Attachment 1 - RFP 2026 Paving Project - Citywide Arterial Base Repair Construction .pdf

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Request for Bids
For The
2026/2027 Paving Project – Citywide Arterial Base Repair Various Locations Release Date: September 1, 2026
Deadline for Submittal
September 24, 2026 at 3:00PM
Contact: Daniel Santos, Assistant Engineer
Email: [email protected]
Phone Number: (510) 620-6645
Public Works Department – Engineering Division
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2026/2027 Paving Project – Citywide Arterial Base Repair Various Locations The special provisions contained herein have been prepared by or under the direction of the following Registered Persons.
___________________________________ _____________
Andre Jadkowski Date
Project Manager and Principal
Registered Civil Engineer, RCE No. C42314
Acceptance of Plans:

Review for conformance with City of Richmond Standards and Specifications. Approval for construction is subject to the information shown herein. City of Richmond and the undersigned are not responsible for any errors or omissions that may exist on these specifications. ___________________________________ _____________
Daniel Chavarria Date
Public Works Director/City Engineer
Registered Civil Engineer, RCE No. C74092
8/24/2026
Docusign Envelope ID: B5DE7A5F-C8B0-8F6A-83B4-C2B8D3F258A9 8/25/2026
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TABLE OF CONTENTS
INTRODUCTION.......................................................................................................................... 1 INVITATION FOR BIDS.............................................................................................................. 2 INSTRUCTIONS TO BIDDERS................................................................................................. 5 BID SCHEDULE......................................................................................................................... 20 BID PROPOSAL......................................................................................................................... 33 SUBCONTRACTOR FORM ..................................................................................................... 35 PUBLIC CONTRACT CODE.................................................................................................... 43 DEBARMENT AND SUSPENSION CERTIFICATION......................................................... 45 BIDDER’S NON-COLLUSION AFFIDAVIT............................................................................ 46 BIDDER’S BOND ....................................................................................................................... 47 PERFORMANCE BOND........................................................................................................... 49 PAYMENT BOND....................................................................................................................... 50 WARRANTY BOND................................................................................................................... 53 FIRST SOURCE AGREEMENT .............................................................................................. 57 CONTRACT ................................................................................................................................ 58 SPECIAL PROVISIONS............................................................................................................ 74 SECTION SP-1 – STANDARD SPECIFICATIONS AND PLANS .............................. 75 SECTION SP-2 – BIDDING....................................................................................... 76 SECTION SP-3 – AWARD AND EXECUTION OF CONTRACT ............................... 77 SECTION SP-4 – BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES .......................................................................................... 78 SECTION SP-5 – GENERAL..................................................................................... 79 5-1 MISCELLANEOUS.............................................................................................. 79 5-1.01 Subcontracting ....................................................................................................... 79 5-1.02 Partial Payments.................................................................................................... 79 5-1.03 Payment of Withheld Funds................................................................................. 79 5-1.04 Construction Equipment ....................................................................................... 80 5-1.05 Noise Control Requirements................................................................................ 80 5-1.06 Increases and Decreases in Work ...................................................................... 80 5-1.07 Project Record Drawings...................................................................................... 80 `
5-1.08 Payroll Records...................................................................................................... 81 5-1.09 Resolution of Contract Claims ............................................................................. 82 5-2 MINIMUM WAGE ................................................................................................ 83 5-2.01 Prevailing Wage..................................................................................................... 83 SECTION SP-8 – MATERIALS ................................................................................. 84 8-1 MISCELLANEOUS.............................................................................................. 84 8-1.01 General.................................................................................................................... 84 8-1.02 Relative Compaction ............................................................................................. 84 8-1.03 Payments ................................................................................................................ 84 SECTION SP-9 - DESCRIPTION OF WORK............................................................ 85 9-1 GENERAL ........................................................................................................... 85 9-1.01 Compensation ........................................................................................................ 85 9-1.02 Compensation Adjustments for Asphalt Price/Crude Oil Index Fluctuations 85 SECTION SP-10 - CONSTRUCTION DETAILS........................................................ 87 10-1 GENERAL ......................................................................................................... 87 10-1.01 Order of Work....................................................................................................... 87 10-1.02 Progress Schedule.............................................................................................. 87 10-1.03 Existing Facilities/Cooperation .......................................................................... 87 10-1.04 Property and Facility Preservation.................................................................... 88 10-1.05 Submittals ............................................................................................................. 88 10-1.06 Mobilization........................................................................................................... 89 10-1.07 Construction Layout ............................................................................................ 90 10-1.08 Clearing, Grubbing, and Environmental Protection........................................ 91 10-1.09 Dust Control.......................................................................................................... 92 10-1.10 Traffic Control and Construction Area Signs................................................... 92 10-1.11 Obstructions and Existing Facilities.................................................................. 99 10-1.12 Full Depth Base Repair (8-inch Depth).......................................................... 100 10-1.13 Subgrade Over-Excavation (Revocable Bid Item) ....................................... 104 10-1.14 Utility Adjustments............................................................................................. 106 10-1.15 Traffic Stripes and Pavement Markings......................................................... 107 10-1.16 Traffic Signal Inductive Loop Detectors ......................................................... 108 APPENDICES........................................................................................................................... 112 APPENDIX A – CITY OF RICHMOND – FIRST SOURCE AGREEMENT ..................A `
APPENDIX B – CITY OF RICHMOND – CONSTRUCTION AGREEMENT................B APPENDIX C – CITY OF RICHMOND – INSURANCE REQUIREMNTS....................C APPENDIX D – CITY OF RICHMOND – TRUCK ROUTE ..........................................D APPENDIX E – CITY OF RICHMOND – PROJECT STABILIZATION AGREEMENT.E APPENDIX F – DISCLOSURE STATEMENT FOR LIMITED LIABILITY COMPANIES .....................................................................................................................................F APPENDIX G – 2026/2027 CITYWIDE ARTERIAL BASE REPAIR PROJECT PLANS .................................................................................................................................... G 1 City of Richmond
Department of Public Works

INTRODUCTION

1. CONTRACT DOCUMENTS
All documents included in the Project Specifications shall constitute part of the contract (hereinafter called "Contract Documents") for the completion of the project.

2. PROJECT
The Project (hereinafter in the Contract Documents and in the Contractual Agreement signed by the Contractor called "Project") to be completed by the Contractor is defined as follows:
2026/2027 Paving Project – Citywide Arterial Base Repair Various Locations

3. DEFINITIONS
The following terms as used in the Contract Documents and in the Contractual Agreement signed by the Contractor shall have the meanings set forth below:
"City" shall mean the City of Richmond, California.
"Contract" shall mean both the Contract Documents and the Contractual Agreement for the completion of the Project which is signed by the Contractor. "Contractor" shall mean the bidder who signs the Contractual Agreement for the Project substantially in the form set forth in the Contract Documents labeled, "Contractual Agreement Form."
“Department” shall mean the City of Richmond, California. "Engineer" shall mean the City Engineer or his designated representative. "Local Public Agency" shall mean the City of Richmond, California. "Standard Specifications" shall mean 2025 edition of the State of California Department of Transportation Standard Specifications.
"City Standard Details" shall mean the Standard Details Invitation for Bids
2 CITY OF RICHMOND

DEPARTMENT OF PUBLIC WORKS

INVITATION FOR BIDS
BID OPENING: The City of Richmond will receive sealed bids for the 2026/2027 Paving Project – Citywide Arterial Base Repair Various Locations contract electronically through BidsOnline until 3:00 P.M. on Thursday September 24, 2026. All bid forms must be electronically submitted by the due date and time or the bid will not be considered.

QUESTIONS: All questions relative to this bid must be submitted via the electronic BidsOnline system on the Q&A tab by 3:00 p.m. PST on Friday September 18, 2026. If the City of Richmond finds it necessary to issue an addendum, prospective bidders will receive e-mail notification of the addendum. Otherwise, answers to questions received will be provided on the Q&A tab and notification will be sent accordingly. It is the bidder’s responsibility to periodically check the BidsOnline website, www.ci.richmond.ca.us/bids for any possible Addenda to the bid that may have been posted.

WORK LOCATION AND DESCRIPTION: In general, the work consists of localized base repair on arterial roads throughout the City as shown in the enclosed project plans and tables. Work is to include but is not limited to: hot-mix asphalt (HMA) base repairs; inventorying, protecting/covering, and restoring utility covers; adjustment of utility covers/boxes within base repair areas; restoration of traffic striping, markings, and traffic loop detectors affected by base repairs; and for all other work, items, or details not mentioned above that are required by the Drawings, Standard Specifications, of these Special Provisions.

BID AWARD: This bid may be awarded to one or more Contractors, in part or in whole. The City of Richmond also reserves the right to accept or reject any or all bids which they may deem to best serve the interest of the City.

BID DOCUMENTS: Bid Documents can be obtained from the City of Richmond’s website www.ci.richmond.ca.us/bids. To download documents, new vendors will be required to register.

Once the vendor downloads any documents relative to a solicitation, that vendor’s name will appear on the prospective bidders list for that project and will receive any addenda or notifications relating to this bid.

BID DEPOSIT: A certified check or bank draft, payable to the order of the City of Richmond, negotiable U.S. Government Bonds (at par value) or a satisfactory Bid Bond executed by the Bidder and an acceptable surety, in an amount equal to ten percent (10%) of the total bid shall be submitted with each bid. A bidder shall not be relieved of the bid unless by consent of the City nor shall any changes be made in the bid because of mistake, but a bidder may bring an action in the Superior Court of Contra Costa County for recovery of any amount forfeited, without interest or costs. A bidder who claims a mistake or who forfeits his or her bid security shall be prohibited from participating in further bidding on the project.

ELECTRONIC BIDS AND BID BOND SUBMISSIONS: In light of the City’s transition to electronic bidding, the following clarifications apply regarding bid security:

Invitation for Bids
3 • Original physical copies of bid bonds are still required and must be submitted to the City within three (3) to five (5) business days following bid opening.

WITHDRAWAL OF PROPOSALS: Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the bidder or its duly authorized representative. The withdrawal of a bid does not prejudice the right of the bidder to file a new bid.

Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after that time nor may any bid be withdrawn after the time fixed in the public notice for opening of bids.

DISQUALIFICATION OF BIDDERS: More than one proposal from an individual, firm, partnership, corporation, or combination thereof under the same or different names will not be considered.

Reasonable grounds for believing that any individual, firm, partnership, corporation, or combination thereof is interested in more than one proposal for the work contemplated may cause the rejection of all proposals in which such individual, firm, partnership, corporation, or combination thereof is interested. If there is reason for believing that collusion exists among the bidders, any or all proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected as not responsive.

