CONSTRUCTION
Each centrifugal sewage pump shall be equal to the Certified XLE Series pumps as manufactured by
Liberty Pumps, Bergen NY or 3SDX series pumps as manufactured by Goulds Water Technology. The
castings shall be constructed of class 25 cast iron. The motor housing shall be oil-filled to dissipate heat.
Air-filled motors shall not be considered equal since they do not properly dissipate heat from the motor.
All mating parts shall be machined and sealed with a Buna-N 0-ring. All fasteners exposed to the liquid
shall be stainless steel. The motor shall be protected on the top side with sealed cord entry plate with
molded pins to conduct electricity eliminating the ability of water to enter internally through the cord. The
upper and lower bearing of the motor shall be capable of handling all radial and thrust loads. The pump
is protected with a dual seal configuration with an oil cavity between the two seals.A leak sensor is housed
in this chamber to detect the presence of water and will activate an alarm at the control panel indicating
service is required. Both seals are silicon carbide / silicon carbide with stainless steel housings and
springs, however the lower seal is of a two piece design to facilitate service.
B. ELECTRICAL POWER CORD
The submersible pump shall be supplied with 35 feet of multiconductor power cord. It shall be cord type
SOOW(3-phase), capable of continued exposure to the pumped liquid. The power cord shall be sized for
the rated full load amps of the pump in accordance with the National Electric Code. The power cable shall
not enter the motor housing directly but will conduct electricity to the motor by means of a watertight
compression fitting cord plate assembly, with molded pins to conduct electricity. This will eliminate the
ability of water to enter internally through the cord, by means of a damaged or wicking cord.
C. MOTORS
Three-phase motors shall be polyphase. At maximum load the winding temperature shall not exceed
130°C unsubmerged. Single-phase pump motors shall have an integral thermal overload switch in the
windings for protecting the motor. Three-phase motors shall be used with an appropriate controller with
integral overload protection. The capacitor circuit shall be mounted internally in the pump on single-phase
units.
D. BEARINGS AND SHAFT
Upper and lower ball bearings shall be required. The bearings shall be a single ball/race type bearing.
Both bearings shall be permanently lubricated by the oil, which fills the motor housing. The motor shaft
shall be made of 300 or 400 series stainless steel and have a minimum diameter of 0.625".
E. SEALS
The pump shall have two shaft seals with an oil chamber between them. A leak detection probe is
positioned in the oil chamber and continuously monitors for water that would indicate the lower seal has
failed.The lower seal is a two piece design and can be serviced in the field.The upper is a unitized design.
Both seals are silicon carbide / silicon carbide seal face with stainless steel housings and springs. All
other seals are of an 0-ring design of Buna-N material.
F. IMPELLER
The impeller shall be class 25 cast iron with pump out vanes on the back shroud to keep debris away
from the seal area. It shall be threaded to the motor shaft.
G. PAINT
The exterior of the casting shall be protected with powder coat paint.
H. GUIDE RAIL MOUNT
Guide factory mounted rail system with pump suspended by means of bolt-on quick disconnect which is
sealed by means of nitrile grommets or 0-rings. The discharge piping shall be Schedule 80 PVC and
furnished with a check valve and ball valve. An inlet hub shall be provided with the fiberglass systems.
LIFT STATION CONTROL PANEL:
A lift station control panel is not required. The County recently installed a control panel for the existing lift
station which is intended to run the new lift station. The Contractor is required to install new conduit, pull
new wires for pump operation, overtemperature and seal leak switches, level floats or sensors and land
them on the existing terminal blocks within the existing enclosure. County installed some temporary
conduit between this control panel and the existing lift station. Contractor shall dispose of existing conduit
when installing new lift station per plans.
ALUMINUM HATCH COVER:
The wet well cover shall be constructed of 0.250 inches thick mill finish aluminum diamond plate with
300 series stainless steel hardware, 300 psf live load rating, incorporating a continuous concrete anchor.
The access hatch shall have a recessed handle and locking pin. The hatch shall be held open, locked
in the vertical position by means of a hold open arm of corrosion resistant design. The cover shall be
mounted to the wet well with a least six 300 series stainless steel fasteners of at least 0.375 inches in
diameter.
99-1.03 CONSTRUCTION AND WORK SEQUENCING
EXISTING LIFT STATION REMOVAL
The existing lift station, as shown on the plans, shall be removed. Pump control panel, frames, covers,
shells, internal piping, and valves within the adjacent valve vault shall be removed and disposed of by
Contractor at a site certified to accept such waste. Existing pumps shall be salvaged to the County.
Existing lift station penetrations that are to remain in place and used for the new lift station shall be plugged
temporarily to prevent spills once the Contractor has bypassed sewage to the aeration tank.The Contractor
shall remove and dispose of any remaining appurtenances. Pipe used to convey sewage from the existing
adjacent valve vault may be permanently plugged and abandoned in place or removed and disposed of if
it interferes with the proposed lift station installation.
The work site or excavation shall be secured with temporary chain link fence, Type CL-6, at all times when
the site is unattended by the Contractor.
Contractor shall provide means and method to bypass incoming sewage to allow the wastewater treatment
facility to continue processing incoming sewage during construction. Contractor shall be responsible for the
proper operation of the bypass at all times. Contractor shall ensure the chosen bypass method does not
cause raw sewage overflows or spills. Contractor shall ensure bypass method does not cause backup of
raw sewage into the upstream manhole with an overflow to Pond 2. Bypass method may include providing
one or a combination of the following:
A. Temporary pump and piping bypass from the manhole upstream of the bar screen structure to
the aeration side of the aeration tank. Contractor shall install equipment to screen rags from
the sewage before entering the aeration tank.
B. Install temporary pump and piping bypass in the screening structure upstream of the bar screen
to the aeration side of the aeration tank. Contractor shall install equipment to screen rags from
the sewage before entering the aeration tank
C. Contractor proposed and Engineer approved method.
The existing lift station shall not be disconnected until all footings, connections, piping, and appurtenances
are potholed, verified and installed and the new lift station is onsite, and fit to replace all functionality of the
existing lift station. All possible measures shall be taken to minimize the amount of time between
disconnection of the existing lift station and startup of the new lift station. Contractor may propose alternate
method(s)of installation to what is depicted in the Plans,to further minimize the time required to commission
the system.
The Contractor is responsible for verifying the location of all existing underground facilities,within the project
area, that may have the potential to conflict with the location of proposed improvements, and other work as
shown on the Plans. The County has made every effort to show locations of any and all existing surface
and subsurface structures. However, actual field conditions and locations can vary considerably from the
plan locations. Therefore, the County cannot, and does not, assume responsibility for the existence or
location of any structure such as, but not limited to, utilities and pipelines. The contractor is responsible for
contacting all agencies and/or owners to verify this information prior to and during construction of any of
the proposed improvements. If any existing utilities are found in conflict with the proposed location of the
improvements shown on the plans, the Contractor shall contact the Engineer. The Engineer shall provide
the Contractor with new grades to eliminate such conflict or shall arrange to have the utilities relocated to
avoid the conflict. The Contractor shall work with the Engineer to schedule surveyors to be onsite during
pot-holing of conflicts for utility elevation verification. Any delays, which may result from failure of the
Contractor to pothole potential utility conflicts, shall be at the Contractor's expense.
LIFT STATION INSTALLATION
The prefabricated FRP lift station shall be installed by the contractor according to the lift station
manufacturer's published instruction.
Basins, valves, equipment, and piping materials should be physically and visually inspected before
installation.Adherence to the project's specifications should also be confirmed before installation. If damage
to the basin or any of its internal components, installation should be suspended until the manufacturer or
its agent can make a determination of the extent of damage. Any repairs must be first authorized in writing
by the manufacturer, and then completed in accordance with their instructions.
FIELD QUALITY CONTROL
Start-Up Service:
A. The initial startup of the prefabricated FRP lift station shall be performed by a qualified factory
representative of the lift station manufacturer. It shall be the responsibility of the factory
representative to supervise the startup and instruct the owner's personnel in the proper operation
and maintenance procedures for the entire prefabricated FRP lift station.
BACKFILLING
Backfill material should be clean, well granulated,free flowing, non-corrosive, and inert. It should be free of
ice, snow, debris, rock, or organic material, all of which could damage the basin and interfere with the
compaction of the backfill material. The largest particles shall not be larger than 3/4 inches. Not more than
3% (by weight) should pass through a #8 sieve, and the backfill material shall conform to ASTM C-33,
Paragraph 9.1 requirements.
A. Approved backfill materials include:
a. Pea Gravel, naturally rounded particles with a minimum diameter of 1/8 inch and a
maximum diameter of 3/ inch.
b. Crushed Rock, washed and free-flowing angular particles between 1/8 inch and inch in
size.
B. Placement and Compaction of Backfill: Backfill materials shall be placed in a 12 inch lifts and
compacted to a minimum soil modulus of 700 pounds per square inch (psi).
C. Supporting Piping, Equipment and Accessories: Support for piping, equipment and other
accessories must be provided during installation and backfilling. Using the basin to support piping,
equipment, cribbing, bracing or blocking is not permitted.
TESTING
After completion of the installation of the Prefabricated Fiberglass Reinforced Polyester (FRP) Lift Station
unit shall be field tested to ensure compliance with the performance requirements as specified. The Lift
Station shall be continuously operated for a minimum of two (2) hours.
CERTIFICATION
Manufacturer's field engineer or representative shall certify that the pump has been installed in accordance
with the manufacturer's instructions, that trial operation of the pump has been satisfactorily completed, and
that the pump will meet performance requirements.
99-1.03A TRAINING, MEETINGS AND PUBLIC AWARENESS
Training and meetings are held at times and locations the Contractor and the Engineer agree to.
99-1.04 PAYMENT
Refer to Section 9-1.08 for Payment and Bid Item description.
100—PIPE, FITTINGS,VALVES AND APPURTENANCES
100-1.01 GENERAL
This section includes specifications for furnishing and installation of pipe,fittings,and valves in conformance
with these special provisions, as shown on the plans and as directed by the Engineer.
AWWA standards shall govern in all conditions not covered by these special provisions.
At the discretion of the Engineer, any pipe, valves, or equipment damaged in either appearance or function
as a result of the Contractor's operations shall be replaced at the Contractor's expense and no further
compensation will be allowed therefor.
All work performed under this section shall meet all recommendations and requirements of Uniform
Plumbing Code (UPC), NFPA 24-96, ASTM D2774-94, and all other applicable national, state, local, and
supplier standards and regulations.
The Contractor shall furnish and install all pipe and fittings as shown on the plans and as directed by the
Engineer. The Contractor shall field verify and identify underground infrastructure and accurately
measure critical points of connection (i.e. point of connection of new piping, underground piping,
etc). Dimensions or size for items to be supplied or fabricated for the completion of this contract
shall be clearly shown on the submittals.
Pipe shall be cut from measurements taken at the site and not from the Plans. All necessary provisions
shall be taken in laying out piping to provide throughout for expansion and contraction. Piping shall not
obstruct openings or passageways. Pipes shall be held free of contact with building construction so as not
to transmit noise resulting from expansion.
100-1.02 MATERIALS
Submittal of documents shall be in conformance to Section 5-1.23A of these special provisions unless
otherwise specified herein or directed by the Engineer. Submit immediately after award of this Contract by
the Board of Supervisors a list of materials which the Contractor proposes to install together with the
drawings and other data as specified in these special provisions. The materials list shall be a complete
listing of the manufacturer, catalog number, size, and capacity of the manufactured articles. There shall be
a working drawing for each piece of equipment as planned to be installed and for other materials to be
fabricated for the installation.
GATE VALVES
Install valves complete with operating handwheels or levers, chainwheels, extension stems, floor stands,
gear actuators, operating nuts, chains, and wrenches required for operation. Valves shall have the name
of the manufacturer and the size of the valve cast or molded onto the valve body or bonnet or shown on a
permanently attached plate. Coat metal valves located above ground or in vaults and structures the same
as the adjacent piping.
Gate valves shall open left. Two operating wrenches of the appropriate size and type and of the length
specified by the Engineer shall be furnished by the Contractor.
Gate valves aboveground:
A. Valves less than 3 inches in size for clean water and air service: Manufacturer's standard bronze,
solid wedge disc, rising stem, screwed end, Class 150 pounds:
a. Manufacturers: One of the following or equal:
1) Crane, Figure 431.
2) Jenkins, Figure 47.
3) Lunkenheimer Company, Figure 2151.
B. Valves 3 inches in size and larger:
a. Resilient wedge type in accordance with AWWA C515.
b. Flange, iron body, and bonnet rated for 200-pound working pressure. Provide O-ring seal
between valve body and bonnet.
c. Ductile or cast-iron wedge encapsulated in nitrile rubber and capable of sealing in either flow
direction.
d. Bronze stem with double or triple O-ring or braided packing stem seals.
e. Rising stem configuration with handwheel diameter sized to allow opening of valve with no
more than a 40-pound pull.
f. Coat interior and exterior surfaces of valve body and bonnet with fusion-bonded epoxy in
accordance with AWWA C550.
g. Manufacturers: One of the following or equal:
1) M&H/Kennedy Valve Company.
2) Mueller.
3) American Flow Control, Series 2500.
Gate valves underground:
A. Resilient wedge type in accordance with AWWA C515.
B. Iron body, resilient seat, non-rising stem, double O-ring stem seal.
C. Ductile or cast-iron wedge encapsulated in nitrile rubber and capable of sealing in either flow
direction.
D. Bronze stem with double or triple O-ring or braided packing stem seals.
E. Coat interior and exterior surfaces of valve body and bonnet with fusion- bonded epoxy in
accordance with AWWA C550.
F. Valve operator: Provide standard AWWA 2-inch operating nut, matching valve key, and valve box
for operating stem.
G. Manufacturers: One of the following or equal:
a. M&H/Kennedy Valve Company.
b. Mueller Company.
c. American Flow Control.
SWING CHECK VALVES
Swing check valves shall be iron-body and shall conform to the latest revision of ANSI/AWWA C-508. Check
valve disc and clapper arm assembly shall be removable from the check valve body without having
to remove the check valve from the pipeline. The check valve shafts are to be stainless steel with corrosion
resistant bearings and the valve seating surfaces shall be bronze. Check Valves shall be manufactured by
American Flow Control series 50-SC, M&H Valve Company style 59, Clow or approved equal. Flanged end
connections shall fully conform with ANSI B16.1 for Class 125 or equivalent.
SUPPORTS AND ANCHORAGES
Piping, conduit, and equipment supports and anchorages shall be installed so piping live and dead loads
and stresses from movement will not be transmitted to connected equipment. The location of anchorage or
support for pipe shall be as shown on the plans unless otherwise directed by the Engineer.
Zinc coated or stainless-steel wedge-type anchors shall be used for installing pipe and equipment support
or anchorages. Install wedge anchors according to manufacturer recommendations. Wedge anchors shall
be manufactured by Simpson Strong-Tie, Hilti, Inc., ITW Ramset/Red Head or approved equal. Metal
framing systems for support or anchorage shall be manufactured by B-Line Systems, Inc, GS Metals Corp.,
Power-Strut Div.; Tyco International, Unistrut Corp.; Tyco International, Ltd., or an approved equal.
Install equipment level and plumb, parallel and perpendicular to other systems and components as shown
on the plans or as directed by the Engineer.
The Contractor shall use hangers, anchors, and supports with galvanized, metallic coatings for piping and
equipment that will not have field-applied finish.
Galvanized pipe hold downs/straps for pipe anchorage shall be B2400 Standard Pipe Straps, manufactured
by B-Line Systems, Inc, or single piece pipe strap manufactured by Tyco International, Unistrut Corp., or
an approved equal. Pipe hold downs/straps shall be sized to the type and size of the pipe to be anchored
and shall include all hardware necessary to install the hold down as recommended by the manufacturer.
Adjustable pipe stands with threaded base shall be galvanized and shall come complete with adjusting nuts
and hardware. Galvanized pipe stands for pipe support and anchorage shall be B3092 Adjustable Pipe
Saddle Support with Yoke and B3088 Base Stand manufactured by B-Line Systems, Inc, or approved
equal.
POLYVINYL CHLORIDE WATER PIPE (PVC)
A. General: PVC pipe 4 inches through 12 inches in diameter shall conform to AWWA C900,
unless otherwise specified. PVC pipe 14 inches in diameter and larger shall conform to AWWA
C905, unless otherwise specified.
B. The pipe shall be minimum PR 305 (DR 14)unless shown otherwise. Each length of pipe shall
be marked with the manufacturer's name, nominal size, pressure classification, and date of
manufacture.
C. Joints:Joints shall be push-on type couplings or integral socket bell PVC pipe unless otherwise
shown with rubber gaskets conforming to ASTM D 3139 and ASTM F 477. Integral socket bells
of PVC pipe or separate couplings shall meet the same strength requirements as that of the
pipe. All component parts of each joint including gaskets and coupling shall be clearly marked
for use with the pipe for which they are intended.
D. Fittings: Fittings shall be of ductile iron conforming to ANSI A21.10 (AWWA C153)with push-
on joint bell to fit the particular make of pipe furnished. Fittings shall have a pressure rating at
least equivalent to that of the pipe used and shall be cement mortar lined in accordance with
ANSI A21 (AWWA C104).
E. Fittings: Fittings shall be of ductile iron conforming to ANSI A21.10 (AWWA C 153) for
mechanical joints. Dimensional and material requirements for pipe ends, glands, bolts, nuts,
and gaskets shall conform to ANSI A 21.11 (AWWA C111). Pipe smaller than 4 inches shall
have screwed or grooved joints.
F. SCHEDULE 80 PVC PIPE
1. General: PVC pipe less than 4 inches in diameter shall be domestically produced
rigid polyvinyl chloride(PVC)compound,Type I Grade I,with a Cell Classification of
12454 as defined in ASTM D1784, trade name designation H707 PVC. This
compound shall be gray in color as specified.
2. PVC pipe shall be manufactured in strict accordance to the requirements of AST
D1785 for physical dimensions and tolerances. Each production run of pipe
manufactured in compliance to this standard, shall also meet or exceed the test
requirements for materials, workmanship, burst pressure, flattening, and extrusion
quality defined in ASTM D1785. All belled-end pipe shall have tapered sockets to
create an interference-type fit, which meet or exceed the dimensional requirements
and the minimum socket length for pressure-type sockets as defined in ASTM
D2672.All PVC Schedule 80 pipe must also meet the requirements of NSF Standard
14 and CSA Standard B137.3 rigid PVC pipe for pressure applications, and shall
bear the mark of these Listing agencies. This pipe shall have a flame spread rating
of 0-25 when tested for surface burning characteristics in accordance with
CAN/ULC-S102-2-M88 or equivalent.