PREVIOUS DISQUALIFICATION, REMOVAL, OR OTHER PREVENTION OF BIDDING: A bid may be rejected on the basis of a bidder, any officer of such bidder, any employee of such bidder who has a proprietary interest in such bidder, or any listed subcontractor, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of any law or any safety regulation.

RESPONSIBILITY FOR VERIFYING CONTRACT ADDENDA: All bidders shall verify if any addenda for this project have been issued by the City of Richmond. It is the bidders’ responsibility to ensure that all requirements of contract addenda are included in the bidder’s proposal. All bidders shall include a signed copy of all contract addenda with the proposal. Failure to comply with this requirement shall cause the proposal to be considered as non-responsive and shall be grounds for rejection of the bid.

CONTRACTOR’S LICENSE: All bidders are subject to California contractor’s licensing laws and the provisions of Business and Professions Code Section 7028.15. A valid California Type A – General Engineering Contractor license is required to bid this Contract. Joint ventures must secure a joint venture license prior to award of this Contract. A Concrete Contractor’s Type C-8 license must be held by the Contractor or as a listed sub-contractor. Other licenses may be required for additional specialty work.

DIR REGISTRATION: The City will not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder is registered with the California Department of Industrial Relations (“DIR”) to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions.

MINIMUM WAGE RATES: Not less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project, and that the Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex or national origin.

Invitation for Bids
4 BID REVIEW: Bids may be held by the City of Richmond for a period not to exceed sixty (60) days from the date of the opening of Bids for the purpose of reviewing the Bids and investigating the qualifications of Bidders, prior to awarding of the Contract.

CITY’S RIGHT TO REJECT BIDS: The City of Richmond reserves the right to reject any or all Bids, or to waive any informality or minor irregularity in the bids.

BID PREPARATION COSTS: Bidders are solely responsible for the cost of preparing bids.

City of Richmond, a Municipal Corporation
Pamela Christian
City Clerk

END OF INVITATION FOR BIDS
Bid Schedule
5 CITY OF RICHMOND

DEPARTMENT OF PUBLIC WORKS

INSTRUCTIONS TO BIDDERS

1. GENERAL INFORMATION
A. Bids are invited for construction for the 2026/2027 PAVING PROJECT – CITYWIDE

ARTERIAL BASE REPAIR VARIOUS LOCATIONS
B. Sealed bids will be received up to the time and date as indicated in the Invitation to Bid or as modified by Addenda. Bids received after that time will not be accepted.

1. Bids will be opened publicly via BidsOnline. Please visit the City’s website at www.ci.richmond.ca.us/bids to register as a vendor, to order bid documents, and to submit bid documents.

2. SITE VISIT
Bidders are strongly encouraged to visit the sites of the proposed work and fully acquaint themselves with the existing conditions. Bidders should fully inform themselves as to the facilities involved, the difficulties and restrictions attending the performance of the contract.

Bidders should thoroughly examine and familiarize themselves with the Specifications and all other Contract Documents. The Contractor, by the execution of this Contract, shall in no way be relieved of any obligation under it, due to Contractor's failure to receive or examine any form or legal instrument, or to visit the site and acquaint themselves with the existing conditions. The owner will reject any claim based on facts regarding which the bidder should have been aware as a result of visiting the site or reading the Contract Documents.

3. PROPOSAL
To receive consideration, bids shall be made in accordance with the following instructions:

A. Bids shall be made upon the proposal form contained herein. All items shall be properly filled in; numbers shall be stated both in writing and in figures. The signatures shall be original. Any alterations, interlineations, or erasures must be initialed.

B. Bids shall be submitted only upon the items of bid stated in the specifications; bids upon other basis will not be considered. Bids that do not reference all addenda or that are not submitted on the prescribed forms may be rejected.

C. The City reserves the right to accept bids on work and alternatives listed in the bid form in sum total or individually or in any combination unless the bid form makes specific provision to the contrary.

D. Unless called for, alternative bids will not be considered.

E. Modification of bids already submitted will be considered only if received at the office designated in the invitation for bids by the time set for opening of bids.

Bid Schedule
6 F. Pursuant to the provisions of Section 4100 through 4113 of the Public Contracts Code of the State of California, every bidder shall, in his bid, set forth:
1) The Name and Location of the place of business of each subcontractor who will perform work or labor or render service to the bidder in or about the work in an amount in excess of one-half of one percent of the bidder’s total bid. 2) The portion of the work that will be done by each such subcontractor.

G. In the event that alternative bids are called for and bidder intends to use different or additional subcontractors on the alternative or alternatives, he shall fill out additional forms of the Subcontractors List and shall indicate on such forms whether they apply to the base or alternative bids.

H. If the bidder fails to specify a subcontractor for any portion of the work to be performed under the Contract in excess of one-half of one percent of the bidder’s total bid or, in the case of bids for the construction of streets and highways, including bridges, in excess of one-half of one percent of the total bid, or $10,000, whichever is greater, he agrees to perform that portion himself. The successful bidder shall not, without the consent of the City, either:
1) Substitute any person, firm, or corporation as subcontractor in place of the subcontractor designated in the original bid, or
2) Permit any subcontract to be assigned or transferred or allow it to be performed by anyone other than the original subcontractor listed in the bid.

I. Bids shall be accompanied by a certified or cashier’s check, or an acceptable bidder’s bond for an amount not less than ten percent (10%) of the bid, made payable to the order of the City of Richmond, California. Said check or bond shall be given as a guarantee that the bidder will timely enter into a Contract and provide all required insurance and bonds if awarded the work. In the case of refusal or failure to timely provide all required documents and enter into said Contract, the check or bond, as the case may be, shall be forfeited to the City of Richmond, California, as provided by law.

J. Before submitting a bid, bidders shall carefully examine the Work Orders, Specifications, and the form of Contract, shall visit the site of work, and shall fully inform themselves as to all existing conditions and limitations, and shall include in the bid a sum to cover the cost of all items included in the Contract.

K. Bidders shall give unit prices for each and all of the items set forth. No aggregate bids will be considered. The bidder shall set forth for each item of work, in clearly legible figures, a unit item price and a total for the item in the respective spaces provided for this purpose. The quantities listed in the Bid Sheets are supplied to give an indication of the general scope of work, but the accuracy of figures is not guaranteed and the bidder shall make its own estimates from the Work Orders and Specifications. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid price, and the bid total will be conformed accordingly.

L. Each bidder must complete the Bid Schedule form with unit prices as indicated, and submit the completed Bid Schedule with its Bid Proposal.

Bid Schedule
7 M. Incorrect Totals: In the event a computation error for any bid item (base bid or alternate) results in an incorrect extended total for that item, the submitted base bid or bid alternate total will be adjusted to reflect the corrected amount as the product of the estimated quantity and the unit cost. In the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid, and the amount entered as the base bid on the Bid Proposal form, the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid will be deemed the base bid price. Likewise, in the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for any bid alternate, and the amount entered for the alternate on the Bid Proposal form, the actual total of the itemized prices shown on the Bid Schedule for that alternate will be deemed the alternate price. Nothing in this provision is intended to prevent a bidder from requesting to withdraw its bid for material error under Public Contract Code § 5100 et seq.

N. Estimated Quantities: The quantities shown on the Bid Schedule are estimated and the actual quantities required to perform the Work may be greater or less than the estimated amount. The Contract Price will be adjusted to reflect the actual quantities required for the Work based on the itemized or unit prices provided in the Bid Schedule, with no allowance for anticipated profit for quantities that are deleted or decreased, and no increase in the unit price, and without regard to the percentage increase or decrease of the estimated quantity and the actual quantity.

O. Bids, and modifications thereof, if any, shall be delivered to the office of the City Clerk, City of Richmond, County of Contra Costa, California, on or before the day and hour set for the opening of bids in the Notice Inviting Bids, enclosed in a sealed envelope, and bearing the Project No. and Title of the work and the name of the bidder.

P. The contract may not be awarded to a Contractor who is ineligible pursuant to Section 1771.1 or 1777.7 of the Labor Code, nor may any subcontract be awarded to a subcontractor that who is ineligible pursuant to Section 1771.1 or 1777.7 of the Labor Code. In accordance with Section 1771.1 of the California Labor Code, a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. 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 California Labor Code section 1725.5. In accordance with Section 1771.4 of the California Labor Code, this Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Bid Schedule
8 4. CONTRACTOR’S LICENSE
No bid may be considered from a Contractor who, at the time the contract is awarded, is not licensed to perform the project in accordance with Division 3, Chapter 9, of the Business and Professions Code of the State of California. In the event of a dispute as to the classification of license required, the decision of the Contractor’s State License Board shall prevail. The classification of Contractor’s license required in the performance of this Contract is a Class A, C-8, or C-12. Please note that there are other licensing requirements for particular items of work (e.g. landscaping); this licensing requirement may be satisfied by a listed subcontractor at time of bid.

5. TIME LIMITS OF WORK
The work to be performed shall be completed within 100 working days for Base Bid work after execution of contract and Notice to Proceed has been issued. No additional working days will be compensated for the alternate additional bid items.

6. WITHDRAWAL OF BIDS
Bids may be withdrawn by written request received from bidders prior to the time set for opening of bids.

7. INTERPRETATION OF WORK ORDERS AND SPECIFICATIONS
If there is doubt about the meaning of any part of Contract Documents, submit written request to the City of Richmond through the BidsOnline Q&A tab.

Request for interpretations shall be delivered by the date and time indicated in the Invitation to Bid.

Bids shall be based only on interpretations as issued in addenda.

8. ADDENDA OR BULLETINS
Any Addenda or information issued during the time of bidding, or forming a part of the documents loaned to the bidder for the preparation of his bid, shall be noted in the bid in the place provided and shall be made a part of the Contract.

9. AWARDING OR REJECTION OF BIDS
The City reserves the right to reject the bid of any or all bidders, and to waive any informality in the bids received.

10. LAWS AND ORDINANCES
A. The successful Contractor and all subcontractors used in the work will be required to hold or to obtain a City of Richmond business license for which the fee will not be waived. Prior to the start of work, the successful Contractor shall obtain all other required permits from the City of Richmond, for which the fees will not be waived. The Bid Schedule
9 successful Contractor shall also obtain any other permits required from other agencies for the completion of the project, for which the fees will not be waived.

B. If any Contractor, or any subcontractor used in the work by the Contractor, is currently in violation of any federal, state or local law or ordinance related to public works bidding or construction, the Contractor's bid may be deemed to be non-responsible.

C. The Contractor and all subcontractors shall comply with the following City of Richmond Codes and Ordinances, which are incorporated into the Contract Documents by this reference:

1. Nondiscrimination Clause in City Contracts (RMC Chapter 2.28)

2. Business Opportunity Ordinance No. 16-12 N.S. (RMC Chapter 2.50)

3. Local Employment Program Ordinance No. 15-10 N.S. (RMC Chapter 2.56)

4. Living Wage Ordinance No. 15-17 N.S.(RMC Chapter 2.60) a. Except as provided in Section 2.60.080, the Living Wage Ordinance requires that an employer under contract valued at $25,000 or greater and/or an employers with ten or more employees provide to its covered employees the following minimum compensation terms for the duration of the covered period:
• Not less than $17.77/hour if employer pays at $1.50/hour/employee towards an employee medical benefits plan; or
• Not less than $17.77/hour if the employer does not provide the employees with such medical benefits plan.

5. Ordinance Banning the Requirement to Provide information of Prior Criminal Convictions on all Employment Applications No. 14-13 N.S. (“Ban the Box”) (RMC Chapter 2.65)

6. Sanctuary City Contracting and Investment Ordinance No. 12-18 N.S.

7. Disclosure Statement for Limited Liability Companies Resolution No. 86-21 D. City Ordinances may be found in their entirety at:
https://www.ci.richmond.ca.us
https://library.municode.com/ca/richmond/codes/code_of_ordinances E. This project shall comply with the Community Workforce and Project Stabilization Agreement for the City of Richmond adopted on September 26, 2018. A copy of this agreement is in Appendix E.

F. For general information, questions, requests for clarification, or comments regarding compliance with all local, state, and federal ordinances must be submitted in writing using the electronic BidsOnline system discussed in the Invitation to Bid. All clarifications and interpretations affecting the project will be issued by written Bid Schedule
10 addenda on the BidsOnline system. No interpretation or clarification given orally or separately will be effective to alter or affect the solicitation documents unless confirmed by written addendum.

11. CONTRACT BONDS
General - The successful bidder shall furnish to the City of Richmond a Performance Bond and a Payment Bond required by the State of California Contract Act. Said bonds shall be furnished in a form satisfactory to the City. Each of said bonds shall be executed in an amount equal to one hundred percent (100%) of the total bid.

Faithful Performance - Refer to Performance Bond.

Payment Bond – Refer to Payment Bond. The Payment Bond shall guarantee payment of all claims for labor, materials, provisions, provender and supplies furnished and any amounts required to be deducted withheld and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractor pursuant to Section 18806 of the Revenue and Taxation Code. The bond shall satisfy all of the requirements set forth in Civil Code Section 3248.

Alterations - All alterations, extensions of time, extra and additional work, and other changes authorized by these Specifications or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bond.

12. SPECIAL NOTICE
Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed, and the Contractor must employ, so far as possible, such methods and means in the carrying out of his work as will not cause any interruption or interference with any other Contractor.

13. BIDDERS INTERESTED IN MORE THAN ONE BID
No person, firm, or corporation shall be allowed to make or file or be interested in more than one bid, as Prime Contractor for the same work. A person, firm, or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a sub-proposal or quoting prices to other bidders.

14. BIDS TO BE LEFT ON DEPOSIT
Unless otherwise required by law, no bid, nor any part thereof, may be withdrawn by the bidder for a period of sixty (60) calendar days after the opening of the bids.

15. MANDATORY NON-COLLUSION AFFIDAVIT
A. The City will, before any award of the Contract is made, require any bidder to whom it may make an award of the principal Contract, to execute a Non-Collusion Affidavit.

B. The City may require that the principal Contractor shall, before awarding any subcontract, secure from the proposed subcontractor a Non-Collusion Affidavit.

Bid Schedule
11 16. INDEMNIFICATION AND INSURANCE
Attention is directed to Section 7-1.05, "Indemnification" of the State Standard Specifications and these Special Provisions.

Indemnification - Contractor shall indemnify, and shall cause all subcontractors to indemnify, the City in accordance with Section 3.4 of the Construction Agreement.

Insurance - Contractor shall provide and maintain the insurance requirements and limits as specified in the “City of Richmond – Insurance Requirements – Construction Projects”, attached in Appendix B for the duration of the contract, agreement, or other order of work, services or supplies, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Contractor, its agents, representatives, employees, or subcontractors.

Insurance certificates and endorsements shall be reviewed and approved by the City’s Risk Management before work may begin. The City of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.

Upon notification of receipt by the City of a Notice of Cancellation, major change in coverage or expiration, Contractor shall file with the City a certified copy of the required new renewal policy and certificates for such policies.

If at any time during the life of the Contract or any extension the Contractor fails to maintain the required insurance in full force and effect, all work under the Contract shall be discontinued immediately and all payments due or that become due to the Contractor will be withheld until notice is received by the City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to the City. Any failure to maintain the required insurance will be sufficient cause for City to terminate the Contract

17. PERMITS
The Contractor shall obtain and pay for all building, plumbing, electrical, encroachment, and other permits required by the Contract, City Ordinance or any other agency, necessary for the construction of the work, unless otherwise specifically provided for in other contract documents. The Contractor and their subcontractors shall obtain and pay for all licenses required the City including a City business license. The Contract and its sub-Contractor are required to secure a City encroachment permit; the Contractor at its option may include one or more of their sub-Contractors under their encroachment permit. There will be no fee for City issued permits.

18. PREVAILING WAGE
A. All Contractors and Subcontractors performing services under this Contract shall pay their employees providing such services a minimum hourly prevailing wage rate as Bid Schedule
12 further described below.

B. In case of conflict between the Prevailing Wage as specified in this Section and any Federal Minimum Wage that may be specified elsewhere in these Specifications, the higher of the two shall prevail. Any amendments to the Federal Minimum Wage Determination issued up to 10 days prior to the bid opening date will become the part of the contract documents.

C. The Contractor and any subcontractor under the Contractor shall comply with Labor Code Sections 1774 and 1775. Pursuant to Section 1775, the Contractor and any subcontractor under the Contractor shall forfeit to the State or political subdivision on whose behalf the contract is made or awarded a penalty of not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by the Contractor or by any subcontractor under the Contractor in violation of the requirements of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting their respective prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of the obligations under the Labor Code.

In addition to the penalty and pursuant to Labor Code Section 1775, the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the Contractor or subcontractor.

If a worker employed by a subcontractor on a public works project is not paid the general prevailing per diem wages by the subcontractor, the prime contractor of the project is not liable for the penalties described above unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

1. The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the requirements in Sections 1771, 1775, 1776, 1777.5, 1813 and 1815 of the Labor Code.

2. The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

3. Upon becoming aware of the subcontractor's failure to pay the specified prevailing rate of wages to the subcontractor's workers, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not Bid Schedule
13 limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

4. Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to the subcontractor's employees on the public works project and any amounts due pursuant to Section 1813 of the Labor Code.

D. Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. If the Division of Labor Standards Enforcement determines that employees of a subcontractor were not paid the general prevailing rate of per diem wages and if the Department did not retain sufficient money under the contract to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, the contractor shall withhold an amount of moneys due the subcontractor sufficient to pay those employees the general prevailing rate of per diem wages if requested by the Division of Labor Standards Enforcement. The Contractor shall pay any money retained from and owed to a subcontractor upon receipt of notification by the Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice of the resolution of the wage complaint has not been received by the Contractor within 180 days of the filing of a valid notice of completion or acceptance of the public works project, whichever occurs later, the Contractor shall pay all moneys retained from the subcontractor to the Department.

These moneys shall be retained by the Department pending the final decision of an enforcement action.

E. Pursuant to the requirements in Section 1773 of the Labor Code, the City has obtained the general prevailing rate of wages (which rate includes employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided for in Section 1773.8 of the Labor Code, apprenticeship or other training programs authorized by Section 3093 of the Labor Code, and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

F. The general prevailing wage rates and any applicable changes to these wage rates are available from the California Department of Industrial Relations' Internet Web Site at: http://www.dir.ca.gov.

G. The wage rates determined by the Director of Industrial Relations for the project refer to expiration dates. Prevailing wage determinations with a single asterisk after the expiration date are in effect on the date of advertisement for bids and are good for the life of the contract. Prevailing wage determinations with double asterisks after the expiration date indicate that the wage rate to be paid for work performed after this Bid Schedule
14 date has been determined. If work is to extend past this date, the new rate shall be paid and incorporated in the contract. The Contractor shall contact the Department of Industrial Relations as indicated in the wage rate determinations to obtain predetermined wage changes.

H. Pursuant to Section 1773.2 of the Labor Code, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.

I. Changes in general prevailing wage determinations which conform to Labor Code Section 1773.6 and Title 8 California Code of Regulations Section 16204 shall apply to the project when issued by the Director of Industrial Relations at least 10 days prior to the date of the Notice to Contractors for the project.

J. The City of Richmond will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining the bid, and will not under any circumstances be considered as the basis of a claim against the City on the contract.

19. GUARANTY
All work shall be guaranteed for a period of one (1) year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.

The City is hereby authorized to make such repairs if within (10) days after giving written notice to the Contractor, or his agent, the Contractor should fail to make or undertake with due diligence the aforesaid repairs; provided, however, that in case of an emergency, where, in the opinion of the City, delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor, and the Contractor shall pay the costs thereof.

The Contractor shall, upon completion of the Contract and prior to filing of the Notice of Completion, post a Maintenance Bond in the amount of ten percent (10%) of the Contract value. The Maintenance Bond shall remain in full force and effect through the guaranty period of one (1) year.

20. EXECUTION OF CONTRACT
The contract shall be signed by the successful bidder and returned, together with the contract bonds and insurance endorsements, within ten (10) working days after the bidder has received the contract documents.

21. ASSIGNMENT
The performance of the Contract may not be assigned, except upon the written consent of the City. Consent will not be given to any proposed assignment that would relieve the Bid Schedule
15 original Contractor or its surety of their responsibilities under the Contract, nor will the City consent to any assignment of a part of the work under the Contract.

22. CONTRACTORS INDEPENDENT INVESTIGATION
No plea of ignorance of conditions that exist or that may hereafter exist or of conditions of difficulties that may be encountered in the execution of work under this Contract, as a result of failure on initial investigations or reports prepared by City for purposes of letting this Contract out to bid will be accepted as an excuse for any failure or omission on the part of the Contractor to fulfill in every detail all requirements of this Contract. Nor will such reasons be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time.