3. Product marking shall meet the requirements of ASTM D1785 and shall include:the
manufacturer's name (or the manufacturer's trademark when privately labeled); the
nominal pipe size; the material designation code; the pipe schedule and pressure
rating in psi for water @ 73°F; the ASTM D1785; the independent laboratory's seal
of approval for potable water usage; and the date and time of manufacture.
4. PVC fittings shall be schedule 80 grey,socket-type fabricated of ASTM D1784,Type
I, Grade 1 conforming to ASTM D2467.
JOINT RESTRAINT COUPLINGS
A. Mechanical joint restraint coupling shall be of the type that utilizes the follower gland and
shall consist of several individual lug bolts with gripping mechanism that prevents the joints
from pulling apart. Glands shall be ductile iron conforming to ASTM A536-80, and
dimensions shall be compatible to be used with standard mechanical joint fittings for ductile
rim pipe. The mechanical restraint joint shall have a minimum working pressure rating
equal to that of the pipe with a safety factor of not less than 2. Restrained joints shall have
twist off nuts to insure proper installation of restraining grip mechanism. Mechanical joint
restrained coupling shall be EBAA, Iron, Inc. MEGALUG; with Mega-Bond coating.; or
approved equal. Coating of gland follower body shall be electrostatically applied and heat
cured polyester based powder. Wedge assemblies and bolts shall be coated with heat
cured fluoropolymer coatings. Restraints shall be designed for the specific type of pipe to
be restrained
B. Restrained joint fittings shall meet Uni-B-13 for PVC and be FM and UL approved through
12-inch for both ductile iron and PVC.
DUCTILE IRON PIPE
A. General: Ductile iron pipe shall conform to ANSI A21.51 (AWWA C151), and shall be
Class 52 unless shown otherwise. Pipe for grooved or flanged joints shall be no less
than Class 53.
B. Joints:
1. Buried pipe and pipe fittings shall have push-on joints or mechanical joints
conforming to AWWA C111. Flanged joints, sleeve-type mechanical couplings,
and grooved-type couplings shall be used when shown.
2. For push-on joints, shape of pipe ends shall conform to ANSI A21.11 (AWWA
C111). Gaskets and lubricant for pipe and fittings shall conform to ANSI A21.11
(AWWA C111).
3. For mechanical joints, dimensional and material requirements for pipe ends,
glands, bolts, nuts, and gaskets shall conform to ANSI A 21.11 (AWWA C111).
Pipe smaller than 4 inches shall have screwed or grooved joints
4. For flanged joints, ends of pipe shall be provided with flanges conforming to ANSI
A21.15 (AWWA C115), and to ANSI B16.5 for 150 lb. class. Bolts, nuts, and
gaskets for flanged connections shall conform to ANSI B18.2.1. For grooved
joints, groove specifications shall conform to ANSI/AWWA C606.
C. Fittings: Fittings with push-on, mechanical joint, grooved joints and flanged ends shall
conform to ANSI A21.53 (AWWA C153). Fittings shall have pressure rating of 350 psi
for Y-24" and 250 psi rating for 30"-48" pipe. Fittings shall have cement- mortar lining
equivalent to that of the pipe lining.
D. Coating: Pipe shall be epoxy coated per ANSI/AWWA C550
E. All buried ductile iron pipe shall be encased in an 8 mil lining of polyethylene,
installed per AWWA C105.
FLANGED JOINTS
A. Flange shall conform to ANSI B16.5, Class 150.
B. All steel hardware installed underground shall be coated with a rust preventative,
wrapped with 4 mil polyethylene sheeting, and secured with PVC tape.
C. Gaskets shall be meet the pressure requirements of the adjoining flanges and shall
conform to AWWA C-207. Gaskets for flat faced flanges shall be 1/8-inch thick.
D. Gaskets for metallic pipe and non-potable 150 psi or less services shall be acrylic or
aramid fiber bound with nitrile; Garlock Blue-Gard 3000 or equal. EPDM rubber gaskets,
Garlock 98206 or equal, are also acceptable.
E. Gaskets for metallic pipe shall be EPDM rubber, Garlock 98206 or equal.
F. Gaskets for non-metalic flat faced flanges shall be constructed of a fluoroelastomeric
material with a hardness of 70 durometer designed specifically for lower seating stress.
Gaskets shall be Garlock Stye XP or equal.
FASTENERS
A. All fasteners shall include washers under both bolt head and nut unless the use of
washers is incompatible with the fitting design.
B. Unless otherwise noted, all bolts, tie rods, and T-bolts used to secure flanges, fittings,
and couplings located underground or submerged in liquid shall be Type 304 or 316
stainless steel per ASTM A320 or ASTM A193. Nuts shall be 304 or 316 stainless steel
per ASTM A 194 and washers shall be ASTM F436 Type 3.
C. Unless otherwise noted, all bolts, tie rods, and T-bolts used to secure flanges, fittings,
and couplings located indoors, above grade, and in vaults shall be carbon steel
conforming to ASTM A307, Grade B with ASTM A563A nuts and ASTM F436 washers.
Bolts, nuts, and washers shall be hot dipped galvanized in accordance with ASTM
F2329. Stainless steel meeting the requirements of Paragraph B shall also be
acceptable.
MARKING TAPE
A. Capable of being inductively detected electronically.
B. Construction: Metallic foil laminated between two layers of impervious plastic film not less
than 3 inches wide. Total thickness of tape shall not be less than 0.005 inch (5 mil), ±10
percent manufacturing tolerances.
1. Film: Inert plastic. Each film layer shall be not less than 0.001 inch (1.0 mil) thick.
2. Foil: Not less than 0.001 inch (1.0 mil)thick
3. Adhesive: Compatible with foil and film.
C. Imprint: 3/4-inch or larger bold black letters.
D. Legend: Identify buried utility line tape with imprint such as "Caution: Sewer Line Below".
Repeat identification at approximately 24-inch intervals.
E. Background Color: APWA color code for sewer
F. Manufacturer: Lineguard Inc, Weaton Illinois; Reef Industries or engineer approved
equivalent.
TRACER WIRE
A. Minimum No. 10 solid 12 AWG copper wire with type HMW-PE insulation, U-Tracer Wire,
and shall form a mechanically and electrically continuous line throughout the length of the
pipe.
B. Underground Splicing Connectors: 3M DBR-6 connector, or approved equal, which is UL
listed under"UL 486D-Direct Burial,"for wet or damp locations, 600 volts. Connectors
that are not listed at all, or under UL: Standard UL 486C as "Compression Connectors,"
shall not be allowed.
100-1.03 CONSTRUCTION
HANDLING AND DISTRIBUTION OF MATERIALS
A. Delivery: Handle pipe carefully to ensure delivery at the project site in sound,
undamaged condition. Contractor shall replace damaged pipe at no additional expense
to the Owner.
B. Storage: Do not store materials directly on the ground. Adequately support piping to
prevent warping. Use protective covers where pipe may be damaged by direct sunlight.
C. No more than one week's supply of material shall be distributed in advance of pipe laying
operations, unless otherwise approved or required.
D. Before laying, pipe shall be inspected for cracked, broken, or defective pieces. Such
pieces shall be rejected. Pipe shall be carefully lowered into the trench to prevent
damage. All dirt or other foreign matter shall be removed from inside the pipe before
lowering into the trench.
INSTALLATION OF BURIED PRESSURE PIPING
A. General: Pipe, fittings, and appurtenances shall be installed in accordance with the
manufacturer's instructions and in accordance with the following references as
appropriate:
1. PVC pipe—AWWA C900
B. Handling: The pipe shall be protected to prevent entrance of foreign materials during
laying operations. When laying is not in progress, open pipe ends shall be protected with
a watertight plug or other approved means to exclude water or foreign material.
C. Alignment:
1. Mains shall be installed to the grades and elevations indicated and shall have
a minimum cover of 30-inches from the top of the pipe to existing ground or
paved surface unless otherwise indicated.
2. The allowable angle of deflection at any joint shall not exceed the amount
recommended by the pipe manufacturer for the particular pipe size used.
Deviation of any pipe section from the line and grade indicated shall not exceed
1/2-inch.
D. Joints:
1. Pipe shall be assembled and joined in accordance with the manufacturer's
published instructions for the type of pipe and joint used. All portions of the joints
shall be thoroughly cleaned before the sections of pipe are assembled. The
ends of each pipe shall abut against the next pipe section in such a manner that
there shall be no unevenness of any kind along the bottom half of the interior of
the pipe. Where mechanical joints are used, the pipe shall be marked in such
a manner that it can be determined after installation that the pipe is properly
seated.
2. Mechanical restrained joints shall be installed in accordance with joint
manufacturer's instructions and recommendation
E. Polyethylene encasement:
1. Wrap all buried ductile iron pipe and fittings in 2 layers of loose polyethylene wrap
in accordance with AWWA C105.
2. Polyethylene encasement shall be continuous and terminated neatly at connections
to below grade equipment or structures.
3. At wall penetrations, extend encasement to the wall and neatly terminate.
4. At slab penetrations,extend encasement to 2 inches below the top of slab and neatly
terminate.
5. When rising vertically in unimproved areas, extend encasement 6 inches above
existing grade and neatly terminate.
6. Repair tears and make joints with 2 layers of plastic tape.
7. All work shall be inspected prior to backfilling of pipe and associated items.
THRUST BLOCKS OR MECHANICAL RESTRAINED JOINTS
A. Thrust blocks shall be used only where specifically allowed on the drawings or with prior
approval by the Engineer.
B. Place concrete thrust blocks at all tees, elbows, plugs, and other locations where
unbalanced forces exist in underground pipe in accordance with details shown. Place
blocks between undisturbed ground and fitting to be anchored. Place blocking so that
pipe and fittings will be accessible for repairs. Thrust blocks shall be of such size as to
give bearing against undisturbed vertical earth banks sufficient to absorb the thrust from
line pressure, allowing a maximum earth bearing pressure of 500 pounds per square
foot per foot of depth below natural grade or as shown.
C. Restrained joint fittings may be used in-lieu of thrust blocks, at the discretion of the
Engineer. Contractor shall submit shop drawings showing methods of joint restraint for
each type of restrained joint fitting to be used including the length of pipe having
restrained push-on joints on all pipes which connect to the restrained fitting.
D. When it is necessary to restrain push-on joints adjacent to restrained fittings, a harness
restraint device shall be used. All harnesses shall have a pressure rating equal to that of
the pipe on which it is used. Harness assemblies including tie bolts conform to ASTM
A536-80.
INSTALLATION OF EXPOSED PIPING
A. General - Pipe shall be installed as specified, as indicated on the Plans or, in the absence
of detail piping arrangement, in a manner acceptable to the Engineer.
B. Pipe shall be cut from measurements taken at the site and not from the Plans. All
necessary provisions shall be taken in laying out piping to provide throughout for
expansion and contraction. Piping shall not obstruct openings or passageways. Pipes
shall be held free of contact with building construction so as not to transmit noise resulting
from expansion.
C. The inside of all pipe, valves, and fittings shall be smooth, clean, and free from blisters,
loose mill scale, sand, dirt, and other foreign matter when erected, to the satisfaction of
the Engineer, before being placed in service.
D. Stuffing box leakage from water sealed pumps shall be contained and not allowed to into
storm drains.
E. Taps for pressure gauge connections on piping and equipment shall be provided with
a nipple and a ball type shutoff valve. Drilling and tapping of pipe walls for installation
of pressure gauges or switches will not be permitted.
F. A union shall be provided within 2 feet of each end of threaded end valves unless there
are other connections that facilitate easy removal of the valve. Unions shall also be
provided in piping at locations adjacent to devices or equipment that may require
removal in the future and at locations required by the Plans or other sections of the
Specifications.
G. Provide unions on exposed piping and tubing 3-inches and smaller as follows:
1. At every change in direction (horizontal and vertical.
2. Downstream of valves, 6 to 12 inches.
3. As shown on plans.
H. In all piping except air piping, insulating fittings shall be provided to prevent contact of
dissimilar metals.
I. Pipe Joints - Pipe joints shall be carefully and neatly made in accordance with the
requirements that follow.
1. Threaded - Pipe threads shall conform to ANSI/ASME B1.20.1, NPT, and shall
be full and cleanly cut with sharp dies. Not more than three threads at each pipe
connection shall remain exposed after installation. Ends of pipe shall be reamed,
after threading and before assembly, to remove all burrs.
2. Flanged - Flange bolts shall be tightened sufficiently to slightly compress the gasket
and effect a seal, but not so tight as to fracture or distort the flanges. A plain washer
shall be installed under the head and nut of bolts connecting plastic pipe flanges.
Anti-seize thread lubricant shall be applied to the threaded portion of all stainless
steel bolts during assembly. Connecting flanges shall have similar facings, i.e.,flat
or raised face.
ACCEPTANCE TESTS FOR BURIED PRESSURE PIPING
A. General.
1. All testing and inspection shall be performed after final backfill and compaction
operations are complete. If the Contractor so desires, he may pretest the lines
at his own expense, but final testing must be performed after compaction
requirements have been approved.
ACCEPTANCE TEST FOR EXPOSED PIPING
A. Pipe to be Tested -All new installed piping sections shall be pressure and leakage tested
as specified herein.
B. Pressure Testing - After the section of line to be tested has been filled with water or
other test media, the test pressure shall be applied and maintained without
interruption for 2 hours plus any additional time required for the Engineer to examine
all piping undergoing the test and for the Contractor to locate all defective joints and
materials.
1. Test medium: all piping may be tested using plant water subject to Engineer's
approval.
2. Pipe system shall be tested at1-1/2 times the operating pressure, or 100 psi,
whichever is greater, using the appropriate test fluid medium.
3. All piping shall be tight and free from leaks. All pipe, fittings, valves, pipe joints,
and other materials that are found to be defective shall be removed and repaired
or replaced with new and acceptable material, and the affected portion of the piping
be retested until satisfactory. The cost of any retests, including time for the
Engineer, shall be borne by the Contractor at no additional cost to the project.
Compressed air or gas under pressure shall not be used to test plastic piping
unless specifically recommended by the pipe manufacturer.
Leakage may be determined by loss of pressure, soap solution, chemical indicator,
or other positive and accurate method acceptable to the Engineer. All fixtures,
devices, or other accessories which are to be connected to the lines and which would
be damaged if subjected to the specified test pressure shall be disconnected and
ends of the branch lines plugged or capped as required during the testing procedures.
100-1.04 PAYMENT
Refer to Section 9-1.08 for Payment and Bid Item description.
101 —SLUDGE DIGESTER TANK AND APPURTENANCES
101-1.01 GENERAL
This section includes specifications for furnishing and installation of a cross-linked high-density vertical
polyethylene sludge storage/digester tank in conformance with these special provisions, as shown on the
plans and as directed by the Engineer.
At the discretion of the Engineer, any equipment damaged in either appearance or function as a result of
the Contractor's operations shall be replaced at the Contractor's expense and no further compensation will
be allowed therefor.
All work performed under this section shall meet all recommendations and requirements of the tank
manufacturer requirements, and all other applicable national, state, local, and supplier standards and
regulations.
The Contractor shall furnish and install the tank, and all anchoring appurtenances and hardware. The
County will make all penetrations to the tank for plumbing between the tank and wastewater
treatment facility. The Contractor shall field verify and identify underground infrastructure before
ordering, receiving or setting the tank, or forming the concrete pad. Dimensions or size for items to
be supplied or fabricated for the completion of this contract shall be clearly shown on the
submittals.
101-1.02 MATERIALS
Submittal of documents shall be in conformance to Section 5-1.23A of these special provisions unless
otherwise specified herein or directed by the Engineer. Submit immediately after award of this Contract by
the Board of Supervisors a list of materials which the Contractor proposes to install together with the
drawings and other data as specified in these special provisions. The materials list shall be a complete
listing of the manufacturer, catalog number, size, and capacity of the manufactured articles. There shall be
a working drawing for each piece of equipment as planned to be installed and for other materials to be
fabricated for the installation.
Submit statement by the manufacturer certifying compatibility of the tank materials with the liquid to be
stored.
Tanks shall be circular in cross-section, vertical, complete with manway, lifting lugs and anchoring system.
Covered tanks shall be vented. Tanks shall be marked to identify the manufacturer, date of manufacture,
serial number, and capacity.Tanks shall meet the requirements of ASTM D1998 unless otherwise indicated
Tanks and appurtenances shall be high density cross-linked polyethylene tanks manufactured by Assmann
Polyethylene Tanks, Snyder Industries, Poly Processing or equal.
101-1.03 CONSTRUCTION
SERVICE CONDITIONS
The storage tank shall have a nominal 5,000-gallon capacity to store sludge from the wastewater
treatment facility. The stored liquid is considered sludge from standard residential sewage. The tanks
dimensions shall be a nominal 102-inch diameter by 158-inch overall height. Ambient operating
temperature is 32°F to 110°F. Tank shall have a 24-inch diameter manway.
TANK POSITIONING
Tanks should be moved, loaded, and unloaded in a horizontal position with a forklift with protected or
rounded fork extensions, or with a crane with a spreader bar and 2 slings of appropriate size positioned
on each tank. Do not drop a tank off of a truck onto the ground since this may damage the tank and
void the tank warranty.
TANK INSTALLATION
Contractor shall install and anchor the tank onto a concrete pad, as shown in the plans. Installation and
anchoring for wind and seismic requirements shall be per tank manufacturer's requirements. County
will make all piping, and plumbing penetrations in the tank. County will conduct final leak test once all
penetrations are made.
Each tank shall be clearly marked with hazardous material warning signs. Each tank shall also have a
sign with the word "DANGER" and the name of the material stored, printed in large block letters and
mounted directly adjacent to the tank outlet and tank inlet. Each entry manway shall be provided with a
sign ("DANGER--CONFINED SPACE--HAZARDOUS ATMOSPHERE").
101-1.04 PAYMENT
Refer to Section 9-1.08 for Payment and Bid Item description.
Federal Requirements
FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS
General
The work will be financed in whole or in part with Federal funds, and therefore all of the Federal statutes,
rules, regulations, and provisions applicable to work financed in whole or in part with Federal funds will
apply.
In addition to the provisions in the Agreement, the Contractor shall comply with the following:
Performance Of Previous Contracts
The bidder shall execute the "Certification with Regard to the Performance of Previous Contracts or
Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports" located in the
proposal. No request for subletting or assigning any portion of the contract in excess of$10,000 will be
considered under the provisions of Section VII of the required contract provisions unless such request is
accompanied by the Certification referred to above, executed by the proposed subcontractor.