23. SIGNATURE OF CONTRACTOR
Corporations:

The signature must contain the name of the corporation, must be signed by the President and Secretary or Assistant Secretary, and the corporate seal must be affixed. Other persons may sign for the corporation in lieu of the above if a certified copy of a resolution of the corporate board of directors so authorizing them to do so is on file in the City Clerk’s office.

Partnerships:

The names of all persons comprising the partnership or co-partnership must be stated. The bid must be signed by all partners comprising the partnership unless proof in the form of a certified copy of a certificate of partnership acknowledging the signer to be a general partner is presented to the City Clerk, in which case the general partner may sign.

Joint Ventures:

Bids submitted as joint ventures must so state and be signed by each joint venture.

Individuals:

Bids submitted by individuals must be signed by the bidder, unless an up-to-date power of attorney is on file in the City Clerk’s office, in which case said person may sign for the individual.

The above rules also apply in the case of the use of a fictitious firm name. In addition, however, where the fictitious name is used, it must be so indicated in the signature.

24. CONDITIONAL CONTRACT AWARD
Notwithstanding any action by the City Council of Richmond to award a contract to a bidder, all contract awards are expressly conditioned on the timely provision of all required documents, including the executed Contract, to the City. The provision of all such documents is a condition precedent to the effectiveness of any contract award. Failure to provide any of the required documents may result in forfeiture of the bidders bid security as provided by law.

Bid Schedule
16 25. BID PROTEST
Any protest pertaining to the proposed award or any other matter relating to the bidding procedure must be submitted in writing to the City no later than 4:00 P.M. of the second business day following the date of bid opening. The protestor must have actually submitted a bid directly to the City on the Project or have been specifically excluded from filing a bid due to an action by the City. A subcontractor of a party filing a bid on this project may not submit a bid protest on its own accord. Each bid protest shall be accompanied by a check in the amount of $500.00 payable to the City of Richmond for each protest and shall constitute a non-refundable fee to reimburse the City for its costs in reviewing and investigating the bid protest. The City will review the bid protest and will issue its determination within a reasonable amount of time prior to bid award. These procedures and time limits are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest.

26. INSTRUCTIONS FOR COMPLETING THE BID SCHEDULE
The price for lump sum bid items shall include all costs for the construction of the improvements with appurtenances, including labor and material, as shown on the plan and herein described.

The Base Bid includes all the work included in the plans and as indicated in the base bid schedule. Two Add Alternates are included and must be provided to be considered a responsive bidder.

For comparison purposes the Basis of Award is the Base Bid only. The City will not include the Add Alternates in the bid comparison for purposes of determining the low bidder. At its discretion the City reserves the right to append the Base Bid with the Add Alternates at the time of the contract award to the low bidder.

The Bid consists of a Base Bid Various Locations 1 (Fiscal Year 26/27) , Option Various Locations 2 (Fiscal Year 27/28), Option Various Locations 3 (Fiscal Year 28/29). Bidders shall submit complete prices for the Base Bid and each Option Year in order for the Bid to be considered responsive.

For purposes of determining the lowest responsive and responsible bidder, the Basis of Award shall be the Base Bid Various Locations 1 (Fiscal Year 26/27) only. Pricing submitted for Option Various Locations 2 and Various Locations 3 will be no included in determining the lowest bidder.

The City intends to award the Base Bid subject to the availability of funds and all required City approvals.

The City reserves the right, as its sole discretion, to exercise Option Various Locations 2 and/or Option Various Locations 3. Exercise of an Option Various Location shall be subject to the availability and appropriation of funds, satisfactory Contractor performance, required City approvals, and the terms and conditions of the Contract.

Bid Schedule
17 The City makes no representation or guarantee that either Option Various Location will be exercised. The Contractor shall have no entitlement to compensation for an Option Various Location unless and until the City provides written authorization to proceed with that work.

Or to have the basis of award consider all years bid together:

The Bid consists of a Base Bid Various Locations 1 (Fiscal Year 26/27) , Option Various Locations 2 (Fiscal Year 27/28), Option Various Locations 3 (Fiscal Year 28/29). Bidders shall submit complete pricing for the Base Bid and each Option Year. Failure to provide pricing for any required Bid Schedule may render the Bid nonresponsive.

For purposes of bid evaluation and determination of the lowest responsive and responsible bidder, the Basis of Award shall be the Total Evaluated Bid, consisting of the sum of the Base Bid (Fiscal Year 26/27), Option Various Locations 2 (Fiscal Year 27/28), and Option Various Locations 3 (Fiscal Year 28/29).

The inclusion of Option Various Locations 2 and 3 is the Basis of Award is for bid evaluation purposes and does not obligate the City to authorize or expend funds for either Option Various Location.

The City intends to initially award and authorize the Base Bid (FY26/27), subject to the availability and appropriation of funds and all required City approvals.

The City reserves the right, at its sole discretion, to exercise Option Various Locations 2 and/or Option Various Locations 3. Exercise of an Option Year shall be subject to the availability and appropriation of funds, satisfactory Contractor performance, required City approvals, and the terms and conditions of the Contract.

The City makes no representation or guarantee that either Option Year will be exercised.

The Contractor shall have no entitlement to compensation for work associated with an Option Year unless and until such work is authorized in writing by the City.

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" or “Extension” column shall be the product of the unit price bid and the estimated quantity for the item. The “Total Bid” shall be the sum of all item totals/extensions.

In the event there is more than one bid item in a Bidding Schedule, the bidder shall furnish a price for all bid items in the Schedule, and failure to do so may be grounds for its rejection as non-responsive. The bidder shall state in figures the unit prices or the specific sums as the case may be, for which it proposes to supply the labor, materials, supplies, or machinery, and completely perform the Contract.

Bid Schedule
18 If the unit price and the total amount for any items are not in agreement, the unit price alone will be considered as representing the bidder's intention and the total will be corrected to conform thereto. Discrepancies between the indicated sum of any column of figures and the correct sum thereof shall be resolved in favor of the correct sum.

Proposals may be rejected if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind.

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 percentagewise the unit price or item total in the CITY’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.

In the case of a discrepancy between the Total Bid and the sum of all item totals/extensions (due to math errors by the Bidder), the extensions shall prevail and the CITY shall reconcile the error.

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 CITY, and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a bid, or the existence or treatment of an irregularity in a bid, shall be final.

In accordance with Public Contract Code 5103, within five days after the opening of bids, a bidder may withdraw its bid providing the bidder can establish to the CITY's satisfaction that a mistake was made in preparing the bid. A bidder desiring to withdraw shall give Bid Schedule
19 written notice to the CITY, specifying, in detail, how the mistake occurred and how the mistake made the bid materially different than it was intended to be. Withdrawal will not be permitted for mistakes resulting from errors in judgment or carelessness in inspecting the site of the work or in reading the Contract Documents. Other than as provided above for discrepancies, CITY will not waive clerical errors.

The quantities given in the Notice to Contractors, Proposal, and Contract forms are approximate only, being given as a basis for the comparison of Proposals, and the City does not, expressly or by implication, warrant that the actual amount of work will correspond therewith, and reserves the right to increase or decrease the amount of any item or portion of the work, or to omit portions of the work, as may be deemed necessary or advisable by the City Engineer. Payment for changes in quantities shall be in accordance with Caltrans Standard Specifications section 4-1.05, as revised herein and in the Special Provisions. No allowance will be made for anticipated profit on work which is deleted or decreased.

END OF INSTRUCTIONS TO BIDDERS
City of Richmond
Department of Public Works
Bid Schedule
20 BID SCHEDULE
AL = Allowance CF = Cubic Feet CY = Cubic Yard EA = Each FA=Force Account LF = Linear Foot LS = Lump Sum SF = Square Feet TON = Ton (2000 lbs.) LB = Pounds 2026/2027 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR BASE BID VARIOUS LOCATIONS 1
ITEM
NO.

DESCRIPTION OF
WORK
EST.

QTY. UNIT UNIT PRICE TOTAL COST
1 Mobilization 1 LS
2 Water Pollution Control 1 LS
3 Traffic Control System 1 LS
4 Full Depth Base Repair
(8-inch Depth) 156,543 SF
5 Increase Base Repair
Depth by 2" from 8" to
10"
(Incremental)(Revocable
Bid Item)
7,827 SF
6 Increase Base Repair
Depth by 4" from 8" to
12"
(Incremental)(Revocable
Bid Item)
4,696 SF
7 Subgrade OverExcavation (Revocable
Bid Item)
290 CY
8 Adjust Sanitary Sewer
Manhole Frame and
Cover to Grade
9 EA
9 Adjust Storm Drain
Manhole Frame and
Cover to Grade
4 EA
10 Adjust
Telecommunications
Manhole Frame and
Cover to Grade
8 EA
11 Adjust Water Valve Box
and Cover to Grade 22 EA
Bid Schedule
21 12 Adjust Gas Valve Box
and Cover to Grade
2 EA
13 Adjust Survey
Monument Box and
Cover to Grade
4 EA
14 Adjust Traffic Signal Box
and Cover to Grade
5 EA
15 Thermoplastic Traffic
Stripe - Detail 9 1,868 LF
16 Thermoplastic Traffic
Stripe - Detail 22 414 LF
17 Thermoplastic Traffic
Stripe - Detail 27B 289 LF
18 Thermoplastic Traffic
Stripe - Detail 32 90 LF
19 Thermoplastic Traffic
Stripe - Detail 36 23 LF
20 Thermoplastic Traffic
Stripe - Detail 38 514 LF
21 Thermoplastic Traffic
Stripe - Detail 38A 372 LF
22 Thermoplastic Traffic
Stripe - Detail 39 30 LF
23 Thermoplastic Traffic
Stripe - 6" White Line
4 LF
24 Thermoplastic Traffic
Stripe - Limit Line 33 LF
25 Thermoplastic Basic
Crosswalk (White or
Yellow)
1023 LF
26 Thermoplastic Ladder
Crosswalk (White or
Yellow)
160 LF
27 Thermoplastic Diagonal
Crosswalk (White or
Yellow)
66 LF
28 Thermoplastic
Continental Crosswalk
(White or Yellow)
62 LF
29 Thermoplastic
Pavement Markings 528 SF
30 Inductive Traffic Loop
(Type A) 50 EA
Bid Schedule
22 31 Inductive Traffic Loop
(Type D) 16 EA
32 Inductive Traffic Loop
(Type F) 4 EA

TOTAL BASE BID
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.

BID SUMMARY

BASE BID
TOTAL
PRICE
IN

FIGURES
$
TOTAL

PRICE IN
WORDS
The basis of award for this project is the Base Bid. The amount of the bid for comparison purposes will be the total of all items.

Bid Schedule
23 2026 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR VARIOUS LOCATIONS 2 ITEM
NO. DESCRIPTION OF WORK EST. QTY. UNIT UNIT PRICE TOTAL COST A1-1 Mobilization 1 LS
A1-2 Water Pollution Control 1 LS
A1-3 Traffic Control System 1 LS
A1-4
Full Depth Base Repair (8-inch
Depth) 104,663 SF
A1-5
Increase Base Repair Depth by
2" from 8" to 10" (Incremental)
(Revocable Bid Item)
5,233 SF
A1-6
Increase Base Repair Depth by
4" from 8" to 12" (Incremental)
(Revocable Bid Item)
3,140 SF
A1-7
Subgrade Over-Excavation
(Revocable Bid Item) 194 CY
A1-8
Adjust Sanitary Sewer Manhole
Frame and Cover to Grade 6 EA
A1-9
Adjust Telecommunications
Manhole Frame and Cover to
Grade
1 EA
A1-
10 Adjust Water Valve Box and
Cover to Grade 4 EA
A1-
11 Adjust Water Meter Box and
Cover to Grade 1 EA
A1-
12 Adjust Survey Monument Box
and Cover to Grade 1 EA
A1-
13 Adjust Traffic Signal Box and
Cover to Grade 1 EA
A1-
14 Thermoplastic Traffic Stripe -
Detail 2 23 LF
A1-
15 Thermoplastic Traffic Stripe -
Detail 9 2,237 LF
A1-
16 Thermoplastic Traffic Stripe -
Detail 22 21 LF
A1-
17 Thermoplastic Traffic Stripe -
Detail 27B 60 LF
A1-
18 Thermoplastic Traffic Stripe -
Detail 38 153 LF
A1-
19 Thermoplastic Traffic Stripe -
Detail 38A 88 LF
A1-
20 Thermoplastic Traffic Stripe -
Detail 39 205 LF
A1-
21 Thermoplastic Traffic Stripe -
Detail 39A 120 LF
Bid Schedule
24 A1-
22 Thermoplastic Traffic Stripe -
Limit Line 5 LF
A1-
23 Thermoplastic Basic Crosswalk
(White or Yellow) 406 LF
A1-
24 Thermoplastic Ladder
Crosswalk (White or Yellow) 80 LF
A1-
25 Thermoplastic Continental
Crosswalk (White or Yellow) 40 LF
A1-
26 Thermoplastic Pavement
Markings 299 SF
Bid Schedule
25 2026/2027 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR ADD ALTERNATE 1 VARIOUS LOCATIONS 2
ITEM
NO. DESCRIPTION OF WORK EST. QTY. UNIT UNIT PRICE TOTAL COST A1-1 Mobilization 1 LS
A1-2 Water Pollution Control 1 LS
A1-3 Traffic Control System 1 LS
A1-4
Full Depth Base Repair (8-inch
Depth) 104,663 SF
A1-5
Increase Base Repair Depth by 2"
from 8" to 10" (Incremental)
(Revocable Bid Item)
5,233 SF
A1-6
Increase Base Repair Depth by 4"
from 8" to 12" (Incremental)
(Revocable Bid Item)
3,140 SF
A1-7
Subgrade Over-Excavation
(Revocable Bid Item) 194 CY
A1-8
Adjust Sanitary Sewer Manhole
Frame and Cover to Grade 6 EA
A1-9
Adjust Telecommunications
Manhole Frame and Cover to
Grade
1 EA
A1-10 Adjust Water Valve Box and Cover
to Grade 4 EA
A1-11 Adjust Water Meter Box and
Cover to Grade 1 EA
A1-12 Adjust Survey Monument Box and
Cover to Grade 1 EA
A1-13 Adjust Traffic Signal Box and
Cover to Grade 1 EA
A1-14 Thermoplastic Traffic Stripe -
Detail 2 23 LF
A1-15 Thermoplastic Traffic Stripe -
Detail 9 2,237 LF
A1-16 Thermoplastic Traffic Stripe -
Detail 22 21 LF
A1-17 Thermoplastic Traffic Stripe -
Detail 27B 60 LF
A1-18 Thermoplastic Traffic Stripe -
Detail 38 153 LF
A1-19 Thermoplastic Traffic Stripe -
Detail 38A 88 LF
Bid Schedule
26 A1-20 Thermoplastic Traffic Stripe -
Detail 39 205 LF
A1-21 Thermoplastic Traffic Stripe -
Detail 39A 120 LF
A1-22 Thermoplastic Traffic Stripe - Limit
Line 5 LF
A1-23 Thermoplastic Basic Crosswalk
(White or Yellow) 406 LF
A1-24 Thermoplastic Ladder Crosswalk
(White or Yellow) 80 LF
A1-25 Thermoplastic Continental
Crosswalk (White or Yellow) 40 LF
A1-26 Thermoplastic Pavement Markings 299 SF
A1-27 Inductive Traffic Loop (Type A) 3 EA
A1-28 Inductive Traffic Loop (Type D) 1 EA
TOTAL ADD ALTERNATE 1 BID
ADD ALTERNATE 1 BID SUMMARY
ADD

ALTERNATE
1 BID
TOTAL PRICE IN FIGURES $

TOTAL PRICE IN WORDS
The basis of award for this project is the Base Bid. The amount of the bid for comparison purposes will be the total of all items.

Bid Schedule
27 2026/2027 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR ADD ALTERNATE 2 VARIOUS LOCATIONS 3
ITEM NO. DESCRIPTION OF WORK EST.

QTY. UNIT UNIT PRICE TOTAL COST
A2-1 Mobilization 1 LS
A2-2 Water Pollution Control 1 LS
A2-3 Traffic Control System 1 LS
A2-4
Full Depth Base Repair (8-inch
Depth) 94,520 SF
A2-5
Increase Base Repair Depth by 2"
from 8" to 10" (Incremental)
(Revocable Bid Item)
4,726 SF
A2-6
Increase Base Repair Depth by 4"
from 8" to 12" (Incremental)
(Revocable Bid Item)
2,836 SF
A2-7
Subgrade Over-Excavation
(Revocable Bid Item) 175 CY
A2-8
Adjust Sanitary Sewer Manhole
Frame and Cover to Grade 18 EA
A2-9
Adjust Storm Drain Manhole
Frame and Cover to Grade 1 EA
A2-10
Adjust Telecommunications
Manhole Frame and Cover to
Grade
2 EA
A2-11 Adjust Water Valve Box and Cover
to Grade 38 EA
A2-12 Adjust Water Meter Box and
Cover to Grade 1 EA
A2-13 Adjust Survey Monument Box and
Cover to Grade 3 EA
A2-14 Adjust Anode Box and Cover to
Grade 3 EA
A2-15 Thermoplastic Traffic Stripe -
Detail 9 694 LF
A2-16 Thermoplastic Traffic Stripe -
Detail 22 106 LF
A2-17 Thermoplastic Traffic Stripe -
Detail 29 196 LF
A2-18 Thermoplastic Traffic Stripe -
Detail 27B 177 LF
A2-19 Thermoplastic Traffic Stripe -
Detail 38 43 LF
A2-20 Thermoplastic Traffic Stripe -
Detail 38A 80 LF
Bid Schedule
28 A2-21 Thermoplastic Traffic Stripe -
Detail 39 512 LF
A2-22 Thermoplastic Traffic Stripe -
Detail 39A 309 LF
A2-23 Thermoplastic Traffic Stripe - 4"
White Line 20 LF
A2-24 Thermoplastic Traffic Stripe - 6"
White Line 46 LF
A2-25 Thermoplastic Traffic Stripe - Limit
Line 28 LF
A2-26 Thermoplastic Basic Crosswalk
(White or Yellow) 315 LF
A2-27 Thermoplastic Ladder Crosswalk
(White or Yellow) 20 LF
A2-28 Thermoplastic Diagonal Crosswalk
(White or Yellow) 4 LF
A2-29 Thermoplastic Continental
Crosswalk (White or Yellow) 4 LF
A2-30 Thermoplastic Pavement Markings 453 SF
TOTAL ADD ALTERNATE 2 BID
ADD ALTERNATE 2 BID SUMMARY
ADD

ALTERNATE
2 BID
TOTAL PRICE IN FIGURES $

TOTAL PRICE IN WORDS
The basis of award for this project is the Base Bid. The amount of the bid for comparison purposes will be the total of all items.

The undersigned acknowledges the receipt of the following addenda to the drawings and specifications.

AddeAddendum No. Date Date AddeAddendum No. Date Date
The undersigned hereby certifies that they understand and agree that the items listed as Bid Alternates may be incorporated into the Contract Documents at the discretion of the City depending on the financial resources available at the time the contract is awarded. The undersigned herby certifies they understand and agree that regardless of whether the City incorporates the use of the Bid Alternates, the Low Bidder will be determined by the Total Bid (as shown above); which is the total of the Base Bid.

Bid Schedule
29 The undersigned hereby certifies that he has an appropriate license, issued by the State of California to provide this work; that such license will be in full force and in effect throughout the duration of construction; and that any and all subcontractors to be employed on this project will be similarly licensed.

Dated
California Contractor’s License No.

CONTRACTOR
Signature Print or Type Name and Title
REJECTION OF BIDS:

The undersigned agrees that the City of Richmond reserves the right to reject any or all bids, and reserves the right to waive informalities in a bid or bids not affected by law, if to do so seems to best serve the public interest.

TIME
The undersigned agrees to furnish, within ten (10) working days from the receipt of the Notice of Award of Contract, the items required by Section SP-3 of the Special Provisions. The failure to timely provide such items may result in annulment of the award and forfeiture of the Proposal Guarantee.

The undersigned agrees to begin work within ten (10) working days after the date specified in the Notice to Proceed.

If the proposal is accepted, the undersigned agrees to execute the required agreement and furnish the required bonds within ten (10) working days from the date of signing of this Contract.

BID DEPOSIT
There is enclosed herewith, a certified check or surety bond in the sum of ten percent (10%) of the base bid DOLLARS AND
CENTS ($ ) made payable to the City of Richmond and the undersigned agrees that in case of his failure to execute the necessary contract and furnish the required bonds, the certified check or surety bond the money payable thereon, shall be and remain the property of the City.

NOTE: The estimated quantities listed in the Proposal Bid Sheet(s) are supplied to give an indication of the general scope of work, but the accuracy of these figures is not guaranteed and Bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by Bidder, the unit price will be considered to be the bid.