Non-Collusion Provision
The provisions in this section are applicable to all contracts except contracts for Federal Aid Secondary
projects. Title 23, United States Code, Section 112, requires as a condition precedent to approval by the
Federal Highway Administrator of the contract for this work that each bidder file a sworn statement
executed by, or on behalf of, the person, firm, association, or corporation to whom such contract is to be
awarded, certifying that such person, firm, association, or corporation has not, either directly or indirectly,
entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free
competitive bidding in connection with the submitted bid. A form to make the non-collusion affidavit
statement required by Section 112 as a certification under penalty of perjury rather than as a sworn
statement as permitted by 28, USC, Sec. 1746, is included in the proposal.
Prohibition of Certain Telecommunications and Video Surveillance Equipment and Services
In response to significant national security concerns, the agency shall check the prohibited vendor list
before making any telecommunications and video surveillance purchase because recipients and
subrecipients of federal funds are prohibited from obligating or expending loan or grant funds to:
• Procure or obtain;
• Extend or renew a contract to procure or obtain; or
• Enter into a contract (or extend or renew a contract)to procure or obtain equipment, services, or
systems that uses covered telecommunications equipment or services as a substantial or essential
component of any system, or as critical technology as part of any system.
The prohibited vendors (and their subsidiaries or affiliates) are:
• Huawei Technologies Company;
• ZTE Corporation;
• Hytera Communications Corporation;
• Hangzhou Hikvision Digital Technology Company;
• Dahua Technology Company; and
• Subsidiaries or affiliates of the above-mentioned companies.
In implementing the prohibition, the agency administering loan, grant, or subsidy programs shall prioritize
available funding and technical support to assist affected businesses, institutions and organizations as is
reasonably necessary for those affected entities to transition from covered communications equipment
and services, to procure replacement equipment and services, and to ensure that communications service
to users and customers is sustained.
Federal Requirements 1
HUD-4010 U.S. Department of Housing and Urban Development
Federal Labor Standards Provisions Office of Davis-Bacon and Labor Standards
A. APPLICABILITY
The Project or Program to which the construction work covered by this Contract pertains is being
assisted by the United States of America, and the following Federal Labor Standards Provisions are
included in this Contract pursuant to the provisions applicable to such Federal assistance.
1. Minimum wages and fringe benefits
i. All laborers and mechanics employed or working upon the site of the work(or otherwise working in
construction or development of the project under a development statute),will be paid
unconditionally and not less often than once a week, and without subsequent deduction or rebate
on any account(except such payroll deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act (29 CFR part 3)),the full amount of basic hourly wages
and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at
rates not less than those contained in the wage determination of the Secretary of Labor which is
attached hereto and made a part hereof, regardless of any contractual relationship which may be
alleged to exist between the contractor and such laborers and mechanics.As provided in 29 CFR
5.5(d) and (e),the appropriate wage determinations are effective by operation of law even if they
have not been attached to the contract. Contributions made or costs reasonably anticipated for bona
fide fringe benefits under the Davis-Bacon Act(40 U.S.C. 3141(2)(B))on behalf of laborers or
mechanics are considered wages paid to such laborers or mechanics,subject to the provisions of
paragraph (a)(1)(v)of these contract clauses; also, regular contributions made or costs incurred for
more than a weekly period (but not less often than quarterly) under plans,funds, or programs which
cover the particular weekly period, are deemed to be constructively made or incurred during such
weekly period. Such laborers and mechanics must be paid the appropriate wage rate and fringe
benefits on the wage determination for the classification(s) of work actually performed,without
regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in
more than one classification may be compensated at the rate specified for each classification for the
time actually worked therein: Provided, That the employer's payroll records accurately set forth the
time spent in each classification in which work is performed.The wage determination (including any
additional classifications and wage rates conformed under 29 CFR 5.5(a)(1)(iii)) and the Davis-Bacon
poster(WH-1321) must be posted at all times by the contractor and its subcontractors at the site of
the work in a prominent and accessible place where it can be easily seen by the workers.
ii. Frequently recurring classifications
A. In addition to wage and fringe benefit rates that have been determined to be prevailing under
the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f),
wage and fringe benefit rates for classifications of laborers and mechanics for which conformance
requests are regularly submitted pursuant to 29 CFR 5.5(a)(1)(iii), provided that:
1. The work performed by the classification is not performed by a classification in the wage
determination for which a prevailing wage rate has been determined;
2. The classification is used in the area by the construction industry; and
3. The wage rate for the classification bears a reasonable relationship to the prevailing wage rates
contained in the wage determination.
B. The Administrator will establish wage rates for such classifications in accordance with 29 CFR
5.5(a)(1)(iii)(A)(3). Work performed in such a classification must be paid at no less than the wage
and fringe benefit rate listed on the wage determination for such classification.
iii. Conformance
A. The contracting officer must require that any class of laborers or mechanics, including helpers,
which is not listed in the wage determination and which is to be employed under the contract be
Previous editions obsolete 1 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
classified in conformance with the wage determination. Conformance of an additional classification
and wage rate and fringe benefits is appropriate only when the following criteria have been met:
1. The work to be performed by the classification requested is not performed by a classification in
the wage determination; and
2. The classification is used in the area by the construction industry; and
3. The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
B. The conformance process may not be used to split, subdivide, or otherwise avoid application of
classifications listed in the wage determination.
C. If the contractor and the laborers and mechanics to be employed in the classification (if known),
or their representatives, and the contracting officer agree on the classification and wage rate
(including the amount designated for fringe benefits where appropriate), a report of the action
taken will be sent by the contracting officer by email to DBAconformance@dol.gov.The
Administrator, or an authorized representative,will approve, modify, or disapprove every
additional classification action within 30 days of receipt and so advise the contracting officer or
will notify the contracting officer within the 30—day period that additional time is necessary.
D. In the event the contractor,the laborers or mechanics to be employed in the classification or
their representatives, and the contracting officer do not agree on the proposed classification
and wage rate (including the amount designated for fringe benefits, where appropriate), the
contracting officer will, by email to DBAconformance@dol.gov, refer the questions, including
the views of all interested parties and the recommendation of the contracting officer, to the
Administrator for determination.The Administrator, or an authorized representative, will issue
a determination within 30 days of receipt and so advise the contracting officer or will notify
the contracting officer within the 30—day period that additional time is necessary.
E. The contracting officer must promptly notify the contractor of the action taken by the Wage
and Hour Division under 29 CFR 5.5 (a)(1)(iii)(C) and (D).The contractor must furnish a written
copy of such determination to each affected worker or it must be posted as a part of the wage
determination.The wage rate (including fringe benefits where appropriate) determined
pursuant to 29 CFR 5.5 (a)(1)(iii)(C) or(D) must be paid to all workers performing work in the
classification under this contract from the first day on which work is performed in the
classification.
iv. Fringe benefits not expressed as an hourly rate
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics
includes a fringe benefit which is not expressed as an hourly rate,the contractor may either pay the
benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly
cash equivalent thereof.
V. Unfunded plans
If the contractor does not make payments to a trustee or other third person,the contractor may
consider as part of the wages of any laborer or mechanic the amount of any costs reasonably
anticipated in providing bona fide fringe benefits under a plan or program,Provided, That the
Secretary of Labor has found, upon the written request of the contractor, in accordance with the
criteria set forth in 29 CFR 5.28,that the applicable standards of the Davis-Bacon Act have been met.
The Secretary of Labor may require the contractor to set aside in a separate account assets for the
meeting of obligations under the plan or program.
vi. Interest In the event of a failure to pay all or part of the wages required by the contract,the
contractor will be required to pay interest on any underpayment of wages.
Previous editions obsolete 2 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
2. Withholding
i. Withholding requirements
The U.S. Department of Housing and Urban Development may, upon its own action,or must, upon
written request of an authorized representative of the Department of Labor,withhold or cause to be
withheld from the contractor so much of the accrued payments or advances as may be considered
necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount
of wages and monetary relief, including interest, required by the clauses set forth in 29 CFR 5.5(a)
for violations of this contract, or to satisfy any such liabilities required by any other Federal
contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the
same prime contractor(as defined in 29 CFR 5.2).The necessary funds may be withheld from the
contractor under this contract, any other Federal contract with the same prime contractor, or any
other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is
held by the same prime contractor, regardless of whether the other contract was awarded or
assisted by the same agency, and such funds may be used to satisfy the contractor liability for which
the funds were withheld. In the event of a contractor's failure to pay any laborer or mechanic,
including any apprentice or helper working on the site of the work(or otherwise working in
construction or development of the project under a development statute) all or part of the wages
required by the contract, or upon the contractor's failure to submit the required records as
discussed in 29 CFR 5.5(a)(3)(iv), HUD may on its own initiative and after written notice to the
contractor,sponsor, applicant, owner, or other entity, as the case may be,take such action as may
be necessary to cause the suspension of any further payment, advance, or guarantee of funds until
such violations have ceased.
ii. Priority to withheld funds
The Department has priority to funds withheld or to be withheld in accordance with 29 CFR
5.5(a)(2)(i) or(b)(3)(i), or both, over claims to those funds by:
A. A contractor's surety(ies), including without limitation performance bond sureties and
payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S.trustee, or both) in bankruptcy of a
contractor, or a contractor's bankruptcy estate;
D. A contractor's assignee(s);
E. A contractor's successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
3. Records and certified payrolls
i. Basic record requirements
A. Length of record retention.All regular payrolls and other basic records must be maintained by
the contractor and any subcontractor during the course of the work and preserved for all
laborers and mechanics working at the site of the work (or otherwise working in construction
or development of the project under a development statute)for a period of at least 3 years
after all the work on the prime contract is completed.
B. Information required Such records must contain the name; Social Security number; last known
address,telephone number, and email address of each such worker; each worker's correct
classification(s)of work actually performed; hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of
the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of
hours actually worked in total and on each covered contract; deductions made; and actual
wages paid.
C. Additional records relating to fringe benefits. Whenever the Secretary of Labor has found
under 29 CFR 5.5(a)(1)(v)that the wages of any laborer or mechanic include the amount of any
Previous editions obsolete 3 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
costs reasonably anticipated in providing benefits under a plan or program described in 40
U.S.C. 3141(2)(B) of the Davis-Bacon Act,the contractor must maintain records which show that
the commitment to provide such benefits is enforceable,that the plan or program is financially
responsible, and that the plan or program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated or the actual cost incurred
in providing such benefits.
D. Additional records relating to apprenticeship Contractors with apprentices working under
approved programs must maintain written evidence of the registration of apprenticeship
programs, the registration of the apprentices, and the ratios and wage rates prescribed in the
applicable programs.
ii. Certified payroll requirements
A. Frequency and method of submission The contractor or subcontractor must submit weekly,
for each week in which any DBA-or Related Acts-covered work is performed, certified
payrolls to HUD if the agency is a party to the contract, but if the agency is not such a party,
the contractor will submit the certified payrolls to the applicant, sponsor, owner, or other
entity, as the case may be,that maintains such records, for transmission to HUD.The prime
contractor is responsible for the submission of all certified payrolls by all subcontractors.A
contracting agency or prime contractor may permit or require contractors to submit certified
payrolls through an electronic system, as long as the electronic system requires a legally valid
electronic signature;the system allows the contractor,the contracting agency, and the
Department of Labor to access the certified payrolls upon request for at least 3 years after
the work on the prime contract has been completed; and the contracting agency or prime
contractor permits other methods of submission in situations where the contractor is unable
or limited in its ability to use or access the electronic system
B. Information required The certified payrolls submitted must set out accurately and completely
all of the information required to be maintained under 29 CFR 5.5(a)(3)(i)(B), except that full
Social Security numbers and last known addresses,telephone numbers, and email addresses
must not be included on weekly transmittals. Instead,the certified payrolls need only include
an individually identifying number for each worker(e.g., the last four digits of the worker's
Social Security number).The required weekly certified payroll information may be submitted
using Optional Form WH-347 or in any other format desired. Optional Form WH-347 is
available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/
sites/dolgov/files/WHD/legacy/files/wh347.pdf or its successor website. It is not a violation of
this section for a prime contractor to require a subcontractor to provide full Social Security
numbers and last known addresses, telephone numbers, and email addresses to the prime
contractor for its own records, without weekly submission by the subcontractor to the
sponsoring government agency(or the applicant, sponsor, owner, or other entity, as the case
may be,that maintains such records).
C. Statement of Compliance Each certified payroll submitted must be accompanied by a
"Statement of Compliance," signed by the contractor or subcontractor, or the contractor's or
subcontractor's agent who pays or supervises the payment of the persons working on the
contract, and must certify the following:
1. That the certified payroll for the payroll period contains the information required to be
provided under 29 CFR 5.5(a)(3)(ii), the appropriate information and basic records are being
maintained under 29 CFR 5.5 (a)(3)(i), and such information and records are correct and
complete;
2. That each laborer or mechanic(including each helper and apprentice)working on the contract
during the payroll period has been paid the full weekly wages earned,without rebate, either
directly or indirectly, and that no deductions have been made either directly or indirectly
Previous editions obsolete 4 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3;
and
3. That each laborer or mechanic has been paid not less than the applicable wage rates and
fringe benefits or cash equivalents for the classification(s) of work actually performed, as
specified in the applicable wage determination incorporated into the contract.
D. Use of Optional Form WH-347 The weekly submission of a properly executed certification
set forth on the reverse side of Optional Form WH-347 will satisfy the requirement for
submission of the"Statement of Compliance" required by 29 CFR 5.5(a)(3)(ii)(C).
E. Signature The signature by the contractor, subcontractor, or the contractor's or
subcontractor's agent must be an original handwritten signature or a legally valid electronic
signature.
F. Falsification The falsification of any of the above certifications may subject the contractor
or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.
G. Length of certified payroll retention The contractor or subcontractor must preserve all
certified payrolls during the course of the work and for a period of 3 years after all the work
on the prime contract is completed.
iii. Contracts,subcontracts,and related documents The contractor or subcontractor must maintain this
contract or subcontract and related documents including,without limitation, bids, proposals,
amendments, modifications,and extensions.The contractor or subcontractor must preserve these
contracts, subcontracts, and related documents during the course of the work and for a period of 3
years after all the work on the prime contract is completed.
iv Required disclosures and access
A. Required record disclosures and access to workers The contractor or subcontractor must
make the records required under 29 CFR 5.5(a)(3)(i)—(iii), and any other documents that
HUD or the Department of Labor deems necessary to determine compliance with the labor
standards provisions of any of the applicable statutes referenced by 29 CFR 5.1, available
for inspection, copying, or transcription by authorized representatives of HUD or the
Department of Labor, and must permit such representatives to interview workers during
working hours on the job.
B. Sanctions for non-compliance with records and worker access requirements If the
contractor or subcontractor fails to submit the required records or to make them available,
or refuses to permit worker interviews during working hours on the job,the Federal agency
may, after written notice to the contractor, sponsor, applicant, owner,or other entity, as the
case may be,that maintains such records or that employs such workers,take such action as
may be necessary to cause the suspension of any further payment, advance,or guarantee of
funds. Furthermore,failure to submit the required records upon request or to make such
records available,or to permit worker interviews during working hours on the job, may be
grounds for debarment action pursuant to 29 CFR 5.12. In addition, any contractor or other
person that fails to submit the required records or make those records available to WHD
within the time WHD requests that the records be produced will be precluded from
introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the
required records that were not provided or made available to WHD.WHD will take into
consideration a reasonable request from the contractor or person for an extension of the
time for submission of records. WHD will determine the reasonableness of the request and
may consider, among other things,the location of the records and the volume of
production.
C. Required information disclosures Contractors and subcontractors must maintain the full
Social Security number and last known address,telephone number, and email address of
each covered worker, and must provide them upon request to HUD if the agency is a party to
Previous editions obsolete 5 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
the contract, or to the Wage and Hour Division of the Department of Labor. If the Federal
agency is not such a party to the contract,the contractor, subcontractor, or both, must,
upon request, provide the full Social Security number and last known address,telephone
number, and email address of each covered worker to the applicant, sponsor, owner, or
other entity,as the case may be,that maintains such records,for transmission to HUD,the
contractor, or the Wage and Hour Division of the Department of Labor for purposes of an
investigation or other compliance action.
4. Apprentices and equal employment opportunity
i. Apprentices
A. Rate of pay Apprentices will be permitted to work at less than the predetermined rate for
the work they perform when they are employed pursuant to and individually registered in a
bona fide apprenticeship program registered with the U.S. Department of Labor,
Employment and Training Administration, Office of Apprenticeship (OA), or with a State
Apprenticeship Agency recognized by the OA. A person who is not individually registered in
the program, but who has been certified by the OA or a State Apprenticeship Agency
(where appropriate)to be eligible for probationary employment as an apprentice, will be
permitted to work at less than the predetermined rate for the work they perform in the
first 90 days of probationary employment as an apprentice in such a program. In the event
the OA or a State Apprenticeship Agency recognized by the OA withdraws approval of an
apprenticeship program,the contractor will no longer be permitted to use apprentices at
less than the applicable predetermined rate for the work performed until an acceptable
program is approved.
B. Fringe benefits Apprentices must be paid fringe benefits in accordance with the provisions
of the apprenticeship program. If the apprenticeship program does not specify fringe
benefits, apprentices must be paid the full amount of fringe benefits listed on the wage
determination for the applicable classification. If the Administrator determines that a
different practice prevails for the applicable apprentice classification,fringe benefits must
be paid in accordance with that determination.
C. Apprenticeship ratio The allowable ratio of apprentices to journeyworkers on the job site in
any craft classification must not be greater than the ratio permitted to the contractor as to
the entire work force under the registered program or the ratio applicable to the locality of
the project pursuant to 29 CFR 5.5(a)(4)(i)(D). Any worker listed on a payroll at an
apprentice wage rate, who is not registered or otherwise employed as stated in 29 CFR
5.5(a)(4)(i)(A), must be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In addition, any apprentice
performing work on the job site in excess of the ratio permitted under this section must be
paid not less than the applicable wage rate on the wage determination for the work actually
performed.
D. Reciprocity of ratios and wage rates Where a contractor is performing construction on a
project in a locality other than the locality in which its program is registered,the ratios and
wage rates(expressed in percentages of the journeyworker's hourly rate)applicable within the
locality in which the construction is being performed must be observed. If there is no
applicable ratio or wage rate for the locality of the project,the ratio and wage rate specified
in the contractor's registered program must be observed.
5 Compliance with Copeland Act requirements.The contractor shall comply with the requirements of 29
CFR part 3, which are incorporated by reference in this contract.
Previous editions obsolete 6 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
6 Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses contained in
29 CFR 5.5(a)(1) through (11), along with the applicable wage determination(s) and such other clauses
or contract modifications as the U.S. Department of Housing and
Urban Development may by appropriate instructions require, and a clause requiring the subcontractors
to include these clauses and wage determination(s) in any lower tier subcontracts.The prime
contractor is responsible for the compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in this section. In the event of any violations of these clauses,the prime contractor
and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including
interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors,
and may be subject to debarment, as appropriate.