The unit price or lump sum prices to be paid for the items listed in the Proposal Bid Sheet shall include full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in furnishing and installing the materials complete and in place, in accordance with Bid Schedule
30 the details as shown on the Work Orders and as specified herein. Any items shown on the Work Orders, but not included in the bid items, shall be considered as appurtenant items. All costs shall be included within the appropriate item of the Contractor’s bid.

IN WITNESS WHEREOF, the above-bounded parties have executed this instrument under their several seals this __________day of __________, 20____, the name and corporate seals of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives, pursuant to authority of its governing body. (Corporate Seal) Principal
By: _____________________________
(Acknowledgment) Title: ____________________________
(Corporate Seal) Surety
By: __________________________
Attorneys-in-fact
(Acknowledgment) Title __________________________
NOTE TO SURETY COMPANY: The
following form of acknowledgment should be
used. If any other form of acknowledgment is
used, there must be submitted a certified
copy of unrevoked resolution of authority for
the attorney-in-fact. A notary public or other officer completing this certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document.

Instructions to Bidders
31 NOTARIAL ACKNOWLEDGMENT OF ATTORNEY-IN-FACT OF SURETY STATE OF CALIFORNIA }
} ss.

COUNTY OF __________ }
On _____________________ , before me, _______________________ a Notary Public, personally appeared ______________________________________ , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacity(ies), and that by their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

WITNESS my hand and official seal.
______________________________________________
Notary Public
(Seal)
Instructions to Bidders
32 END OF BID SCHEDULE
Bid Proposal
33 City of Richmond
Department of Public Works

BID PROPOSAL
DATE: _____________________________
TO THE CITY CLERK OF RICHMOND, CALIFORNIA:

NAME OF BIDDER
___________________________________________________________________________ BUSINESS P.O. BOX
___________________________________________________________________________

BUSINESS STREET ADDRESS
___________________________________________________________________________ (Please include even if P.O. Box used)

CITY, STATE, ZIP
___________________________________________________________________________ TELEPHONE NO. AREA CODE ( )___________________________________________ FAX NO. AREA CODE ( ) _________________________________________ CONTRACTOR LICENSE NO. __________________________________________________ LICENSE EXPIRATION DATE ___________________________________________________ DEPARTMENT OF INDUSTRIAL RELATIONS NO. ___________________________________ 2026/2027 PAVING PROJECT- CITYWIDE ARTERIAL BASE REPAIR VARIOUS LOCATIONS The work to be done and referred to herein is in the City of Richmond, Contra Costa County, State of California. Construction to be in accordance with the Special Provisions including the payment of not less than the minimum wage rates set forth herein and the Contract annexed hereto and also in accordance with the State Standard Specifications dated 2023 and the current "Equipment Rental Rates and the Contractor is hereby notified that this project is subject to prevailing wage rates as described in the Instructions to Bidders.

To the City of Richmond Department of Public Services:

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; and the work orders therein referred to; and they propose, and agree if this Proposal is accepted, that they will contract with the City of Richmond to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials Bid Proposal
34 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 item prices to wit:

END OF BID PROPOSAL
Bid Schedule
35 City of Richmond
Department of Public Works

SUBCONTRACTOR FORM
(Required Listing of Proposed Subcontractors)
The Contractor certifies he/she has used the sub-bids of the following listed Contractors in making up his/her bid and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with applicable provisions of the specifications and Section 4100 et seq. of the Public Works Code – “Subletting and Subcontracting Fair Practices Act.” No changes may be made in these subcontractors except upon the prior approval of the City Engineer of the City of Richmond pursuant to Section 4107 of the Public Contracts Code. The following information is required for each subcontractor.

Additional pages can be attached if required.

City will not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations (“DIR”) to perform public work under Labor Code Section 1725.5, subject to limited legal exceptions.

1. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

DIR Registration No.: Richmond Firm: Y/N?
Address: ________________________________ Tel: ( )
Dollar Amount & Percent of Total Bid: $ ( %)
Description of portion of work subcontracted:______________________________________

2. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

3. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

4. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

Bid Schedule
36 DIR Registration No.: Richmond Firm: Y/N?
Address: _________________________________ Tel: ( )
Dollar Amount & Percent of Total Bid: $ ( %)
Description of portion of work subcontracted:______________________________________

5. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

6. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

7. Name: __________________________________ Item No(s).

Contractor’s License No.: Class: Exp. Date:

DIR Registration No.: Richmond Firm: Y/N?
Address: _________________________________ Tel: ( )
Dollar Amount & Percent of Total Bid: $ ( %)
Description of portion of work subcontracted:______________________________________ *Licenses are renewable annually. If no valid license, indicate “NONE.” Valid license must be obtained prior to submission of signed contracts. This applies to all subcontractors.

NOTE: If alternate bids are called for, and Contractor intends to use different or additional subcontractors on the alternates, he/she must provide a separate list of subcontractors for each alternate.
_______________________________________
Signature of Bidder
Bid Schedule
37 BIDDER'S FINANCIAL RESPONSIBILITY, TECHNICAL ABILITY & EXPERIENCE

THE BIDDER SHALL FURNISH EVIDENCE OF FINANCIAL RESPONSIBILITY AND ABILITY TO PERFORM THE WORK INCLUDED IN THIS PROPOSED CONTRACT. SUCH

EVIDENCE MAY INCLUDE, BUT NOT BE LIMITED TO, A FINANCIAL STATEMENT AS OF THE DATE OF BID; A STATEMENT, WITH REFERENCES, OF THREE COMPLETED PROJECTS OF A SCOPE & PRICE SIMILAR TO THAT INCLUDED HEREIN; A STATEMENT OF THE LAST THREE PROJECTS PERFORMED REGARDLESS OF THEIR CHARACTER; AND SUCH

OTHER INFORMATION WHICH WILL ENABLE THE PUBLIC WORKS DIRECTOR TO JUDGE THE BIDDER'S RESPONSIBILITY, EXPERIENCE, SKILL AND BUSINESS STANDING.

The bidder has been engaged in the contracting business under State License No. for a period of years and has the following DIR Registration No.__________.

The bidder’s three recently completed projects similar to the work outlined by Section – 4 Scope of Work, of these special provisions for a Public Agency in the State of California:

1. Title of Project:

Owner:

Address:

Telephone No.:

Engineer in Charge:

Date Accepted:

2. Title of Project:

Owner:

Address:

Telephone No.:

Engineer in Charge:

Date Accepted:

Bid Schedule
38 3. Title of Project:

Owner:

Address:

Telephone No.:

Engineer in Charge:

Date Accepted:

Reference is hereby made to the following bank or banks as to the financial responsibility of the bidder:

Name of Bank Address
Reference is hereby made to the following surety companies as to the financial responsibility and general reliability of the bidder:

Company:

Address:

Company:

Address:

Bid Schedule
39 BIDDER’S RESPONSE SHEET
Please answer the following questions and sign the Qualification Statement certification for 2026/2027 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR VARIOUS LOCATIONS:

Contractor will be immediately disqualified if the answer to any of questions 1 through 3 is “No.” A. Contractor has a liability insurance policy with a policy limit of at least $2,000,000 per occurrence and $4,000,000 aggregate.
 Yes  No
B. Contractor has current workers’ compensation insurance policy as required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq.  Yes  No
C. Contractor’s Field Superintendent/Foreman has a minimum of five (5) years of construction experience doing similar scope of work per the project description, each with a minimum construction value of $100,000. Please attach a copy of a resume of the proposed Field Supervisor/Foreman, detailing the similar project descriptions, project responsibilities, relevant experience, and project owner references including current contact information.  Yes  No
Contractor may be disqualified if the answer to any of questions 4 through 15 is “Yes”.

Explanation deemed to be Assistant Public Works Director/City Engineer D. Has your contractor’s license been revoked at any time in the last five (5) years?  Yes  No
E. Has a surety firm completed a contract on your behalf, or paid for completion because your firm was default terminated by the project owner within the last five (5) years?  Yes  No
F. At the time of submitting this Qualification Statement, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to Labor Code section 1777.1.
 Yes  No
G. At any time during the last five (5) years, has your firm or any of its officers been convicted of a crime involving the awarding of a contract of a government construction project, or the bidding or performance of a government contract?
 Yes  No
H. Was your firm in bankruptcy at any time during the last five (5) years?  Yes  No
I. Has your firm or any of its owners, officers or partners ever been found liable in a civil suit or found guilty in a criminal action for making any false claim or material misrepresentation to any public agency or entity?
 Yes  No
J. Has your firm or any of its owners, officers or partners ever been convicted of a crime involving any federal, state, or local law related to construction? Bid Schedule
40  Yes  No
K. Has your firm or any of its owners, officers or partners ever been convicted of a federal or state crime of fraud, theft, or any other act of dishonesty?  Yes  No
L. Defaulted on a contract forcing a surety to suffer a loss?  Yes  No
M. Had any mediation or arbitration on a contract initiated by the owner/public agency?  Yes  No
N. Has the Contractor been fined, penalized or otherwise found to have violated any State or Federal fair employment provision or law?
 Yes  No
O. Has the Contractor been fined, penalized or otherwise found to have violated any prevailing wage provisions?
 Yes  No
Explanation field for the ones they answered yes are subject for review, and not automatically disqualified.

Qualifications Statement Certification. The Undersigned declares under penalty of perjury that all of the responsibility information submitted with this form is true and correct and that this Declaration was executed by a duly authorized officer of the Company.

Signature
Typed or Printed Name and Title
Firm Name
Address
Telephone Number Fax Number
QS Contact Email Address:

END OF SUBCONTRACTOR FORM
Bid Schedule
41 STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Bidder is required to state what work of a similar character to that included in the proposed Contract that he or she has successfully performed in the last 5 years, especially for public agencies. Provide the number of similar projects, their description, and references, which will enable the City to judge his or her responsibility, experience, skill, and financial standing. Detail any involvement, past or current, relative to litigation or other disputes, if any, concerning your performance.

Signature of Bidder
Bid Schedule
42 BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS The Bidder is required to state any and all instances of being disqualified, removed, or otherwise prevented from bidding on or completing any contract for construction.

1. Have you ever been disqualified from any contract?
Yes No

2. If yes, explain the circumstances:
_
Signature of Bidder

END OF SUBCONTRACTOR FORM
Public Contract Code
43 City of Richmond
Department of Public Works

PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the Bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has_____ has not_____been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of any public works contract as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a check mark after “has” or “has not” in one of the blank space provided. The above Statement is part of the Bid Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Public Contract Code Section 10162 Questionnaire
In accordance with 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? Yes_____ No_____
If the answer is yes, explain the circumstances in the following space.

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

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

WORKERS’ COMPENSATION CERTIFICATION
I am aware of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract.

By:

Title:

Date:

END OF PUBLIC CONTRACT CODE
Debarment and Suspension Certification
45 City of Richmond
Department of Public Works

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

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

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

Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

END OF DEBARMENT AND SUSPENSION CERTIFICATION
Bidder’s Non-Collusion Affidavit
46 City of Richmond
Department of Public Works
BIDDER’S NON-COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
(Must be executed by Bidder and submitted with Bid)
State of California )
) ss
County of )
, being first duly sworn, deposes and says that he or she is of
,
the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone, to fix the bid price of the bidder or any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged the information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or any member or agent thereof to effectuate a collusive or sham bid.

Subscribed and sworn to before me this ____ day of 2026.

By:

Title
Notary Public
Date:

END OF BIDDER’S NON-COLLUSION AFFIDAVIT
Bidder’s Bond
47 City of Richmond
Department of Public Works
BIDDER’S BOND
Bond No. ______
KNOW ALL MEN BY THESE PRESENTS:

That We, , as Principal, and , as Surety, are hereby held and firmly bound unto the City of Richmond, in the penal sum of TEN PERCENT (10%) of the total bid submitted by said Principal to the City of Richmond for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT, whereas the Principal has submitted to the City of Richmond a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the Project.

NOW, THEREFORE, if said bid submitted by the Principal be accepted and the contract be awarded to the Principal and the Principal shall, within ten (10) days after having received notice that the contract has been awarded to the Principal, enter into the Contract so awarded, shall furnish the required corporate surety bonds and insurance coverage verification and shall in all other respects perform the agreement created by the acceptance of the bid, then this obligation shall be void, otherwise the same shall remain in full force and effect.

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

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Richmond in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

Bidder’s Bond
48 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals on this
_______day of___________, 2026.

By: __________________________________
Title_________________________________
By:__________________________________
Title:________________________________
Note: This bond must be dated, the surety’s signature must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.

END OF BIDDER’S BOND
Performance Bond
49 City of Richmond
Department of Public Works

PERFORMANCE BOND
Bond No. ____________
Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter designated as “principal”) have entered into an agreement whereby principal agrees to install and complete certain designated public improvements, which said agreement, dated __________, 2026, and identified as project __________, is hereby referred to and made a part hereof; and
Whereas, Said principal is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement.

Now, therefore, we, the principal and __________, as surety, are held and firmly bound unto the City of Richmond (hereinafter called “City”), in the penal sum of __________ dollars ($__________) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 2026.

By: _________________________
Title: _________________________
By: _________________________
Title: _________________________

END OF PERFORMANCE BOND
Bid Schedule
50 City of Richmond
Department of Public Works

PAYMENT BOND
(LABOR AND MATERIALS)
Bond No. ____________
Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter designated as “the principal”) have entered into an agreement whereby the principal agrees to install and complete certain designated public improvements, which agreement, dated __________, 202__, and identified as project __________, is hereby referred to and made a part hereof; and
Whereas, Under the terms of the agreement, the principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Richmond to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code.

Now, therefore, the principal and ____________, as corporate surety, are held firmly bound unto the City of Richmond (hereinafter called “City”) and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the agreement and referred to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the sum of __________ dollars ($ __________), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 202__.

Bid Schedule
51 (Corporate Seal) Principal
By: _____________________________
(Acknowledgment) Title: ____________________________
(Corporate Seal) Surety
By: __________________________
Attorneys-in-fact
(Acknowledgment) Title __________________________
NOTE TO SURETY COMPANY: The
following form of acknowledgment should be
used. If any other form of acknowledgment is
used, there must be submitted a certified
copy of unrevoked resolution of authority for
the attorney-in-fact.

A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document.

Payment Bond
52 NOTARIAL ACKNOWLEDGMENT OF ATTORNEY-IN-FACT OF SURETY STATE OF CALIFORNIA }
} ss.

WITNESS my hand and official seal.
________________________
Notary Public
(Seal)

END OF PAYMENT BOND
Bid Schedule
53 City of Richmond
Department of Public Works

WARRANTY BOND
City of Richmond (“City”) and ____________________________ (“Contractor”) have entered into a contract, dated _________________, 20___ (“Contract”) for work on the 2026/2027 PAVING PROJECT – CITYWIDE ARTERIAL BASE REPAIR VARIOUS LOCATIONS (“Project”). The Contract is incorporated by reference into this Warranty Bond (“Bond”).

1. General. Under this Bond, Contractor as principal and _______________ __________, its surety (“Surety”), are bound to City as obligee in the maximum amount of 10% of the final Contract Price, unless otherwise specified in the Contract Documents.

2. Warranty Period. The Contract requires Contractor to guarantee its work and that of its Subcontractors on the Project, against defects in materials or workmanship which are discovered during the one-year period commencing with City’s acceptance of the Project (“Warranty Period”).

3. Surety’s Obligations. If Contractor faithfully carries out and performs its guarantee under the Contract, and, on due notice from City, repairs and remedies, at its sole expense, any and all defects in materials and workmanship in the Project which are discovered during the Warranty Period, or if Contractor promptly reimburses City for all loss and damage that City sustains to correct said defects within seven (7) days from the date of said notice because of Contractor’s failure to makes such repairs in accordance with the Contract requirements, then Surety’s obligations under this Bond will be null and void. Otherwise, Surety’s obligations will remain in full force and effect.

4. Waiver. Surety waives the provisions of Civil Code §§ 2819 and 2845.

5. Notice. Any notice to Surety may be given in the manner specified in the Contract and delivered or transmitted to Surety as follows:

Attn: ________________________________________________
Address: ____________________________________________
City/State/Zip: ________________________________________ Phone: ______________________________________________
Fax: ________________________________________________
Email: ______________________________________________

6. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Contra Costa County Superior Court, and no other place. Surety will be responsible for City’s attorneys’ fees and costs in any action to enforce the provisions of this Bond.

7. Effective Date; Execution. This Bond is entered into and is effective on __________, 20_________.

IN WITNESS WHEREOF, the above-bounded parties have executed this instrument under their several seals this __________day of __________, 20____, the name and corporate seals of Bid Schedule
54 each corporate party being hereto affixed and these presents duly signed by its undersigned representatives, pursuant to authority of its governing body. (Corporate Seal) Principal
By: _____________________________
(Acknowledgment) Title: ____________________________
(Corporate Seal) Surety
By: __________________________
Attorneys-in-fact
(Acknowledgment) Title __________________________
NOTE TO SURETY COMPANY: The
following form of acknowledgment should be
used. If any other form of acknowledgment is
used, there must be submitted a certified
copy of unrevoked resolution of authority for
the attorney-in-fact.

Warranty Bond
55 NOTARIAL ACKNOWLEDGMENT OF ATTORNEY-IN-FACT OF SURETY STATE OF CALIFORNIA }
} ss.

WITNESS my hand and official seal.
__________________________________________
Notary Public
(Seal)
[Signatures are on the following page.]
Warranty Bond
56 SURETY:
___________________________________
Business Name
__________________________________ ______________________________ Date
___________________________________
Name, Title
(Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR:
___________________________________
Business Name
___________________________________ ______________________________ Date
___________________________________
Name, Title
APPROVED BY CITY:
__________________________________ ______________________________ Date
____________________________________
Name, Title

END OF WARRANTY BOND

FIRST SOURCE AGREEMENT
57 City of Richmond
Department of Public Works

FIRST SOURCE AGREEMENT

1. GENERAL INFORMATION
A. The City of Richmond First Source Agreement shall be executed between the Prime Contractor and the City of Richmond at a time during the Contract Award as directed by the City of Richmond.

B. A sample copy of this agreement along with any pertinent exhibits is in Appendix A.

END FIRST SOURCE AGREEMENT

CONTRACT
58 City of Richmond
Department of Public Works

CONTRACT

CONSTRUCTION AGREEMENT
This Construction Agreement (“Agreement”) is made and entered into this ____ day of ____, 20__, by and between the City of Richmond, a municipal corporation and charter city (“City”) and __________________ (“Contractor”), with reference to the following facts. The parties may be referred to in this Agreement individually as “Party” and collectively as the “Parties.”

RECITALS
A. Contractor is a _____________ duly organized and in good standing in the State of California, License Number ________. Contractor represents and warrants that it has the background and experience set forth in the Contractor’s responses to the notice inviting bids.

B. Contractor represents that it is duly licensed by the State of California and has the background, knowledge, experience and expertise to perform the obligations set forth in this Contract.

C. On __________ the City issued a Notice to Contractors inviting bids for the Project. A copy of the Contractor’s Bid proposal and List of Subcontractors is attached herein and incorporated by this reference.

D. The City desires to retain Contractor as an independent contractor to provide the construction and other services identified in this Contract for the Project upon the terms and conditions contained herein.

ARTICLE I

CONSTRUCTION OF PROJECT
Section 1.1 Contract Documents.

Project Specifications – including the Notice to Prospective Bidders, Invitation for Bids, Instructions to Bidders, Special Provisions, Description of Work, Construction Details (including all plans and specifications), and Proposal Package, along with any Requests for Information (RFI), responses to RFI, and addenda issued prior to the deadline for submitting bids [THIS

LIST MAY BE MODIFIED TO PROVIDE A MORE DETAILED DESCRIPTION OF THE DOCUMENTS FOR YOUR PROJECT – FOR EXAMPLE, YOU MAY SPECIFY THE NUMBER OF RFI/RESPONSES TO RFI THAT RE INCLUDED] – Contractor’s Proposal as attached, and this Agreement, constitute the “Contract Documents.”
Section 1.2 Construction.

Contractor shall furnish all labor, materials, methods, processes, implements, tools and machinery, within the time frames set, and do all the things necessary for the proper completion of the work shown and described in Contract Documents.

Section 1.3 Payments.

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59 Contractor agrees to receive and accept the sums set forth in the Bid Schedule attached as part of the Proposal, as full compensation for furnishing all materials and doing all the work contemplated and required by this Agreement, and for all loss or damage arising out of the nature of the undertaking of the construction of the Project, or from the acts of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the construction of the Project until its completion and acceptance by the City, and for all expenses incurred by or in consequence of the suspension or discontinuance of the construction of the Project, and for well and faithfully performing the construction of the Project and the whole thereof, in the manner and according to the Contract Documents.

Section 1.4 Discovery of Hazardous Waste or Unusual Conditions. (a) Promptly and before the following conditions are disturbed, the Contractor shall notify the City in writing of any:
(1) Material that the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
(2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. (b) The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor's cost of, or the time required for, performance of any part of the work shall issue a Change Order under the procedures described in this Agreement.
(c) In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by this Agreement, but shall proceed with all work to be performed under this Agreement. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the Parties.