7 Contract termination: debarment.A breach of the contract clauses in 29 CFR 5.5 may be grounds for
termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29
CFR 5.12.
8 Compliance with Davis-Bacon and Related Act requirements.All rulings and interpretations of the
Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by
reference in this contract.
9 Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this
contract shall not be subject to the general disputes clause of this contract. Such disputes shall be
resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6,
and 7. Disputes within the meaning of this clause include disputes between the contractor(or any of its
subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
10. Certification of eligibility.
i. By entering into this contract,the contractor certifies that neither it nor any person or firm who
has an interest in the contractor's firm is a person or firm ineligible to be awarded Government
contracts by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a).
ii. No part of this contract shall be subcontracted to any person or firm ineligible for award of a
Government contract by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a).
iii.The penalty for making false statements is prescribed in the U.S. Code,Title 18 Crimes and
Criminal Procedure, 18 U.S.C. 1001.
11 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain,
coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to
discharge, demote, intimidate,threaten, restrain, coerce, blacklist, harass, or in any other manner
discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a
violation of the DBA, Related Acts, or 29 CFR parts 1, 3, or 5;
ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or
seeking to assert on behalf of themselves or others any right or protection under the DBA,
Related Acts, or 29 CFR parts 1, 3, or 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under
the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; or
iv. Informing any other person about their rights under the DBA, Related Acts, or 29 CFR parts 1, 3,
or 5.
B. Contract Work Hours and Safety Standards Act(CWHSSA)
The Agency Head must cause or require the contracting officer to insert the following clauses set
forth in 29 CFR 5.5(b)(1), (2), (3), (4), and (5) in full, or(for contracts covered by the Federal
Acquisition Regulation) by reference, in any contract in an amount in excess of$100,000 and subject
to the overtime provisions of the Contract Work Hours and Safety Standards Act.These clauses must
Previous editions obsolete 7 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
be inserted in addition to the clauses required by 29 CFR 5.5(a) or 4.6. As used in this paragraph,the
terms "laborers and mechanics" include watchpersons and guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract
work which may require or involve the employment of laborers or mechanics shall require or
permit any such laborer or mechanic in any workweek in which he or she is employed on such
work to work in excess of forty hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the basic rate of pay for all hours
worked in excess of forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the
clause set forth in 29 CFR 5.5(b)(1)the contractor and any subcontractor responsible therefor
shall be liable for the unpaid wages and interest from the date of the underpayment. In addition,
such contractor and subcontractor shall be liable to the United States (in the case of work done
under contract for the District of Columbia or a territory,to such District or to such territory),for
liquidated damages. Such liquidated damages shall be computed with respect to each individual
laborer or mechanic, including watchpersons and guards, employed in violation of the clause set
forth in 29 CFR 5.5(b)(1), in the sum of$31 for each calendar day on which such individual was
required or permitted to work in excess of the standard workweek of forty hours without
payment of the overtime wages required by the clause set forth in 29 CFR 5.5(b)(1).
3. Withholding for unpaid wages and liquidated damages
i. Withholding process The U.S Department of Housing and Urban Development or the recipient of
Federal assistance may, upon its own action, or must, upon written request of an authorized
representative of the Department of Labor,withhold or cause to be withheld from the contractor
so much of the accrued payments or advances as may be considered necessary to satisfy the
liabilities of the prime contractor or any subcontractor for any unpaid wages; monetary relief,
including interest; and liquidated damages required by the clauses set forth in 29 CFR 5.5(b) on
this contract, any other Federal contract with the same prime contractor, or any other federally
assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the
same prime contractor(as defined in 29 CFR 5.2).The necessary funds may be withheld from the
contractor under this contract, any other Federal contract with the same prime contractor,or any
other federally assisted contract that is subject to the Contract Work Hours and Safety Standards
Act and is held by the same prime contractor, regardless of whether the other contract was
awarded or assisted by the same agency, and such funds may be used to satisfy the contractor
liability for which the funds were withheld.
ii Priority to withheld funds The Department has priority to funds withheld or to be withheld in
accordance with 29 CFR 5.5(a)(2)(i) or(b)(3)(i), or both, over claims to those funds by:
A. A contractor's surety(ies), including without limitation performance bond sureties and
payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S.trustee, or both) in bankruptcy of a
contractor, or a contractor's bankruptcy estate;
D. A contractor's assignee(s);
E. A contractor's successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in
29 CFR 5.5(b)(1)through (5) and a clause requiring the subcontractors to include these clauses in any
lower tier subcontracts.The prime contractor is responsible for compliance by any subcontractor or
lower tier subcontractor with the clauses set forth in 29 CFR 5.5(b)(1)through (5). In the event of any
violations of these clauses,the prime contractor and any subcontractor(s) responsible will be liable for
any unpaid wages and monetary relief, including interest from the date of the underpayment or loss,
Previous editions obsolete 8 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
due to any workers of lower-tier subcontractors, and associated liquidated damages and may be subject
to debarment, as appropriate.
5 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain,
coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to
discharge, demote, intimidate,threaten, restrain, coerce, blacklist, harass, or in any other manner
discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a
violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its implementing
regulations in 29 CFR part 5;
ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting
or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or
29 CFR part 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding
under CWHSSA or 29 CFR part 5; or
iv. Informing any other person about their rights under CWHSSA or 29 CFR part 5.
C. CWHSSA required records clause In addition to the clauses contained in 29 CFR 5.5(b), in any contract
subject only to the Contract Work Hours and Safety Standards Act and not to any of the other laws
referenced by 29 CFR 5.1,the Agency Head must cause or require the contracting officer to insert a
clause requiring that the contractor or subcontractor must maintain regular payrolls and other basic
records during the course of the work and must preserve them for a period of 3 years after all the work
on the prime contract is completed for all laborers and mechanics, including guards and watchpersons,
working on the contract. Such records must contain the name; last known address,telephone number,
and email address; and social security number of each such worker; each worker's correct
classification(s)of work actually performed; hourly rates of wages paid; daily and weekly number of
hours actually worked; deductions made and actual wages paid. Further,the Agency Head must cause
or require the contracting officer to insert in any such contract a clause providing that the records to be
maintained under this paragraph must be made available by the contractor or subcontractor for
inspection, copying, or transcription by authorized representatives of the (write the name of agency)
and the Department of Labor, and the contractor or subcontractor will permit such representatives to
interview workers during working hours on the job.
D. Incorporation of contract clauses and wage determinations by reference Although agencies are
required to insert the contract clauses set forth in this section, along with appropriate wage
determinations, in full into covered contracts, and contractors and subcontractors are required to insert
them in any lower-tier subcontracts,the incorporation by reference of the required contract clauses
and appropriate wage determinations will be given the same force and effect as if they were inserted in
full text.
E. Incorporation by operation of law The contract clauses set forth in this section (or their equivalent
under the Federal Acquisition Regulation), along with the correct wage determinations, will be
considered to be a part of every prime contract required by the applicable statutes referenced by 29
CFR 5.1 to include such clauses, and will be effective by operation of law,whether or not they are
included or incorporated by reference into such contract, unless the Administrator grants a variance,
tolerance, or exemption from the application of this paragraph. Where the clauses and applicable wage
determinations are effective by operation of law under this paragraph,the prime contractor must be
compensated for any resulting increase in wages in accordance with applicable law.
Previous editions obsolete 9 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
F. HEALTH AND SAFETY
The provisions of this paragraph (F) are applicable where the amount of the prime contract exceeds
$100,000.
1. No laborer or mechanic shall be required to work in surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his or her health and safety, as determined under construction
safety and health standards promulgated by the Secretary of Labor by regulation.
2. The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to 29 CFR Part
1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and
Safety Standards Act, (Public Law 91-54, 83 Stat 96),40 U.S.C. § 3701 et seq.
3. The contractor shall include the provisions of this paragraph in every subcontract, so that such provisions
will be binding on each subcontractor.The contractor shall take such action with respect to any
subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as
a means of enforcing such provisions.
Previous editions obsolete 10 Form HUD-4010, (10/2023)
ref. Handbook 1344.1
SECTION 3 CLAUSE
A. The work to be performed under this contract is subject to the requirements of section 3 of the
Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u(section 3). The purpose
of section 3 is to ensure that employment and other economic opportunities generated by HUD
assistance or HUD-assisted projects covered by section 3, shall, to the greatest extent feasible, be
directed to low- and very low-income persons, particularly persons who are recipients of HUD
assistance for housing.
B. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 135, which
implement section 3. As evidenced by their execution of this contract, the parties to this contract
certify that they are under no contractual or other impediment that would prevent them from
complying with the part 135 regulations.
C. The contractor agrees to send to each labor organization or representative of workers with which
the contractor has a collective bargaining agreement or other understanding, if any, a notice advising
the labor organization or workers' representative of the contractor's commitments under this section 3
clause, and will post copies of the notice in conspicuous places at the work site where both employees
and applicants for training and employment positions can see the notice. The notice shall describe the
section 3 preference, shall set forth minimum number and job titles subject to hire, availability of
apprenticeship and training positions, the qualifications for each; and the name and location of the
person(s)taking applications for each of the positions; and the anticipated date the work shall begin.
D. The contractor agrees to include this section 3 clause in every subcontract subject to compliance
with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an
applicable provision of the subcontract or in this section 3 clause, upon a finding that the
subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not
subcontract with any subcontractor where the contractor has notice or knowledge that the
subcontractor has been found in violation of the regulations in 24 CFR part 135.
E. The contractor will certify that any vacant employment positions, including training positions, that
are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons
other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be
directed,were not filled to circumvent the contractor's obligations under 24 CFR part 135.
F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions,termination of
this contract for default, and debarment or suspension from future HUD assisted contracts.
G. With respect to work performed in connection with section 3 covered Indian housing assistance,
section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also
applies to the work to be performed under this contract. Section 7(b) requires that to the greatest
extent feasible (i)preference and opportunities for training and employment shall be given to Indians,
and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations
and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of
section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in
derogation of compliance with section 7(b).
Project Details
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SELF-DEALING TRANSACTION DISCLOSURE FORM
(1) Company Board Member Information:
Name: Date:
Job Title:
(2) Company/Agency Name and Address:
(3) Disclosure (Please describe the nature of the self-dealing transaction you are a party to)
(4) Explain why this self-dealing transaction is consistent with the requirements of Corporations
Code 5233 (a)
(5) Authorized Signature
Signature: Date:
SELF-DEALING TRANSACTION DISCLOSURE FORM INSTRUCTIONS
In order to conduct business with the County of Fresno (hereinafter referred to as "County"), members of
a contractor's board of directors (hereinafter referred to as "County Contractor"), must disclose any self-
dealing transactions that they are a party to while providing goods, performing services, or both for the
County. A self-dealing transaction is defined below:
'A self-dealing transaction means a transaction to which the corporation is a party and which one or
more of its directors has a material financial interest."
The definition above will be utilized for purposes of completing the disclosure form.
(1) Enter board member's name, job title (if applicable), and date this disclosure is being made.
(2) Enter the board member's company/agency name and address.
(3) Describe in detail the nature of the self-dealing transaction that is being disclosed to the County.
At a minimum, include a description of the following:
a. The name of the agency/company with which the corporation has the transaction; and
b. The nature of the material financial interest in the Corporation's transaction that the board
member has.
(4) Describe in detail why the self-dealing transaction is appropriate based on applicable provisions
of the Corporations Codes.
(5) Form must be signed by the board member that is involved in the self-dealing transaction
described in Sections (3) and (4).
ID OOK
CSA 44A WASTEWATER FACILITY IMPROVEMENTS
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NUMBER:
21271
BUDGET / ACCOUNT: 9244 / 0870 / 16400
cotj
o� 1856 Department ofPublic Works and Planning
FRES
CONTRACT NUMBER 25-01-CD
BID BOOK TABLE OF CONTENTS
CSA 44A WASTEWATER FACILITY IMPROVEMENTS CONTRACT NUMBER 25-01-CD
PROPOSAL TITLE
NUMBER
NOT APPLICABLE INSTRUCTIONS FOR COMPLETING THE BID BOOK
1 PROPOSAL TO THE COUNTY OF FRESNO
2 BID ITEM LIST/BID SHEET
3 EVALUATION OF BID ITEM LIST
4 BID SECURITY/SIGNATURE
5 NON-COLLUSION DECLARATION
6 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
7 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE AND PUBLIC
CONTRACT CODE 10232 STATEMENT
8 SUBCONTRACTORS
9 TITLE 13,CALIFORNIA CODE OF REGULATIONS§2449(I)GENERAL
REQUIREMENTS FOR IN-USE OFF-ROAD DIESEL-FUELED FLEETS
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS
10 OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE
FILING OF REQUIRED REPORTS
11 TITLE 49,CODE OF FEDERAL REGULATIONS,PART 29 DEBARMENT AND
SUSPENSION CERTIFICATION
12 NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS
13(A)-13(B) DISCLOSURE OF LOBBYING ACTIVITIES
14 CERTIFICATION OF PAYMENTS TO INFLUENCE FEDERAL TRANSACTIONS
15 STATEMENT OF WORKFORCE NEEDS
16-18 NOT USED
19 GUARANTY
INSTRUCTIONS FOR COMPLETING THE BID BOOK
General
Complete forms in the Bid Book.
Submit an electronic bid online at http://www.BidExpress.com (Section 2-1.33A) or submit a hardcopy bid:
1. Under sealed cover addressed to the Department and labeled with the name of the bidder, the name of the
project and the statement'Do Not Open Until The Time Of Bid Opening.'
2. Marked as a bid
3. Identifying the contract number and the bid opening date
Certain bid forms must be submitted with the bid and properly executed.
Certain other forms and information must be submitted either with the bid or within the prescribed period after bid
opening as specified elsewhere in these special provisions.
Failure to submit the forms and information as specified results in a nonresponsive bid.
If an agent other than the authorized corporation officer or a partnership member signs the bid, file a Power of
Attorney with the Department either before opening bids or with the bid. Otherwise, the bid may be
nonresponsive.
For more information regarding bidding, refer to Section 2 Bidding in the Special Provisions and Standard
Specifications.
Bid Item List and Bid Comparison
Submit a bid based on the bid item quantities the Department shows on the Bid Item List. Bids will be evaluated
and the low bidder determined as indicated in the Notice to Bidders.
Bid Document Completion
Proposal items are identified by title and by the word "Proposal"followed by the number assigned to the proposal
item in question. Proposal items are included in the Bid Book.
Proposal to the Board of Supervisors of Fresno County— Proposal 1
Provided for information.
Bid Proposal Sheet— Proposal 2
One or more sheet(s) or list(s) upon which the bidder completes the bid.
Fill out completely including a unit price and total for each unit price-based item and a total for each lump sum
item.
Do not make any additions such as "plus tax", "plus freight", or conditions such as "less 2% if paid by 15th".
Use ink or typewriter for paper bids.
Evaluation of Bid Proposal Sheet— Proposal 3
Describes how inconsistences and irregularities are evaluated and corrected when Design Services reviews the
Bid Item List.
Bid Security and Signature— Proposal 4
Submit one of the following forms of bidder's security equal to at least 10 percent (10%)of the bid:
• Cash
• Cashier's check
• Certified check
Instructions for Completing the Bid Book - 1
• Signed bidder's bond by an admitted surety insurer
Indicate type of bid security provided.
• Cash—Acceptable but not recommended. Cash is deposited in a clearing account and is returned to
bidders by County warrant. This process may take several weeks.
• Cashier's or Certified Checks. This type of security is held until the bid is no longer under consideration.
If submitted by a potential awardee, they will be returned when the contract is fully executed by the
bidder and bonds and insurance have been approved.
• Bid Bonds - Must be signed by the bidder and by the attorney-in-fact for the bonding company. Provide
notarized signature of attorney-in-fact accompanied by bonding company's affidavit authorizing attorney-
in-fact to execute bonds. An unsigned bid bond will be cause for rejection. If providing electronically, the
bid must either be verified via Tinubu or Surety2000 through BidExpress, or a scanned copy must be
attached to the electronic bid with an original notarized hardcopy and received by Design Services
before 4:OOPM on the fifth (5th)calendar day after the bid opening.
Bonding companies may provide their own bid bond forms. The Bid Security and Signature sections must be
completed by the bidder and submitted with their bid.
Electronic bids, if not accompanied by an electronic bid bond, may provide one of the listed types of bidder's
security in a sealed envelope in accordance with the labeling and address instructions listed in the Notice to
Bidders prior to the bid opening.
Acknowledge Addenda
Provide contractor's license information.
State business name and if business is a:
• Corporation - list officers
• Partnership- list partners
• Joint Venture- list members; if members are corporations or partnerships, list their officers or partners.
• Individual - list Owner's name and firm name style
Signature of Bidder-the following lists types of companies and corresponding authorized signers.
• Corporation - by an officer
• Partnership - by a partner
• Joint Venture- by a member
• Individual - by the Owner
If signature is by a Branch Manager, Estimator, Agent, etc., the bid must be accompanied by a power of attorney
authorizing the individual to sign the bid in question or to sign bids more generally, otherwise the bid may be
rejected.
• Business Address - Firm's Street Address
• Mailing Address - P.O. Box or Street Address
• Complete, sign, and return with bid.
Non-Collusion Declaration —Proposal 5
Must be completed, signed, and returned with bid.
Public Contract Code Section 10285.1 Statement— Proposal 6
Select"has"or"has not" in accordance with instructions on form, return with completed for with bid. Note that
signing the bid constitutes signing this statement.
Instructions for Completing the Bid Book -2
Public Contract Code Section 10162 Questionnaire And Public Contract Code 10232 Statement—
Proposal 7
Select"yes"or"no" accordance with instructions on form, include explanation if"yes" is selected. Return
completed form with bid. Note that signing the bid constitutes signing this questionnaire and statement.
Subcontractors— Proposal 8
Sheet(s) or spaces where upon which bidders list subcontractors. List each subcontractor to perform work in an
amount in excess of 1/2 of 1 percent of the total bid or$10,000, whichever is greater(Pub. Contract Code §4100
et seq.).
The Subcontractor List submitted with the bid must show the name, location of business, work portions to be
performed, Department of Industrial Relations registration number, and the contractor's license number for each
subcontractor listed.
• Use subcontractor's business name style as registered with the License Board.
• Specify the city in which the subcontractor's business is located and the state if other than California.
• Description of the work to be performed by the subcontractor. Indicate with bid item numbers from the
bid item list and/or work descriptions similar to those on bid item list.
• List Department of Industrial Relations number and license number for each subcontractor.
Upon request from Design Services, provide the following additional information within 24 hours of bid opening if
not included on the Subcontractor List submitted with the bid:
• Complete physical address for each subcontractor listed.
• Percentage of the total bid or dollar amount associated with each subcontractor listed.
Title 13, California Code of Regulations § 2449(i) General Requirements for In-Use Off-Road Diesel-
Fueled Fleets— Proposal 9
Contractors, if applicable, must submit valid Certificates of Reported Compliance with their bid. Subcontractor
certificates will be due no later than 4:00 PM on the fifth (51') calendar day after the bid opening if not submitted
with the bid.
Certification With Regard To The Performance Of Previous Contracts Or Subcontracts Subject To The
Equal Opportunity Clause And The Filing Of Required Reports— Proposal 10
For a Federal-aid contract, complete, sign, and return with bid. Certification of proposed subcontractors is the
responsibility of the Bidder and must be provided to the County upon request.
Title 49, Code of Federal Regulations, Part 29 Debarment And Suspension Certification—Proposal 11
For a Federal-aid contract, complete, sign, and return with bid. Certification of proposed subcontractors is the
responsibility of the Bidder and must be provided to the County upon request.
Non-lobbying Certification for Federal-Aid Contracts— Proposal 12
For a Federal-aid contract, complete, sign, and return with bid.
Disclosure of Lobbying Activities— Proposal 13(a)through Proposal 13(b)
For a Federal-aid contract, complete, sign, and return with bid.
Certification Of Payments To Influence Federal Transactions— Proposal 14
Statement Of Workforce Needs—Proposal 15
Proposal 16 through — Proposal 18
Not used
Guaranty— Proposal 19
Instructions for Completing the Bid Book -3
Does not need to be signed with the bid. Part of the contract which must be signed by the contractor when
contract is executed.
Instructions for Completing the Bid Book -4
General Info
Alt Total: $25,000.00
Total:
$363,833.00
Number Description
25-01-CD CSA 44A Wastewater Facility Improvements
Deadline The work to be done consists, in general, of the replacement of the lift station basin and
07/24/2025 02:00 PM PDT pumps with all necessary appurtenant work, including connection to the existing lift station
panel for a new fully functional lift station, installation of a new sludge digester tank, and
Vendor installation of miscellaneous piping and valves. This project contains additive items
W. M. Lyles Co. including replacement of the entrance chain link access gate.
Submitted
Community Development Block Grant Project Number: 21271
07/24/2025 01:39 PM PDT
Signed by Allows zero unit prices and labor
No
Kenneth D. Strosnider
Account Holder Scott Fults Allows negative unit prices and labor
Opened No
07/24/2025 02:10 PM PDT By
jbnavarro@fresnocountyca.gov
Page 1 of 32 07/24/2025
Attachment List
Project Website
RFC form, bid opening details, any Supplemental Information
including RFC responses, prebid conference information, etc.
Specifications (3 MB)
Specifications (3 MB)
Plans (5 MB)
Plans (5 MB)
Addendum 1
Addendum 1
Addendum 2
Addendum 2
Page 2 of 32 07/24/2025
Proposal to the County of Fresno - Proposal 1
Proposal to the County of Fresno
hereinafter called the Owner
CSA 44A WASTEWATER FACILITY IMPROVEMENTS
CDBG PROJECT NUMBER 21271
The work embraced herein shall be done in accordance with the 2023 Standard Specifications and with the 2023 Standard Plans,
of the State of California, Department of Transportation insofar as the same may apply and in accordance with these special
provisions.
Except to the extent that they may conflict with these special provisions, revised Standard Specifications apply to the extent
included in the section entitled "Project Details" of the book entitled "Specifications."
The work to be done is shown on a set of Plans, Department File No. 11331, entitled: "County Service Area 44A Wastewater
Facility Improvements".
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 they have carefully examined
the location of the proposed work, the annexed proposed form of contract, and the plans therein referred to; and they propose and
agree if this proposal is accepted, that they will contract with the Owner 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 Engineer as therein set forth, and that they will take in full payment
therefor the following unit prices, to-wit:
Page 3 of 32 07/24/2025
Bid Item List - Base Bid - Proposal 2
$338,833.00
Item No. Quantity Unit Item Item Price Extension
Description
1 20,000 $ SUPPLEMENTAL $1.00 $20,000.00
WORK
MOBILIZATION,
2 1 LS INSURANCE $25,000.00 $25,000.00
AND BONDS
PREPARE &
IMPLEMENT
3 1 LS WATER $7,500.00 $7,500.00
POLLUTION
CONTROL
PROGRAM
CONSTRUCTION
4 1 LS SITE $5,000.00 $5,000.00
MANAGEMENT
5 1 LS TRAFFIC $1,500.00 $1,500.00
CONTROL
DEMOLITION OF
6 1 LS EXISTING LIFT $57,300.00 $57,300.00
STATION AND
VALVE VAULT
FURNISH AND
INSTALL NEW
7 1 LS LIFT STATION , $71,600.00 $71,600.00
PUMPS AND
CRANE
FURNISH AND
8 1 LS INSTALL $25,100.00 $25,100.00
SLUDGE
DIGESTER TANK
MINOR
CONCRETE -
9 1 LS SLUDGE $22,056.00 $22,056.00
DIGESTER TANK
CONCRETE PAD
MINOR
CONCRETE -
10 1 LS CONTROL $11,300.00 $11,300.00
VALVES
CONCRETE PAD
Total: $338,833.00
Page 4 of 32 07/24/2025
Item No. Quantity Unit Item Item Price Extension
Description
MISCELLANEOU
S PIPE, VALVES
11 1 LS AND $47,900.00 $47,900.00
APPURTNENAN
CES
12 1 LS ELECTRICAL $15,577.00 $15,577.00
AND CONTROL
PERMANENT
13 1 LS CHAINLINK $29,000.00 $29,000.00
FENCE
Total: $338,833.00
Page 5 of 32 07/24/2025
Bid Item List - Additive - Proposal 2
$25,000.00
Item No. Quantity Unit Item Item Price Extension
Description
Alternate: Owner-agency may award independently from entire bid.
CHAINLINK
14 1 LS GATE $25,000.00 $25,000.00
REPLACEMENT
Alternate Total: $25,000.00
Total: $25,000.00
Page 6 of 32 07/24/2025
Evaluation of Bid Item List - Proposal 3
Abbreviations used in the bid proposal sheet are identified in Section 1-1.06, "Abbreviations," of these special provisions.
Bids are required for the entire work. Bids will be compared on the basis indicated in the Notice to Bidders. The bidder shall set
forth for each unit basis item of work a unit price and a total for the item, and for each lump sum item a total for the item, all in
clearly legible figures in the respective spaces provided for that purpose. In the case of unit basis items, the amount set forth
under the "Item Total" column shall be the product of the unit price bid and the estimated quantity for the item.
In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price shall prevail, except as
provided in (a) or (b), as follows:
(a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount as
the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be
divided by the estimated quantity for the item and the price thus obtained shall be the unit price;
(b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one
hundred, etc., or one-tenth, or one-hundredth, etc. from the entered total, the discrepancy will be resolved by using the
entered unit price or item total, whichever most closely approximates percentage-wise the unit price or item total in the
Owner's Final Estimate of cost.
If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular.
Likewise, if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular
unless the project being bid has only a single item and a clear, readable total bid is provided.
Symbols such as commas and dollar signs will be ignored and have no mathematical significance in establishing any unit price or
item total or lump sums. Written unit prices, item totals and lump sums will be interpreted according to the number of digits and, if
applicable, decimal placement. Cents symbols also have no significance in establishing any unit price or item total since all figures
are assumed to be expressed in dollars and/or decimal fractions of a dollar. Bids on lump sum items shall be item totals only; if
any unit price for a lump sum item is included in a bid and it differs from the item total, the items total shall prevail.
The foregoing provisions for the resolution of specific irregularities cannot be so comprehensive as to cover every omission,
inconsistency, error or other irregularity which may occur in a bid. Any situation not specifically provided for will be determined in
the discretion of the Owner, and that discretion will be exercised in the manner deemed by the Owner to best protect the public
interest in the prompt and economical completion of the work. The decision of the Owner respecting the amount of a bid, or the
existence or treatment of an irregularity in a bid, shall be final.
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 Owner, within eight (8) days not including Saturdays, Sundays and legal
holidays, after the bidder has received notice of award of the contract, the Owner, 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.
Page 7 of 32 07/24/2025
Bid Security - Proposal 4
Bond Percentage
10.00%
Guarantee Method
Electronic Bid Bond
You must either attach an electronic bid bond here or provide an original bid bond (or other form of bid security authorized by
Public Contract Code Section 20129(a)) to the office location according to the instructions in the Notice to Bidders prior to the bid
opening.
Electronic Bid Bond
Bond ID * Surety Agency * Verify Bid Bond
83A8-A344-EDA9-3D62 Tinubu Surety (formerly Bid bond verification has
SurePath) been completed.
Surety State * Principal *
MS W.M. Lyles Co
Page 8 of 32 07/24/2025
Addendum Acknowledgement - Proposal 4
Bidders must acknowledge all addenda. The Bidder acknowledges receipt of the following ADDENDA:
(Enter the number the Designer has assigned to each of the addenda that the Bidder is acknowledging)
Type N/A if no addenda were issued. Click "+" to add additional fields.
Addendum No. *
1
Dated
7/17/25
Type N/A if no addenda were issued. Click "+" to add additional fields. 1
Addendum No. *
2
Dated
7/23/25
Page 9 of 32 07/24/2025
Bidder Signature - Proposal 4
Business Name
W. M. Lyles Co.
Note: If bidder or other interested person is a corporation, state legal name of corporation. If bidder is a co-partnership, state true
name of firm.
Type of Business
Corporation - list Officers
Business Owners and Officers Names
Kenneth D. Strosnider, President/Treasurer/Manager
Ruben Moreno Jr., Secretary
Note: If bidder or other interested person is:
• a corporation, list names of the president, secretary, treasurer and manager thereof
• a partnership, list names of all individual co-partners composing firm.
• an individual, state first and last name in full.
Note: List majority owners of your firm. If multiple owners, list all. (SB1439)
Licensed in accordance with an act providing for the registration of Contractors:
Class
A,B
Contractor License No. * Expires
422390 05/31/2026
DIR Registration Number
1000001448
Business Address
525 W. Alluvial Avenue, Fresno, CA
Page 10 of 32 07/24/2025
Zip Code
93711
Mailing Address
P.O. Box 28130, Fresno, CA
Zip Code
93729
Business Phone * Fax Number
(559) 441-1900 (559) 487-7949
E-mail Address *
kstrosnider@wmlylesco.com
Signature of Bidder
Kenneth D. Strosnider
NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the
officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm
shall be set forth above together with the signature of the partner or partners authorized to sign contracts on behalf of the co-
partnership; and if bidder is an individual, bidder signature shall be placed above. If signature is by an agent, other than an officer
of a corporation or a member of a partnership, a Power of Attorney must be on file with the Owner prior to opening bids or
submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.
Page 11 of 32 07/24/2025
Non-Collusion Declaration - Proposal 5
CDBG PROJECT NUMBER: 21271
To the County of Fresno:
NON-COLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID*
The undersigned declares:
I am the (Choose one of the following options):
Corporate Officer
If Corporate Officer please list Title:
President
of (Business Name):
W.M. Lyles Co.
the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or
corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other
bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any
bidder or anyone else to put in a sham bid, or refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any
member or agent thereof, and has not paid, and will not pay, any person or entity for that purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability
company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does
execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this
declaration is executed on
Date: *
07/21/2025
at City, State:
Fresno, CA
Signature:
Kenneth D. Strosnider
Page 12 of 32 07/24/2025
(See Title 23 United States Code Section 112; Calif Public Contract Code Section 7106)
*NOTE: Completing, signing, and returning the Non-Collusion Declaration is a required part of the Proposal. Bidders are cautioned
that making a false certification may subject the certifier to criminal prosecution.
Page 13 of 32 07/24/2025
Public Contract Code - Proposal 6-7
Public Contract Code Section 10285.1 Statement - Proposal 6
In conformance 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
Choose an option: *
Has not been convicted
within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion,
conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or
performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in
Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State
University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or
responsible managing employee thereof, as referred to in Section 10285.1.
The above Statement is part of the Bid. Signing this Bid 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 - Proposal 7
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following
questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been
disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because
of a violation of law or a safety regulation?
Choose an option:
No
If the answer is No, please type N/A. If the answer is Yes, explain the circumstances in the following space.
N/A
Public Contract Code Section 10232 Statement - Proposal 7
In conformance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury, that no more than
Page 14 of 32 07/24/2025
one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the
immediately preceding two-years period because of the Contractor's failure to comply with an order of the National Labor Relations
Board.
Note: The above Statement and Questionnaire are part of the Bid. Signing this Bid 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.
Page 15 of 32 07/24/2025
Subcontractors - Proposal 8(a)
The following named subcontractor(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. Each listed subcontractor's name, location of business and description of work, and both their contractor's license
number and public works contractor registration number, issued pursuant to Section 1725.5 of the Labor Code, are REQUIRED, by
Section 4104 of the California Public Contract Code, to be submitted prior to bid opening. (The "location of business" must specify
the city in which the subcontractor's business is located, and the state if other than California.) All other requested information
shall be submitted, either with the bid or within 24 hours after bid opening.
Please fill out as completely as possible when submitting your bid. Use subcontractor's business name style as registered with the
License Board.
FAILURE TO LIST SUBCONTRACTORS AS DIRECTED MAY RENDER THE BID NON-RESPONSIVE, OR MAY RESULT IN
ASSESSMENT OF A PENALTY AGAINST THE BIDDER IN ACCORDANCE WITH SECTION 4110 OF THE CALIFORNIA
PUBLIC CONTRACT CODE.
Subcontractor: To add more subcontractor listings, click the "+" to add additional fields.
Subcontractor: *
Strategic Mechanical Inc.
Business Address *
4661 East Commerce Avenue, Fresno, CA
Class
C-10
License No.
834679
DIR Registration No.
1000001726
Item No. or Description of Work
Electrical
Dollar Amount: OR Percentage of Total Bid:
4%
Email Address:
dtitus@strategicmech.com
Page 16 of 32 07/24/2025
Subcontractors - Proposal 8(b)
Optional: Vendor is not required to complete.
Subcontractor: To add more subcontractor listings, click the "+" to add additional fields.
Subcontractor: *
Wm B. Saleh Company
Business Address *
1364 N. Jackson Ave., Fresno, CA
Class
C-33
License No.
268108
DIR Registration No.
1000003170
Item No. or Description of Work
Painting
Dollar Amount: OR Percentage of Total Bid:
3.00%
Email Address:
mark@salehcompany.com
Page 17 of 32 07/24/2025
Subcontractors - Proposal 8(c)
Optional: Vendor is not required to complete.
Subcontractor: To add more subcontractor listings, click the "+" to add additional fields.
Subcontractor:
Yukon Fencing
Business Address
340 Renfro Rd., Bakersfield, CA
Class
C-13
License No.
769187
DIR Registration No.
1000010546
Item No. or Description of Work
Fencing
Dollar Amount: OR Percentage of Total Bid:
5.00%
Email Address:
yukonfence@gmail.com
Subcontractor: To add more subcontractor listings, click the "+" to add additional fields. 1
Subcontractor: *
Pacific Steel Group
Business Address
4805 Murphy Canyon Rd., San Diego, CA
Class
C-50
License No.
997880
Page 18 of 32 07/24/2025
DIR Registration No.
1000004101
Item No. or Description of Work
Rebar
Dollar Amount: OR Percentage of Total Bid:
1.00%
Email Address:
j.harautuneian@pacificsteelgroup.com
Page 19 of 32 07/24/2025
California Code of Regulations: General Requirements for In-Use Off-Road Diesel-Fueled
Fleets - Proposal 9
In conformance with Title 13 § 2449(i), bidders will be required to attach copies of valid Certificates of Reported Compliance for
the fleet selected for the contract and their listed subcontractors.
Before May 15th of each year, the prime contractor must collect a new valid Certificate of Reported Compliance for the current
compliance year, as defined in section 2449(n), from all fleets that have an ongoing contract with the prime contractor as of March
1 of that year. Prime contractors must not write contracts to evade this requirement. Annual renewals must be provided to the
Resident Engineer at least one week prior to the expiration date of the current certificate.
https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-contracting-requirements
Choose all that apply:
❑✓ Bidder's Certificate of Reported Compliance has been attached to the bid.
❑Bidder does not have a fleet subject to this regulation as outlined in Section 2449(i)(1)-(4).
❑Listed subcontractors' Certificate of Reported Compliance have been attached.
❑The following subcontractors do not have a fleet subject to this regulation as outlined in Section 2449(i)(1)-(4):
Subcontractors
❑✓ Additional information regarding subcontractor fleets and/or certificates will be submitted within five (5)
calendar days of the bid opening.
FAILURE TO PROVIDE THE CERTIFICATES OF REPORTED COMPLIANCE AS DIRECTED MAY RENDER THE BID NON-
RESPONSIVE.
Page 20 of 32 07/24/2025
Certification With Regard To The Performance Of Previous Contracts Or Subcontracts
Subject To The Equal Opportunity Clause And The Filing Of Required Reports - Proposal 10
The bidder or proposed subcontractor hereby certifies that they
Please choose an option below
have participated
in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or
11246, and that they
Please select an option below
have 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 filing requirements.
Company *
W. M. Lyles Co.
By: *
Kenneth D. Strosnider
Title *
President
Date *
07/21/2025
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.
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
Director, Office of Federal Contract Compliance, U. S. Department of Labor.
Page 21 of 32 07/24/2025
Page 22 of 32 07/24/2025
Title 49, Code Of Federal Regulations, Part 29 - Debarment And Suspension Certification -
Proposai 11
The bidder or proposed subcontractor under penalty of perjury, certifies that, except as noted below, he/she or any 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 no exceptions enter "No Exceptions." If there are any exceptions to this certification, insert the exceptions in
the following space:
No Exceptions
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:
N/A
Note: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing the Proposal on the signature portion thereof shall also constitute signature
of this Certification.
By my signature on this proposal, I certify, under penalty of perjury under the laws of the State of California and the United States
Page 23 of 32 07/24/2025
of America, that the Title 23 United States Code, Section 112 Non-Collusion Declaration and the Title 49 Code of Federal
Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Company *
W.M. Lyles Co.
By *
Kenneth D. Strosnider
Date *
07/21/2025
Title *
President
Page 24 of 32 07/24/2025
Nonlobbying Certification For Federal-Aid Contracts - Proposal 12
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 awarding of any cooperative agreement, and
the extension, continuation, renewal, amendment, or INSTALLATION 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 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," 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 *
W. M. Lyles Co.
By *
Kenneth D. Strosnider
Date *
07/21/2025
Title *
President
Page 25 of 32 07/24/2025
Disclosure of Lobbying Activities- Proposal 13
OMB 0348-0046 Disclosure of Lobbying Activities - Proposal 13 (223 KB)
Disclosure of Lobbying Activities
Page 26 of 32 07/24/2025
Certification of Payments to Influence Federal Transactions - Proposal 14
Certification of Payments to Influence Federal Transactions (290 KB)
Certification of Payments to Influence Federal Transactions
Page 27 of 32 07/24/2025
Statement of Workforce Needs - Proposal 15
Statement of Work Force Needs.pdf (691 KB)
Statement of Work Force Needs (Optional)
Page 28 of 32 07/24/2025
Proposal 16-18
NOT USED
Page 29 of 32 07/24/2025
Guaranty - Proposal 19
Optional: Vendor is not required to complete.
(This guaranty shall be executed by the successful bidder in accordance with instructions in the special provisions. The bidder may
execute the guaranty on this page at the time of submitting their bid.)
GUARANTY
To the Owner: County of Fresno
CONTRACT NUMBER 25-01-CD
The undersigned guarantees the construction and installation of the following work included in this project:
ALL WORK
Should any of the materials or equipment prove defective or should the work as a whole prove defective, due to faulty
workmanship, material furnished or methods of installation, or should the work or any part thereof fail to operate properly as
originally intended and in accordance with the plans and specifications, due to any of the above causes, all within twelve (12)
months after date on which this contract is accepted by the Owner, the undersigned agrees to reimburse the Owner, upon
demand, for its expenses incurred in restoring said work to the condition contemplated in said project, including the cost of any
such equipment or materials replaced and the cost of removing and replacing any other work necessary to make such replacement
or repairs, or, upon demand by the Owner, to replace any such material and to repair said work completely without cost to the
Owner so that said work will function successfully as originally contemplated.
The Owner shall have the unqualified option to make any needed replacement or repairs itself or to have such replacements or
repairs done by the undersigned. In the event the Owner elects to have said work performed by the undersigned, the undersigned
agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within a reasonable
time after the receipt of demand from the Owner.
Date: *
7/21/25
Name (Printed):
Kenneth D. Strosnider
Signature: *
Kenneth D. Strosnider
Title: *
President
Contractor:
W.M. Lyles Co.
Page 30 of 32 07/24/2025
Additional Documents (Use if needed)
Name Omission Terms Submitted
File
Optional: Vendor is not required to complete.
I am not
enclosing this
Not Required document
Extra Space if needed Extra space not needed because the
omission terms
have been
met.
I am not
enclosing this
Not Required document
Extra Space if needed Extra space not needed because the
omission terms
have been
met.
I am not
enclosing this
Not Required document
Extra Space if needed Extra space not needed because the
omission terms
have been
met.
3 Required Documents
Page 31 of 32 07/24/2025
Required Documents
Name Omission Terms Submitted
File
Electronic Bid Bond - Scan of Bid Bond I have already provided a bid bond, i.e. through
Scan of Notarized Paper Bid Bond with original an electronic Surety above or to the public works Bid Bond.pdf
due by 4pm on the 5th calendar day after the bid office prior to the deadline.
opening.
CARB Certification of Reported Compliance -
Bidder - Proposal 9 Does not have a fleet subject to this regulation. WML CARB
Valid CARB Certification of Reported Compliance Cert.pdf
- Bidder
CARB Certification(s) of Reported Compliance - Due by 4pm on the 5th calendar day after bid
Subcontractors - Proposal 9 opening or no listed subcontractors have a fleet Yukon Carb
Valid CARB Certification(s) of Reported subject to this regulation. Cert.pdf
Compliance - Subcontractors
OMB 0348-0046 Disclosure of Lobbying Activites Disclosure of
- Proposal 13 Submit disclosure if needed. Lobbying
Complete this form to disclose lobbying activities Activities -
pursuant to 31 U.S.C. 1352 Propal 13.pdf
Certification of Payments to Influence Federal Certification of
Transactions - Proposal 14 Payments -
Certification of Payments to Influence Federal Proposal
Transactions 14.pdf
Statement of
Statement of Work Force Needs - Proposal 15 Workforce
Statement of Work Force Needs (Optional) Due by time of contract award Needs -
Proposal
15.pdf
6 Required Documents
Page 32 of 32 07/24/2025
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N/A
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 Subawardec,
Enter Name and Address of Prime:
❑ Prime ❑ Subawardee
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 Signature:
was placed by the tier above when his transaction was made or
entered into. This disclosure is required pursuant to 31 U.S C Print Name: Kan th D,Strosn der
1352- This information will be reported to Congress
semiannually and will be available for public inspection. Any presider
person who fails to file the required disclosure shall be subject Title:
to a civil penalty of not less than$10,000 and not more than
$100,000 for each such fail ure. Telephone No.: (559)441-1900 Dale: 7-
Authorized for Local Reproduction
Federal Use Only: Standard Form-LLL
Standwd Form LLL Rey 04-28-06
Proposal 13(a) May 8, 2013
OMB 0348-0046
INSTRUCTIONS FOR COMPLETING ENHIBIT 10-Q 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 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 tiling 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 I). 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 I (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. Enter the full name,address,city,state.and zip code of the lobbying entity engaged by the reporting entity identified in Item 4 to
influence the covered federal action.
11. 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(MI).
12. 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.
13. Check all boxes that apply. If payment is made through an in-kind contribution,specify the nature and value of the in-kind
payment.
14. Check all boxes that apply. If other,specify nature.
15. 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.
16. Check whether or not a continuation sheet(s)is attached.
17. The certifying official shall sign and date the form,and print his/her name title and telephone number.
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-Instrctions Rev,06-04
Proposal 13(b) May 8, 2013
OMB Approval No. 2577-0157(Exp. 1/31/2027)
Certification of Payments U.S.Department of Housing
and Urban Development
to Influence Federal Transactions Office of Public and Indian Housing
Public reporting burden for this information collection is estimated to average 30 minuies,includmg the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and
completing and reviewing[he collection of information. The information requested is required to obtain a benefit This form is used to ensure federal funds are not used to influence members of Congress. There are no
assurances of confidentiality HUD may not conduct or sponsor,and an applicant IS no[required to respond to a collection of information unless it displays a currently valid OMB control number Comments regarding
the accuracy of this burden estimate and any suggestions for reducing this burden can be sent to the Reports Management Officer.Office of Policv Development and Research,REE.Deparmrent of Housing and Urban D—lopnrent,d51 7th SI SW.
Room 4176.Washington.DC'_0410-5000 When prm iding comments please refer to O,vfB 4ppmval No 2577-0157
Applicant Name
W. M. Lyles Co.
Program/Activity Receiving Federal Grant Funding
CSA 44A WASTEWATER FACILITY IMPROVEMENTS COMMUNITY DEVELOPMENT BLOCK GRANT(CDBG)PROJECT NUMBER:21271
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be (3) The undersigned shall require that the language of this
paid, by or on behalf of the undersigned, to any person for certification be included in the award documents for all subawards
influencing or attempting to influence an officer or employee of at all tiers (including subcontracts, subgrants, and contracts
an agency, a Member of Congress, an officer or employee of under grants, loans, and cooperative agreements) and that all
Congress, or an employee of a Member of Congress in connec- sub recipients shall certify and disclose accordingly.
tion with the awarding of any Federal contract, the making of any
This certification
Federal grant, the making of any Federal loan, the entering into fication is a material representation of fact upon which
of any cooperative agreement, and the extension, continuation, reliance was placed when this transaction was made or entered
renewal, amendment, or modification of any Federal contract, into. Submission of this certification is a prerequisite for making
grant, loan,or cooperative agreement. or entering into this transaction imposed by Section 1352, Title
31, U.S. Code. Any person who fails to file the required
(2) If any funds other than Federal appropriated funds have certification shall be subject to a civil penalty of not less than
been paid or will be paid to any person for influencing or $10,000 and not more than $100,000 for each such failure.
attempting to influence an officer or employee of an agency, a
Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with this
Federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit Standard Form-LLL,
Disclosure Form to Report Lobbying, in accordance with its
instructions.
f hereby certify that all the information stated herein,as well as any information provided in the accompaniment herewith,is true and accurate.
Warning: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties. (18 U.S.C. 1001, 1010,
1012; 31 U.S.C.3729, 3802)
Name of Authorized Official Title
Kenneth D. Strosnider President
Date(mmlddfyyyy)
Previous edition is obsolete Proposal 14 form HUD 60071 (01/14)
STATEMENT OF WORK FORCE NEEDS
0 Preliminary(Anticipated) (See following for instructions)
Final(Completion)
CSA 44A Wastewater Facility Improvements
PROJECT: Community Development Contract No.25-01-CD
CDBG No. 21271
Part I: Employment and Training
NEW HIRES FOR THIS PROJECT AGGREGATE
WORK FORCE
A. Job Category B. Total C. No. of D. % of Total Staff E. % of Total Staff F. Number of
Number of Lower Income Hours of New Hires Hours for Lower Lower Income
New Hires New Hires that are Lower Income Employees Trainees
Income &Trainees
Professionals
Technicians
Office/Clerical
Construction by Trade (List)
Trade
Trade
Trade
Trade
Trade
Trade
Other(List)
Total
BIDDER: W, M. L I Co,
BY: DATE:
Ken eth D Strosn er
TITLE: Presi4nt Page 1 of 2
Proposal 15
STATEMENT OF WORK FORCE NEEDS
[3 Preliminary(Anticipated) (See following for instructions)
❑ Final(Completion)
CSA 44A Wastewater Facility Improvements
PROJECT: Community Development Contract No. 25-01-CD
CDBG No. 21271
Part II: Contracts Awarded
1. Construction Contracts
A. Total dollar amount of all contracts awarded on the project $
B. Total dollar amount of contracts awarded to Section 3 businesses $
C. Percentage of total dollar amount that was awarded to Section 3 businesses %
D. Total number of Section 3 businesses receiving contracts
2. Non-Construction Contracts
A. Total dollar amount of non-construction contracts awarded on the project $
B. Total dollar amount of non-construction contacts awarded to Section 3 businesses $
C. Percentage of total dollar amount that was awarded to Section 3 businesses %
D. Total number of Section 3 businesses receiving non-construction contracts
Part III: Summary
Indicate the efforts made to direct the employment and other economic opportunities generated by this project, to the
greatest extent feasible, toward low and very-low income persons, particularly those who are recipients of government
assistance for housing. (Check all that apply)
Attempted to recruit low-income residents through: local advertising media, signs prominently displayed at the project
site, contracts with the community organizations and public or private agencies operating within the County, or similar
methods.
Participated in a HUD program or other program which promotes the training or employment of Section 3 residents.
Participated in a HUD program or other program which promotes the award of contracts to business concerns which
meet the definition of Section 3 business concerns.
Coordinated with Youthbuild Programs administered in the metropolitan area in which the project is located.
Other; describe below.
BIDDER: W. M. L e o.
BY: DATE: 7-2(-2Z
Kenne D Strosn er
TITLE: Presid nt Page 2 of 2
Proposal 15
INSTRUCTIONS FOR STATEMENT OF WORK FORCE NEEDS
This form must be completed and submitted by the Bidder prior to award of the Contract. Award may be
expedited if the form is submitted with the Bid. Failure to submit the form prior to award will result in
rejection of the bid. '
The form will also be submitted by the Prime Contractor upon completion of the project.
When submitting with bid or prior to award, enter anticipated work force needs. When submitting at project
completion, enter actual work force used.
Contractors on this project are subject to Section 3 requirements and must maintain appropriate
documentation to establish that HUD financial assistance for the project was directed toward low-and very-
low income persons.*
Part I: Employment and Training
A. Job Category For construction positions, list each trade and provide data in
Columns B-F for each trade where persons were employed.
Enter the number of new hires for each category of workers identified
B. Number of New Hires in Column A. New hire refers to a person who is not on the
contractor's payroll for employment at the time of Selection for the
Section 3 covered award.
C. Number of Lower Income New Hires Enter the number of lower income new hires for each category of
workers identified in Column A.
D. Percentage of Lower Income New Hire Enter the percentage of all the staff hours of new hires worked by
Staff Hours lower income new hires. Include staff hours for part-time and full-
time positions.
E. Percentage of Total Staff Hours for Lower Enter the percentage of the total staff hours worked by lower income
Income Employees&Trainees employees and trainees. Include staff hours for part-time and full-
time positions.
F. Number of Lower Income Trainees Enter the number of lower income persons that were trained in
connection with this project.
Part II: Construction Contracts
Where referenced, Section 3 businesses are defined in HUD's regulations at 24 CFR 135 as businesses which meet at
least one of the criteria listed below:
1. A business that is at least 51 percent owned by Section 3 residents.
2. A business whose permanent, full-time employees include persons, at least 30% of whom are currently Section
3 residents, or within three years of the date of first employment with the business concern were Section 3
residents.
3. A business that provides evidence of a commitment to subcontract in excess of 25% of the dollar award of all
subcontracts to be awarded to business concerns that meet the qualifications set forth in criteria 1 or 2.
Part III: Summary of Efforts - Self-explanatory
* For purposes of this Section 3 covered project, "lower income residents" means any individual who resides
within the area of a Section 3 covered project, and whose family income does not exceed that shown in the
table below.
PROJECT AREA NUMBER OF PERSONS IN FAMILY
FRESNO COUNTY
1 2 3 4 5 6 7 8
80% of Median Income 52,600 60,100 67,600 75,100 81,150 87,150 93,150 99,150
Proposal 15
AGREEMENT
THIS AGREEMENT made at Fresno, in Fresno County, California, by and between W.M. Lyles Co., a
California Corporation, hereinafter called the Contractor, and the County of Fresno hereinafter called the
Owner, both of whom may be referred to individually as a Party, or jointly as Parties.
WITNESSETH that the Contractor and the Owner, for the consideration hereinafter named, agree as
follows:
ARTICLE I. The Contractor agrees to furnish all labor and materials, including tools, implements, and
appliances required, but excluding such materials as are mentioned in the specifications to be furnished
by the Owner, and to perform all the work in a good and workmanlike manner, free from any and all liens
and claims of mechanics, materialmen, teamsters, subcontractors, artisans, machinists, and laborers
required for:
CSA 44A WASTEWATER FACILITY IMPROVEMENTS
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) PROJECT NUMBER: 21271
CONTRACT NUMBER: 25-01-CD
all in strict compliance with the Plans, Drawings, Specifications, and other Contract documents prepared
by the Owner relating thereto.
ARTICLE II. The Contractor and the Owner agree that the Notice to Bidders and Special Provisions,
the Wage Scale (Prevailing Wages), the Plans and Drawings, Addenda and Bulletins thereto, and the
Proposal (Bid Book) hereto attached, together with this Agreement, form the Contract, and they are as
fully a part of the Contract as if hereto attached or herein repeated.
All portions of the Standard Specifications of the State of California, Department of Transportation, dated
2023, which are not in conflict with this Contract shall be deemed a part of the Specifications as though
fully therein set forth; provided, however, that revisions to the said Standard Specifications shall apply
only to the extent, if any, included in the Project Details of these Specifications or as otherwise
incorporated directly herein. No part of said Specifications which is in conflict with any portion of this
Agreement, or which is not actually descriptive of the work to be done thereunder, or of the manner in
which said work is to be executed, shall be considered as any part of this Agreement, but shall be utterly
null and void.
ARTICLE III. The Owner agrees to pay the Contractor in current funds for the performance of the
Contract the sum of THREE HUNDRED SIXTY-THREE THOUSAND EIGHT HUNDRED THIRTY-
THREE DOLLARS AND 001100 ($363.833.00). it being understood that said price is based upon the
estimated quantities of materials to be used as set forth in the Proposal, except where provisions are
made in the Contract documents whereby the estimated quantities shall constitute the final quantity; that
upon completion of the Project the final Contract prices shall be revised by change order, if necessary,
to reflect the true quantities used at the stated unit price thereof as contained in the Contractor's Proposal
hereto attached. Payments on account thereof will be made as set forth in the Special Provisions.
ARTICLE IV. If the Contractor should be adjudged a bankrupt, or if he or she should make a general
assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his
or her insolvency, or if he or she or any of his or her subcontractors should persistently violate any of
Contract Number 25-01-CD Agreement - 1
the provisions of the Contract, or if he or she should persistently or repeatedly refuse or should fail,
except in cases for which extension of time is provided, to supply enough properly skilled workmen or
proper materials, or if he or she should fail to make prompt payment to subcontractors or for material or
labor, or persistently disregard laws, ordinances or the instructions of the Engineer (as defined in
California Department of Transportation Standard Specifications 1-1.07, and as modified by Owner's
Special Provisions), then the Owner may, upon certificate of the Engineer, serve written notice upon the
Contractor and their surety of its intention to terminate the Contract, and unless within five (5) days after
the serving of such notice, such violations shall cease and satisfactory arrangements for correction
thereof be made, the Contract shall, upon the expiration of said five (5) days, cease and terminate.
In the event of any such termination, the Owner shall immediately serve written notice thereof upon the
surety and the Contractor, and the surety shall have the right to take over and perform the Contract,
provided, however, that if the surety within ten (10) days after the serving upon it of notice of termination
does not give the Owner written notice of its intention to take over and perform the Contract or does not
commence performance thereof within the ten (10) days stated above from the date of the serving of
such notice, the Owner may take over the work and prosecute the same to completion by contract or by
any other method it may deem advisable, for the account and at the expense of the Contractor, and the
Contractor and their surety shall be liable to the Owner for any excess cost occasioned the Owner
thereby, and in such event the Owner may without liability for so doing, take possession of and utilize in
completing the work such materials, appliances, construction plant and other property belonging to the
Contractor as may be on the site of the work and necessary therefor. 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 expenses of finishing the work, including compensation for additional
managerial and administrative services, such excess shall be paid to the Contractor. If such expense
exceeds such unpaid balance, the Contractor shall pay the difference to the Owner. The expense
incurred by the Owner, as herein provided and damage incurred through the Contractor's default, shall
be certified by the Engineer.
ARTICLE V. To the fullest extent permitted by law with respect to any work required to be done under
this Contract, the Contractor will indemnify and hold harmless the Owner, State of California, United
States of America, and all other participating public agencies, whether or not said agencies are named
herein, who have jurisdiction within the areas in which the work is to be performed, and all officers and
employees of the Owner, the State, the United States and said other participating agencies, from any
and all costs and expenses, attorney fees and court costs, damages, liabilities, claims and losses
occurring or resulting to Owner in connection with the performance, or failure to perform, by Contractor,
its officers, agents or employees under this Agreement and the Contract, and from any and all costs and
expenses, attorney fees and court costs, damages, liabilities, claims and losses occurring or resulting to
any person,firm or corporation who may be injured or damaged by the performance, or failure to perform,
of Contractor, its officers, agents or employees under this Agreement and the Contract. In addition,
Contractor agrees to indemnify Owner for Federal, State of California and/or local audit exceptions
resulting from non-compliance herein on the part of Contractor.
Contractor agrees to indemnify, save, hold harmless, and at Owner's request, defend the Owner, its
officers, agents, and employees from any and all costs and expenses, damages, liabilities, claims, and
losses occurring or resulting to Owner in connection with the performance, or failure to perform, by
Contractor, its officers, agents, or employees under this Agreement and the Contract, and from any and
all costs and expenses, damages, liabilities, claims, and losses occurring or resulting to any person,
firm, or corporation who may be injured or damaged by the performance, or failure to perform, of
Contractor, its officers, agents, or employees under this Agreement and the Contract.
The Certificate of Insurance shall be issued to the County of Fresno and all other participating agencies,
whether or not said agencies are named herein,who contribute to the cost of the work or have jurisdiction
Contract Number 25-01-CD Agreement -2
over areas in which the work is to be performed and all officers and employees of said agencies while
acting within the course and scope of their duties and responsibilities.
In the event Contractor fails to keep in effect at all times insurance coverage as herein provided, the
Owner may, in addition to other remedies it may have, suspend or terminate this Agreement upon the
occurrence of such event.
All policies shall be with admitted insurers licensed to do business in the State of California. Insurance
purchased shall be purchased from companies possessing a current AM Best Company rating of A FSC
VI or better.
Without limiting the Owner's right to obtain indemnification from Contractor or any third parties,
Contractor, at its sole expense, shall maintain in full force and effect, the following insurance policies or
a program of self-insurance, including but not limited to, an insurance pooling arrangement or Joint
Powers Agreement (JPA)throughout the term of the Agreement:
A. Commercial General Liability
Commercial General Liability Insurance with limits not less than those shown in the following table:
Liabilit Insurance Requirements
For each Aggregate for General Umbrella or
Total bid occurrences products/completed aggregate excess liability
operation
<_ $1,000,000 $1,000,000 $2,000,000 $2,000,000 $5,000,000
> $1,000,000
<_ $10,000,000 $1,000,000 $2,000,000 $2,000,000 $10,000,000
> $10,000,000
:5 $25,000,000 $2,000,000 $2,000,000 $4,000,000 $15,000,000
> $25,000,000 $2,000,000 $2,000,000 $4,000,000 $25,000,000
aCombined single limit for bodily injury and property damage.
bThis limit must apply separately to your work under this Contract.
'The umbrella or excess policy must contain a clause stating that it takes effect (drops down) in the
event the primary limits are impaired or exhausted.
This policy shall be issued on a per occurrence basis. Owner may require specific coverages including
completed operations, products liability, contractual liability, Explosion-Collapse-Underground, fire legal
liability, or any other liability insurance deemed necessary because of the of the nature of this Contract.
Such Commercial General Liability insurance shall name the County of Fresno, its officers, agents, and
employees, individually and collectively, as additional insured, but only insofar as the operations under
this Agreement and Contract are concerned. Such coverage for additional insured shall apply as primary
insurance and any other insurance, or self-insurance, maintained by Owner, its officers, agents and
employees shall be excess only and not contributing with insurance provided under Contractor's policies
herein. This insurance shall not be cancelled or changed without a minimum of thirty (30) days advance
written notice given to Owner. Contractor shall obtain endorsements to the Commercial General Liability
insurance policy naming the County of Fresno as an additional insured and providing for a thirty(30)day
prior written notice of cancellation or change in terms or coverage.
Within eight(8) days from date Contractor executes this Agreement, Contractor shall provide certificates
of insurance and endorsement as stated above with the applicable contract number for all of the
Contract Number 25-01-CD Agreement - 3
foregoing policies, as required herein, to the County of Fresno, or to
designservices(a)fresnocountyca.gov, stating that such insurance coverages have been obtained and
are in full force; that the County of Fresno, its officers, agents and employees will not be responsible for
an premiums on the policies; that such Commercial General Liability insurance names the County of
Fresno, its officers, agents, and employees, individually and collectively, as additional insured, but only
insofar as the operations under this Agreement and Contract are concerned; that such coverage for
additional insured shall apply as primary insurance an any other insurance, or self- insurance shall not
be cancelled or changed without a minimum of thirty (30) days advance, written notice given to Owner.
Contractor shall obtain endorsements to the Commercial General Liability insurance naming the County
of Fresno, its officers, agents, and employees, individually and collectively, as additional insured, but
only insofar as the operations under this Agreement and Contract are concerned. Such coverage for
additional insured shall apply as primary insurance and any other insurance, or self-insurance,
maintained by Owner, its officers, agents, and employees shall be excess only and not contributing with
insurance provided under Contractor's policies herein. This insurance shall not be cancelled or changed
without a minimum or thirty (30) days advance written notice given to Owner.
B. Automobile Liability
Comprehensive Automobile Liability Insurance with limits of not less than One Million Dollars
($1,000,000) per accident for bodily injury and property damage. Coverage must include any auto used
in connection with this Agreement and Contract.
C. Professional Liability
If Contractor is a licensed professional or employs professional staff, (e.g., Architect, Engineer, Surveyor,
etc.) in providing services, Professional Liability Insurance with limits of not less than One Million Dollars
($1,000,000.00)per occurrence,Three Million Dollars($3,000,000.00)annual aggregate with a provision
for three (3) year tail coverage.
D. Worker's Compensation
A policy of Worker's Compensation insurance as may be required by the California Labor Code.
ARTICLE VI. Contractor represents that he or she has secured the payment of Worker's Compensation
in compliance with the provisions of the Labor Code of the State of California and during the performance
of the work contemplated herein will continue to comply with said provisions of said Code. Contractor
shall supply the Owner with certificates of insurance evidencing that Worker's Compensation Insurance
is in effect and providing that the Owner will receive ten (10) days' notice of cancellation. If Contractor
self-insures Worker's Compensation, Certificate of Consent to Self-insure should be provided to the
Owner.
ARTICLE VII. The Contractor shall forthwith furnish a faithful performance bond in an amount equal to
one hundred percent (100%) of the Contract price and a payment bond in an amount equal to one
hundred percent (100%)of the Contract price, both bonds to be written by a surety company acceptable
to the Owner and in the form prescribed by law.
The payment bond shall contain provisions such that if the Contractor or their subcontractors shall fail
to pay (a) amounts due under the Unemployment Insurance Code with respect to work performed under
the Contract, or (b) any amounts required to be deducted, withheld and paid over to the Employment
Development Department and to the Franchise Tax Board from the wages of the employees of the
Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with
Contract Number 25-01-CD Agreement -4
respect to such work and labor, then the surety will pay these amounts. In case suit is brought upon the
payment bond, the surety will pay a reasonable attorney's fee to be fixed by the court.
ARTICLE VIII. This Project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
Except as provided in Labor Code section 1725.5(f), no contractor or subcontractor may be listed on a
bid proposal for a public works project unless registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes
only under Labor Code section 1771.1(a)].
Except as provided in Labor Code section 1725.5(f), no contractor or subcontractor may be awarded a
contract for public work on a public works project or engage in the performance of work on any public
works project unless registered with the Department of Industrial Relations pursuant to Labor Code
section 1725.5.
Contractor shall comply with all applicable laws and regulations relating to wages and employment,
including all requirements imposed by the California Department of Industrial Relations (DIR).
Contractor shall cooperate with Owner to furnish timely all information necessary for Owner's completion
of the form required to be submitted by Owner when registering the Project on the DIR website; and
Owner thereafter shall provide to Contractor the "Project ID Number" assigned by DIR in order to
facilitate Contractor's submission to DIR of its certified payrolls for the Project, in the manner required
and using such form as may be prescribed by DIR, in accordance with the provisions of Labor Code
section 1771.4(a)(3).
ARTICLE IX: Governing Law — Venue for any action arising out of or relating to this Agreement and
Contract shall be in Fresno County, California. This Agreement and Contract shall be governed by the
laws of the State of California.
ARTICLE X: EXECUTIVE ORDER N-6-22: Under Executive Order N-6-22 as a contractor,
subcontractor, or grantee, compliance with the economic sanctions imposed in response to Russia's
actions in Ukraine is required, including with respect to, but not limited to, the federal executive orders
identified in the EO and the sanctions identified on the U.S. Department of the Treasury website
(https•//ofac treasury gov/sanctions-programs-and-country-information/russia-related-sanctions).
Failure to comply may result in the termination of contracts or grants, as applicable. Specially Designated
Nationals and Blocked Persons List (SDN) (https://sanctionslist.ofac.treas.gov/Home/SdnList).
ARTICLE XI: USE OF UNITED STATES FLAG VESSELS: The Contractor agrees:
(1) To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the
gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved,
whenever shipping any equipment. material, or commodities pursuant to this contract, to the extent such
vessels are available at fair and reasonable rates for United States-flag commercial vessels.
"(2) To furnish within 20 days following the date of loading for shipments originating within the United
States or within 30 working days following the date of loading for shipments originating outside the United
States. a legible copy of a rated, 'on-board' commercial ocean bill-of-lading in English for each shipment
of cargo described in paragraph (1) of this section to both the Contracting Officer (through the prime
contractor in the case of subcontractor bills-of-lading) and to the Division of National Cargo, Office of
Market Development, Maritime Administration, Washington, DC 20590.
"(3) To insert the substance of the provisions of this clause in all subcontracts issued pursuant to this
contract.
Contract Number 25-01-CD Agreement - 5
ARTICLE XII: MINIMUM FEDERAL WAGE RATES The Minimum Federal Wage Rates
Determination is hereby physically attached, in conformance with federal 10-day rule as a part of this
contract(Exhibit B). This wage rate determination applies to federal-aid contracts and all work performed
exceeding $2000 by subcontracts and subsequent lower-tier subcontracts and is required to be
physically included in each executed contract.
This Contract, 25-01-CD, was awarded by the Board of Supervisors on September 9. 2025. It has been
reviewed by the Department of Public Works and Planning and is in proper order for signature of the
Chairman of the Board of Supervisors.
IN WITNESS WHEREOF, they have executed this Agreement this��day of
2025
W. M. Lyles Co.. a California cor o—ration COUNTY OF FRESNO
(CONTRACTOR) (OWNER)
By ByG- '
Ke neth D. Stre6nider Ernest "Buddy" Me es, Chairman
of the Board of Supervisors of the
County of Fresno
Title President
ATTEST:
Bernice E. Seidel
Clerk of the Board of Supervisors
County of Fresno, State of California
By
Deputy c
Contract Number 25-01-CD Agreement -6
Exhibit A
"General Decision Number: CA2O25OO18 07/11/2025
Superseded General Decision Number: CA2O24OO18
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
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(1).
1If the contract is entered 1 . Executive Order 14026
linto on or after January 30, generally applies to the
12022, or the contract is contract.
renewed or extended (e.g., an The contractor must pay
loption is exercised) on or all covered workers at
after January 30, 2022: least $17.75 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.
JIf the contract was awarded onl . Executive Order 13658
for between January 1, 2015 andl generally applies to the
January 29, 2022, and the contract.
contract is not renewed or The contractor must pay alll
lextended on or after January covered workers at least 1
130, 2022: $13.30 per hour (or the
applicable wage rate listed)
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2025.
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
Contract Number 25-01-CD Agreement-7
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2025
1 01/10/2025
2 02/07/2025
3 02/21/2025
4 02/28/2025
5 03/07/2025
6 03/21/2025
7 05/23/2025
8 06/06/2025
9 06/27/2025
10 07/04/2025
11 07/11/2025
ASBE0016-004 05/01/2024
AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,
MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &
TOULMNE COUNTIES
AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA
CLARA COUNTIES
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)
Area 1. . . . . . . . . . . . . . . . . . . . . .$ 34.56 11.40
Area 2. . . . . . . . . . . . . . . . . . . . . .$ 36.53 9.27
----------------------------------------------------------------
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
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
Contract Number 25-01-CD Agreement-8
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
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
Contract Number 25-01-CD Agreement-9
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
enclosure less than 48"" in height, the premium will be
$1.00 per foot.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
----------------------------------------------------------------
CARP0084-003 07�01g
ontrac Num er D Agreement-10
Rates Fringes
Piledriver. . . . . . . . . . . . . . . . . . . . . . .$ 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
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
Eontract Number 25-01-CD Agreement-11
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,
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
Contract Number 25-01-CD Agreement-12
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
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
----------------------------------------------------------------
CARP0781-001 07�01g
ontrac Num er D Agreement-13
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 12/01/2024
SAN FRANCISCO COUNTY
Rates Fringes
Sound & Communications
Installer. . . . . . . . . . . . . . . . . . .$ 57.18 3%+27.15
Technician. . . . . . . . . . . . . . . . . .$ 65.76 3%+27.15
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 or5 power
tteesupply; inclusion or exclusion Hof
termir�ont�aoct Number M81 C;lrs of conductors determine -qX
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 03/01/2025
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 49.00 29.62
----------------------------------------------------------------
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
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 ❑Stallation, wire pull in and t25ting
Contract Number 250 ( u A eement-15
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.
----------------------------------------------------------------
ELECO234-001 12/23/2024
MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes
ELECTRICIAN
Zone A. . . . . . . . . . . . . . . . . . . . . .$ 68.16 31.29
Zone B. . . . . . . . . . . . . . . . . . . . . .$ 74.98 31.50
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
----------------------------------------------------------------
ELECO234-003 12/01/2021
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 tranit or rreeceive information; excludin17� other
Contra, umber 25-&f u Agree en - 6
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.
----------------------------------------------------------------
ELEC03O2-OO1 03/01/2025
CONTRA COSTA COUNTY
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 74.54 36.09
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 66.26 35.84
----------------------------------------------------------------
ELEC03O2-003 12/01/2023
CONTRA COSTA COUNTY
Rates Fringes
Sound & Communications
Installer. . . . . . . . . . . . . . . . . . .$ 48.44 27.60
Technician. . . . . . . . . . . . . . . . . .$ 55.71 27.82
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.
----------------------------------------------------------------
ELEC0332-OO1 06/01/2024
Contract Number 25-01-CD Agreement-17
SANTA CLARA COUNTY
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 100.25 46.72
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 87.17 46.33
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 12/01/2024
SANTA CLARA COUNTY
Rates Fringes
Sound & Communications
Installer. . . . . . . . . . . . . . . . . . .$ 56.68 28.35
Technician. . . . . . . . . . . . . . . . . .$ 65.18 28.61
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.
----------------------------------------------------------------
* ELEC0595-001 06/01/2025
ALAMEDA COUNTY
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
Contract Number 25-01-CD Agreement-18
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 12/01/2024
ALAMEDA COUNTY
Rates Fringes
Sound & Communications
Installer. . . . . . . . . . . . . . . . . . .$ 56.68 3%+26.65
Technician. . . . . . . . . . . . . . . . . .$ 65.18 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
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.
----------------------------------------------------------------
ELEC0595-008 12/01/2024
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
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
(in cld to t�lum�ea ,d01C�l�le pulling), on projects wh1'chh
Agreement-19
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.
----------------------------------------------------------------
ELEC0617-001 06/01/2025
SAN MATEO COUNTY
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 86.00 51.07
----------------------------------------------------------------
ELEC0617-003 12/01/2023
SAN MATEO COUNTY
Rates Fringes
Sound & Communications
Installer. . . . . . . . . . . . . . . . . . .$ 53.18 27.75
Technician. . . . . . . . . . . . . . . . . .$ 61.16 27.98
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.
----------------------------------------------------------------
ELEC0684-001 12/01/2024
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 48.50 30.09
CABLE SPLICER = 110% of Journeyman Electrician
----------------------------------------------------------------
ELEC0684-004 12/01/2024
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
Communications System
Intall �. . . . $ 45.28 2�8 01
ontrac umber�5-6T-fib' Agreemen -26
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.
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.
----------------------------------------------------------------
ELEC1245-001 01/01/2025
Rates Fringes
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:
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 07/01/2024
""AREA �"" WAGE RATR A�F LISTED BELOW Agreement 21 ontract um er
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1
RATES.
SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 64.15 30.89
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 62.62 30.89
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 61.14 30.89
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 59.76 30.89
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 58.49 30.89
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 57.17 30.89
GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 56.03 30.89
GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 54.89 30.89
GROUP 8-A. . . . . . . . . . . . . . . . . . .$ 52.68 30.89
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes. . . . . . . . . . . . . . . . . . . . .$ 52.30 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 43.79 31.15
Truck crane oiler. . . . . . . . . .$ 46.08 31.15
GROUP 2
Cranes. . . . . . . . . . . . . . . . . . . . .$ 50.54 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 42.83 31.15
Truck crane oiler. . . . . . . . . .$ 45.07 31.15
GROUP 3
Cranes. . . . . . . . . . . . . . . . . . . . .$ 48.80 31.15
Hydraulic. . . . . . . . . . . . . . . . . .$ 44.44 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 42.55 31.15
Truck crane oiler. . . . . . . . . .$ 44.83 31.15
GROUP 4
Cranes. . . . . . . . . . . . . . . . . . . . .$ 45.76 31.15
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
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. . . . . . . . . . . . . . . . . . . . .$ 53.27 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 43.72 31.15
Truck Crane Oiler. . . . . . . . . .$ 45.95 31.15
GROUP 2
ontract Number 25-01-CD Agreement-22
Cranes. . . . . . . . . . . . . . . . . . . . .$ 51.50 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 43.45 31.15
Truck Crane Oiler. . . . . . . . . .$ 45.73 31.15
GROUP 3
Cranes. . . . . . . . . . . . . . . . . . . . .$ 50.02 31.15
Hydraulic. . . . . . . . . . . . . . . . . .$ 45.07 31.15
Oiler. . . . . . . . . . . . . . . . . . . . . .$ 43.23 31.15
Truck Crane Oiler. . . . . . . . . .$ 45.46 31.15
GROUP 4
Cranes. . . . . . . . . . . . . . . . . . . . .$ 48.00 31.15
GROUP 5
Cranes. . . . . . . .
. . . . . . . . . . . . .$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 60.25 30.89
GROUP 1-A. . . . . . . . . . . . . . . . . .$ 62.72 30.89
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 58.99 30.89
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 57.66 30.89
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 56.52 30.89
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 55.38 30.89
UNDERGROUND:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 60.15 30.89
GROUP 1-A. . . . . . . . . . . . . . . . . .$ 62.62 30.89
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 58.89 30.89
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 57.56 30.89
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 56.42 30.89
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 55.28 30.89
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
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
grind�n&'C cNumnbe�'25 t�fi���5ng shield operator; HAgre�men tyZ3
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 pumperete 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
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-Rp�ro�elye auutomatically applied concrete Cwuring
Contract Num er 1-c u Agreement-14
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;
-----------------------------------------------------------
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 crw er land or barge mounted over 45 tons
Contract Number aw 1-Cb Afreement-25
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 pumperete 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
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] L
AREA ontractAgEDDA, C- A�(FDRAS, CONTRA COSTA, FR AESeO enl IWS,
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
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
Contract Number 25-01-CD Agreement-27
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
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 EOUNT�'
ontrao Number 25-01-CD Agreement-28
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
----------------------------------------------------------------
ENGIO003-019 07/01/2024
SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1. . . . . . . . . . . . . . . . . . . . .$ 52.40 28.52
AREA 2. . . . . . . . . . . . . . . . . . . . .$ 54.40 28.52
GROUP 2
AREA 1. . . . . . . . . . . . . . . . . . . . .$ 48.80 28.52
AREA 2. . . . . . . . . . . . . . . . . . . . .$ 50.80 28.52
GROUP 3
AREA 1. . . . . . . . . . . . . . . . . . . . .$ 44.19 28.52
AREA 2. . . . . . . . . . . . . . . . . . . . .$ 46.19 28.52
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.
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 UUt{1 1ty Operator: Small Rubber-Tjr
Contract Number 2561 u Agreement-
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
MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY: S th
Area 1:Conntalmud25ntC eastern parts
Agreement-30
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
----------------------------------------------------------------
IRON0377-OO1 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
Contract Number 25-01-CD Agreement-31
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:
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
----------------------------------------------------------------
IRON0433-005 01/01/2025
REMAINING COUNTIES
Rates Fringes
IRONWORKER
Fence ErQct�r. $ 45.78 J6 51
ontraot NUm er�5 6T-Cb' Agreemen -32
Ornamental, Reinforcing
and Structural. . . . . . . . . . . . . .$ 50.70 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
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock
----------------------------------------------------------------
LAB00067-006 07/01/2024
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND
SANTA CLARA COUNTIES
AREA ""2"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,
MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND
TUOLUMNE COUNTIES
Rates Fringes
LABORER (ASBESTOS/MOLD/LEAD
LABORER)
Area 1. . . . . . . . . . . . . . . . . . . . . .$ 37.75 29.69
Area 2. . . . . . . . . . . . . . . . . . . . . .$ 36.75 29.69
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.
----------------------------------------------------------------
LABO0O73-OO2 07/01/2023
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
Contract Number 25-01-CD Agreement-33
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.
----------------------------------------------------------------
LAB00073-003 07/01/2023
SAN JOAQUIN COUNTY
Rates Fringes
LABORER
Mason Tender-Brick. . . . . . . . . .$ 36.29 25.55
----------------------------------------------------------------
LAB00073-005 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
----------------------------------------------------------------
LAB00073-007 06/26/2023
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS)
Cor�struCtio Sp c1a ist
(ontract Number F�R Agreement-34
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. . . . . . . . . . . . . . . . . . .$ 30.37 23.20
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)
(1) New Construction. . . . . . . .$ 35.25 27.30
(2) Establishment Warranty
Period. . . . . . . . . . . . . . . . . . . . . .$ 28.94 27.30
LABORER (GUNITE)
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)
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 35.50 27.30
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 35.35 27.30
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
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;
PermaCcurb NWer g Including grade check,nE in
b 13 01-C Kgr2'ement-35
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-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.
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 p materials for use in reinforcing concrete
constr0o tt c�u4itlt�sg,�r`,�h chipper and similar At a e brmh
shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; lacking 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)
----------------------------------------------------------------
LAB00073-009 07/01/2023
CALAVERAS AND SAN JOAQUIN COUNTIES
Rates Fringes
LABORER (Plaster Tender). . . . . . . . .$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00261-003 07/01/2023
SAN FRAf CISC�NAN� SAN�M�LEO COUNTIES Agreement 37 omrao um er
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person. .$ 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.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash
cushions.
----------------------------------------------------------------
LAB00261-005 06/26/2023
SAN FRANCISCO AND SAN MATEO COUNTIES
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
----------------------------------------------------------------
LAB00261-009 06/26/2023
SAN FRANCISCO, AND SAN MATEO COUNTIES
Rates Fringes
LABORER �CON.�T%TIY� fRAFT
C mrac Num er Agreement-38
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:
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
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
jointoigact�Vumbst of same, including Agr2emenMq
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-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.
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. (on,,ge�n , ��S and unloading, carryAigrEea nf-qeuling
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)
----------------------------------------------------------------
LAB00261-011 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
trenc8oes:t�ac�f NuMPff-0p additional. Work in �gree enjwjge'
$2.50 per day additional.
----------------------------------------------------------------
LAB00261-014 07/01/2023
SAN FRANCISCO AND SAN MATEO COUNTIES:
Rates Fringes
PLASTER TENDER. . . . . . . . . . . . . . . . . . .$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00270-003 07/01/2023
AREA A: SANTA CLARA
AREA B: MONTEREY, SAN BENITO AND SANTA CRUZ COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person
Area A. . . . . . . . . . . . . . . . . . . . .$ 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.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash
cushions.
----------------------------------------------------------------
LAB00270-004 06/26/2023
MONTEREY, SAN BENITO, SANTA CLARA, AND SANTA CRUZ COUNTIES
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: Bt ugine&�_&laster, driller, powdermen h uding;Contr *N erL Agreemdnt-
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
----------------------------------------------------------------
LAB00270-005 07/01/2023
MONTEREY AND SAN BENITO COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick. . . . . . . . . .$ 36.29 25.55
----------------------------------------------------------------
LAB00270-007 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
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:
Laborers working off or with or from bos'n chairs, swinging
scaffolds, belts shall receive $0.25 per hour above the
applicable WaEe r tQQ This shall not apply to wor er55
(ontract Number 25-OT-CD Agreemen -43
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
over, 100 lbs. pressure/over); Hydro seeder and similar
type; Jackhammer operator; lacking 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 dia c?ter se _p.Dand all recently actiAgreementr44
contrac Number
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-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.
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.
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"".
Contract Number 25-01-CD Agreement-45
--------------------------------------------------------
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)
----------------------------------------------------------------
LABO027O-01O 06/26/2023
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:)
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 36.50 27.30
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 36.35 27.30
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.
---------------------------------------------------------
Contract Number 25-01-CD Agreement-46
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
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: RurUpY5 8nd welding in connection with iab�s�rers'
Contract um er D Agreemen -
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-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.
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; lacking 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
Contract Number 25-01-CD Agreement-48
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)
----------------------------------------------------------------
LAB00270-011 07/01/2023
MONTEREY, SAN BENITO, SANTA CRUZ, SANTA CLARA COUNTIES
Rates Fringes
LABORER (Plaster Tender). . . . . . . . .$ 40.68 29.68
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00294-001 07/01/2023
FRESNO, KINGS AND MADERA COUNTIES
Rates Fringes
LABORER (Brick)
Mason Tender-Brick. . . . . . . . . .$ 36.29 25.55
----------------------------------------------------------------
LAB00294-002 07/01/2023
FRESNO, KINGS, AND MADERA 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.
----------------------------------------------------------------
LAB00294-005 06/26/2023
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
Tunnel 8nd Sh ft Lap &fCb Agreement 49
ontract Number
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
----------------------------------------------------------------
LAB00294-008 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,
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 �WREC��IN� - 50T C B:)
C ntrac um er 2 D Agreement-50
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 35.50 27.30
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 35.35 27.30
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
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 oadingg gd y�8fC ry; High scalers (inclu i q r}�ling
Rontract TVum er
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-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.
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 an� st�oce�1 C be reused on another job.
ontract um er 1- u Agreement-52
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)
----------------------------------------------------------------
LAB00294-010 07/01/2023
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN
JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender. . . . . . . . . . . . . . . . .$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00294-011 07/01/2023
FRESNO, KINGS, AND MADERA COUNTIES
Rates Fringes
LABORER (Plaster Tender). . . . . . . . .$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00304-002 07/01/2023
ALAMEDA COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person. .$ 37.26 27.30
Traffic Control Person I. . . .$ 37.56 27.30
Traffic Control Person II. . .$ 35.06 27.30
TRAFF�C CONTR% PyR pp I: Layout of traffic control, rash
ontract Num er D Agreemen -5S
cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash
cushions.
----------------------------------------------------------------
LAB00304-003 06/26/2023
ALAMEDA COUNTY
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
----------------------------------------------------------------
LAB00304-004 06/26/2023
ALAMEDA 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 2�7 0
ontracE Number�5-6T-fib. . . . . . . Agreemen -5
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:
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
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
chipp oitraccf�lumtee 5;6, 8o and Ditch Witch; RoAgrreemenir 5
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-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.
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 Ce tracf�Vu�'nbeu r�1, N erector; Gardener, 4greemen�l��ral
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)
----------------------------------------------------------------
LAB00304-005 07/01/2023
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
per hour additional. Manhole work: $2.00 per day additional.
----------------------------------------------------------------
LAB00304-008 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Plasterer tender. . . . . . . . . . . . . . . . .$ 41.93 30.32
Contract Number 25-01-CD Agreement-57
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB00324-002 07/01/2023
CONTRA COSTA COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person. .$ 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.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash
cushions.
----------------------------------------------------------------
LAB00324-006 06/26/2023
CONTRA COSTA COUNTY
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
----------------------------------------------------------------
LAB00324-012 06/26/2023
Contract Number 25-01-CD Agreement-58
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:
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
over, 100 lbs. pressure/over); Hydro seeder and similar
type; Jackhammer operator; Jacking of pipe over 12 inctches;
Jacks8ontrac Num er and sir it rot��e compactor; Kettle tende ,ntp58 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-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.
GROUP 1-f: Wire winding machine in connection with guniting
or shot crete
GROUP 1- CNON�RA CR� JJ COUNTY: Pipelayer (i�cludir�g grade
con act um er 25 greemen -6C7
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.
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
mater�als)
ontr ct Number 25-01-CD Agreement-61
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
----------------------------------------------------------------
LAB00324-014 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: $2.00 per day additional.
----------------------------------------------------------------
LAB00324-018 07/01/2023
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Plasterer tender. . . . . . . . . . . . . . . . .$ 41.93 30.32
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB01130-002 07/01/2023
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person. .$ 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.
----------------------------------------------------------------
LAB01130-003 06/26/2023
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
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 2�7 72
ontracE Number�5-6T-fib. . . . . . . Agreemen -62
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
----------------------------------------------------------------
LAB01130-005 07/01/2023
MARIPOSA, MERCED, STANISLAUS AND TUOLUMNE COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick. . . . . . . . . .$ 36.29 25.55
----------------------------------------------------------------
LAB01130-007 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
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 2�7 30
ontracE Number�5-6T-fib. . . . . . . Agreemen -63
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:
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
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 rega1rdless of
type �ontracf od f FRVV 5; Mechanical pipe layers, enJls ypes
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-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.
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
clean�ont�a7ct Number 15 61�Cb The classification Agreement165
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)
----------------------------------------------------------------
LAB01130-008 07/01/2023
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN
JOAQUIN, STANISLAUS & TUOLUMNE
Rates Fringes
Plasterer tender. . . . . . . . . . . . . . . . .$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
LAB01130-009 07/01/2023
MARIPOSA, MERCED, STANISLAUS, AND TUOLUMNE COUNTIES
Rates Fringes
LABORER (Plaster Tender). . . . . . . . .$ 39.77 28.54
Work on a swing stage scaffold: $1.00 per hour additional.
----------------------------------------------------------------
PAIN0016-001 01/01/2025
ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN MATEO, SANTA
CLARA, AND SANTA CRUZ COUNTIES
Rates Fringes
Painter . . . . . .$ 53.38 2�8 04
orit�acE fVum6er�5-6T-fib' � Agreemen -�6
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 - $6.00 per houir additional
----------------------------------------------------------------
PAIN0O16-003 01/01/2025
AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA
CLARA COUNTIES
AREA 2: CALAVERAS, MARIPOA, MERCED, MONTEREY, SAN BENITO, SAN
JOAQUIN, SANTA CRUZ, STANISLAUS & TUOLUMNE COUNTIES
Rates Fringes
Drywall Finisher/Taper
AREA 1. . . . . . . . . . . . . . . . . . . . . .$ 63.76 32.69
AREA 2. . . . . . . . . . . . . . . . . . . . . .$ 59.63 31.29
----------------------------------------------------------------
PAIN0O16-012 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
----------------------------------------------------------------
PAIN0O16-015 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.
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 $6.00 additional per hour.
----------------------------------------------------------------
PAIN0O16-O22 01/01/2025
SAN FRANCISCO COUNTY
Contract Number 25-01-CD Agreement-67
Rates Fringes
PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 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
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 $1.50
per hour above the basic hourly rate at any elevation.
----------------------------------------------------------------
PAIN11�6-00 07�01� g�70
ontrac Num er D Agreement-68
HIGHWAY IMPROVEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 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
----------------------------------------------------------------
PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER. . .$ 32.15 23.27
----------------------------------------------------------------
PLUM0038-001 07/01/2023
SAN FRANCISCO COUNTY
Contract Number 25-01-CD Agreement-69
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter). . . . . . . . . . . . . . . . . . . . . . . . . .$ 85.50 48.98
----------------------------------------------------------------
PLUM0038-005 07/01/2023
SAN FRANCISCO COUNTY
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter). . . . .$ 72.68 32.91
----------------------------------------------------------------
PLUM0062-001 01/01/2025
MONTEREY AND SANTA CRUZ COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER. . . . . . . . . . . .$ 55.00 42.35
----------------------------------------------------------------
PLUM0159-001 07/01/2024
CONTRA COSTA COUNTY
Rates Fringes
Plumber and steamfitter
(1) Refrigeration. . . . . . . . . . .$ 65.28 48.04
(2) All other work. . . . . . . . . .$ 66.17 48.04
----------------------------------------------------------------
PLUM0246-001 01/01/2025
FRESNO, KINGS & MADERA COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER. . . . . . . . . . . .$ 51.65 41.59
----------------------------------------------------------------
* 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
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
preparOont�ao)I gerY�ng,�� ion of all work in coAgreemen°tn7 ith
�
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-OO1 07/01/2024
ALAMEDA & CONTRA COSTA COUNTIES
Rates Fringes
PIPEFITTER
CONTRA COSTA COUNTY. . . . . . . . .$ 78.00 48.20
PLUMBER, PIPEFITTER,
STEAMFITTER
ALAMEDA COUNTY. . . . . . . . . . . . . .$ 78.00 48.20
----------------------------------------------------------------
PLUM0355-OO4 07/01/2024
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. . . . . . . . . . .$ 34.51 18.30
----------------------------------------------------------------
PLUM0393-OO1 07/01/2021
SAN BENITO AND SANTA CLARA COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER. . . . . . . . . . . . . . .$ 68.76 46.63
----------------------------------------------------------------
PLUM0442-OO1 01/01/2025
CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS & TUOLUMNE
COUNTIES
Rates Fringes
PLUMBER & STEAMFITTER. . . . . . . . . . . .$ 55.95 37.64
----------------------------------------------------------------
PLUM0467-OO1 07/01/2024
SAN MATEO COUNTY
Rates Fringes
Plumber/Pipefitter/Steamfitter. . .$ 83.75 40.65
----------------------------------------------------------------
ROOF0O27-OO2 09/01/2024
FRESNO, KINGS, AND MADERA COUNTIES e
Contract Number 25-01-CD Rates Agreemetg75n1
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:
$2.00 per hour additional.
----------------------------------------------------------------
ROOF0O40-OO2 08/01/2024
SAN FRANCISCO & SAN MATEO COUNTIES:
Rates Fringes
ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 55.30 22.97
----------------------------------------------------------------
ROOF0O81-OO1 08/01/2024
ALAMEDA AND CONTRA COSTA COUNTIES:
Rates Fringes
Roofer. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 54.94 23.34
----------------------------------------------------------------
ROOF0O81-OO4 08/01/2024
CALAVERAS, MARIPOSA, MERCED, SAN JOAQUIN, STANISLAUS AND
TUOLUMNE COUNTIES:
Rates Fringes
ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 49.65 22.19
----------------------------------------------------------------
ROOF0O95-OO2 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-OO1 01/01/2025
ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND SANTA CLARA
COUNTIES:
Rates Fringes
SPRINKLER FITTER (FIRE). . . . . . . . . .$ 78.94 39.10
----------------------------------------------------------------
SFCA0669-011 01/01/2025
CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED, MONTEREY,
SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS AND TUOLUMNE
COUNTIES:
Contract Number 25-01-CD Agreement-72
Rates Fringes
SPRINKLER FITTER. . . . . . . . . . . . . . . . .$ 46.42 28.42
----------------------------------------------------------------
SHEE0104-001 07/01/2020
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. . . . . . . . . . . . . . . . . . . . . .$ 52.90 36.44
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 07/01/2020
ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN FRANCISCO, SAN
MATEO, SANTA CLARA AND SANTA CRUZ COUNTIES:
Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only). . . . . . . . .$ 44.45 35.55
----------------------------------------------------------------
SHEE0104-018 07/01/2020
CALAVERAS, FRIESNO, KINGS, MADERA, MARIPOSA, MERCED, SAN
70AQUIN�on"'YN SmbeS2 ffCLUOLUMNE COUNTIES: Agreement 73
Rates Fringes
Sheet metal worker (Metal
decking and siding only). . . . . . . . .$ 44.45 35.55
----------------------------------------------------------------
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); Dumperete 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;
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
truck oor �l°um�er aT_� Ammonia nitrate distr*buto5,, griver
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.
----------------------------------------------------------------
----------------------------------------------------------------
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($17.75) or 13658
($13.30). Please see the Note at the top of the wage
determination for more information. Please also note that the
minimum wage requirements of Executive Order 14026 are not
currently being enforced as to any contract or subcontract to
which the states of Texas, Louisiana, or Mississippi, including
their agencies, are a party.
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 ED, 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.
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 u ,1�n zatf 6fC Brent union negotiated Agree edr�t-�5survey
Cont,a um er
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.I..' ..'.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
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
prevail o itracf grgtgso,� b by a state (or localagrEeome tnTFnt were
adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2O23-007
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.
-----------------------------------------------------------
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
davisbaconinfo@dol.gov 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 BCWD-Office@dol.gov 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
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 dba.reconsideration@dol.gov 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.
Contract Number 25-01-CD Agreement-77
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.
----------------------------------------------------------------
----------------------------------------------------------------
END OF GENERAL DECISION"
Contract Number 25-01-CD Agreement-78