Section 1.5 Laws and Regulations.
(a) The Project work shall proceed only after procurement of each permit, license, or other authorization that may be required by any governmental agency having jurisdiction, and Contractor shall be responsible to the City for the procurement and maintenance thereof.
(b) Contractor shall cause all work performed in connection with construction of the Project to be performed in compliance with (i) all applicable laws, ordinances, rules and regulations now in force or that may be enacted hereafter; (ii) all conditions of Project approval and mitigation measures included in any adopted or certified environmental

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60 document prepared for the Project; and (iii) all directions, rules and regulations of any fire marshal, health officer, building inspector, or other officer of every governmental agency now having or hereafter acquiring jurisdiction, provided that such direction given during construction does not conflict with conditions of Project approval or mitigation measures.
(c) Contractor shall and shall cause its subcontractors to pay prevailing wages in the construction of the Project as those wages are determined pursuant to Labor Code Sections 1720 et seq., and implementing regulations of the Department of Industrial Relations, and to comply with all other applicable federal, State and local laws, regulations and ordinances pertaining to labor standards insofar as those laws, regulations and ordinances apply to the performance of this Agreement, including any applicable City of Richmond employment requirements, including but not limited to the City's Living Wage Ordinance (Richmond Municipal Code Chapter 2.60), the City's Business Opportunity Ordinance (Richmond Municipal Code Chapter 2.50), and the City's Local Employment Program Ordinance (Richmond Municipal Code Chapter 2.56).

During the construction of the Project, Contractor shall post at the construction site the applicable prevailing rates of per diem wages. Contractor shall indemnify, hold harmless and defend, (with counsel reasonably acceptable to the City) the City against any claims for damages, compensation, fines, penalties or other amounts arising out of failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages in connection with construction of the Project. This Section 1.5(c) shall survive the termination of this Agreement.
(d) Contractor and all subcontractors shall maintain accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker and others employed on the Project. Each payroll record shall contain or be verified by a written declaration made under penalty of perjury, stating both of the following: (1) the information contained in the payroll record is true and correct, and (2) the employer has complied with the requirements of Labor Code Section 1771 (prevailing wage provisions), Section 1811 (eight-hour day, forty-hour week provisions), and Section 1815 (overtime compensation) for any work performed by his or her employees on the Project. The Contractor shall provide certified payroll records to the City each week, no later than ten (10) days after the end of a weekly pay period. Pay records shall be maintained and made available in accordance with Labor Code Section 1776. In addition, Contractor shall and shall cause its subcontractors promptly to deliver to the City, upon request, documents verifying compliance with the Living Wage Ordinance, which include documents which evidence that each affected employee has been notified regarding the wages required to be paid pursuant to the Living Wage Ordinance. Such wages shall also be posted at the construction site. This Section 1.5(d) shall survive the termination of this Agreement.

Section 1.6 Inspections.

Contractor shall permit and facilitate, and shall require its subcontractors to permit and facilitate, observation and inspection of the Project by the City and by public authorities at all times for the purposes of determining compliance with this Agreement and permits issued to perform the Project work. In so doing, Contractor shall provide access for testing and inspections.

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61 Contractor shall coordinate and schedule all testing and inspections required on the Project with the required advance notice as defined in the Project Specifications.

Section 1.7 Equal Opportunity.
(a) During the construction of the Project there shall be no discrimination on the basis of race, color, creed, religion, age, sex, sexual orientation, marital status, national origin, ancestry, or disability in the hiring, firing, promoting, or demoting of any person engaged in the construction work.
(b) In addition, Contractor agrees to observe the provisions of Section 2.28.030 of the Richmond Municipal Code, obligating Contractor and its subcontractors to refrain from discriminatory employment or subcontracting practices on the basis of race, color, sex, sexual orientation, religion, creed, national origin or ancestry of any employee, any applicant for employment or any potential subcontractor.

Section 1.8 Working Hours.

Eight hours of labor is a legal day’s work. Any worker’s time of service is restricted to eight hours during any calendar day, and 40 hours during a calendar week, unless overtime compensation is paid at not less than one and one-half times the basic rate of pay. The Contractor shall be assessed a penalty of twenty-five dollars ($25) for each day a worker is employed in violation of these requirements.

Section 1.9 Insurance and Bond Requirements.
(a) In accordance with California Labor Code Section 3700, Contractor must secure Workers’ Compensation coverage for its employees. Prior to performing any work, Contractor must execute a certification in the form set out at California Labor Code Section 1861.
(b) Contractor shall submit to the City evidence of the insurance and payment and performance bond coverage meeting the requirements set forth in the Project Specifications. Proof of insurance and bonding related to the construction of the Project shall be provided to the City not more than (10) days after award of the contract. The City shall review and approve or disapprove of the evidence of insurance within twenty (20) days after submittal of complete information in the form required by the City. If the City disapproves the evidence of insurance, it shall specify in writing the reasons for such disapproval. Contractor shall resubmit the information required within ten (10) days. The review and submittal periods for resubmittals shall be reduced to a ten (10) day review period for the City and a five (5) day period for resubmittal by Contractor and shall continue to apply until the City approves the evidence of insurance coverage, but in no event shall the submittal and review period continue for more than forty-five (45) days. If, after forty-five (45) days the Contractor has not provided evidence of insurance and bond coverage meeting the requirements of the City, the City shall terminate the contract and may either award the work to the next lowest responsive responsible bidder or issue a new request for bids. (If the City issues a new request for bids, the Contractor shall be disqualified from re-bidding the work because of the failure to provide timely proof of insurance and/or bond coverage.) No work shall be initiated on the Project prior

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62 to Contractor's receipt of the City's approval of evidence of insurance coverage related to the construction of the Project.
(c) Contractor shall have furnished the City with evidence of the insurance coverage meeting the insurance requirements set forth in Project Specifications for each subcontractor prior to initiating any work on the Project, including Builder's Risk insurance with appropriate coverage for the cost of construction. The periods for submittal, review and approval shall apply as stated in subparagraph (b) above. (d) The Parties agree that notwithstanding the time requirements set forth in this subsection for submittal and resubmittal to the City by the Contractor of the evidence of insurance and review and approval of the evidence of insurance by the City, Contractor is responsible for ensuring that the evidence of insurance in approvable form is submitted to the City in a timely manner.

Section 1.10 Security In Lieu of Retention.
(a) The City shall retain five percent (5%) of the sum requested in each progress payment unless the Contractor elects to invoke the procedures set forth at California Public Contract Code 22300 to substitute securities to ensure performance under the contract.

1. At the request and the expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in the state as escrow agent, who shall then pay the retained funds to the Contractor.

Upon satisfactory completion of the contract, the securities shall be returned to the Contractor.

2. Alternatively, the Contractor may request and the City shall make payment of retentions earned directly to the escrow agent at the expense of the Contractor. At the expense of the Contractor, the Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for in Public Contract Code 22300 for securities deposited by the Contractor. Upon satisfactory completion of this Agreement, the Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from the owner, pursuant to the terms of this section.
(b) If the Contractor chooses to place securities in escrow, the escrow agreement to be used shall be substantially similar to the following form:

ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between _________________________________________________ whose address is ________________________________ hereinafter called "Owner," ___________ whose address is ________________________________ hereinafter called "Contractor" and ___________ whose address is ________________________________ hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention

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63 earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for ____ in the amount of ____ dated ____ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the Owner shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ____, and shall designate the Contractor as the beneficial owner. (2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.
(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner .
(6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.
(7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.
(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (5) to (8), inclusive, of this Agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.

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64 (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of Owner: On behalf of Contractor:
_______________________ _________________________
Title Title
_______________________ _________________________
Name Name
_____________________ _________________________
Signature Signature
_______________________ _________________________
Address Address
On behalf of Escrow Agent:

_______________________
Title
_______________________
Name
_______________________
Signature
_______________________
Address
At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner Contractor
________________________ _________________________
Title Title
________________________ _________________________
Name Name
________________________ _________________________
Signature Signature
Section 1.11 Senate Bill 854 Notice Requirements.

As provided in SB 854: a) no contactor or subcontractor may be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered with the Department of Industrial Relations (DIR) and qualified to perform public work pursuant to Section 1725.5 [Gov't Code Section 1771.1(a)]; b) no contractor or subcontractor may be awarded a public works contract unless registered with the DIR to perform public work pursuant to Section 1725.5 [Gov't Code Section 1771.1(b)]; and c) work performed on the project is subject to compliance monitoring and enforcement by the DIR [Gov't Code Section 1771.4].

Section 1.12 Job Site Notices.

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65 Contractor shall post at the job site notices in compliance with Title I California Code of Regulations Section 16451.

ARTICLE II

DEFAULT AND REMEDIES
Section 2.1 Events of Default.

In addition the remedies set forth in Section 2.2, below, in the event of default the Department Head reserves the right to stop work immediately if any action or inaction by the Contractor or any subcontractor creates a risk of imminent harm to the public or property.

Each of the following shall constitute a "Default" by Contractor under this Agreement:
(a) Breach of Covenants. Failure by Contractor or any subcontractor to duly perform, comply with, or observe any of the conditions, terms, or covenants of any of the Contract Documents. The City shall give Contractor written notice of the breach and specify a time in which to cure the breach. If the Contractor cures the breach within the time specified in the notice or, if the breach cannot be cured in the time specified but the Contractor has diligently pursued measures to cure the breach and to keep the City informed of its progress, then the breach shall not constitute a default provided that the breach is cured within thirty (30) days from the date of the City’s last notice and demand to cure.
(b) Disregard of Laws. Disregard of laws, rules, regulations, directions or instructions of City by Contractor or any subcontractor with respect to the performance of work.
(c) Insolvency. A court having jurisdiction shall have made or entered any decree or order (i) adjudging Contractor to be bankrupt or insolvent, (ii) approving as properly filed a petition seeking reorganization of Contractor or seeking any arrangement for Contractor under the bankruptcy law or any other applicable debtor's relief law or statute of the United States or any state or other jurisdiction, (iii) appointing a receiver, trustee, liquidator, or assignee of Contractor in bankruptcy or insolvency or for any of their properties, (iv) directing the winding up or liquidation of Contractor if any such decree or order described in clauses (i) to (iv), inclusive, shall have continued unstayed or undischarged for a period of ninety (90) days; or (v) Contractor shall have admitted in writing its inability to pay its debts as they fall due or shall have voluntarily submitted to or filed a petition seeking any decree or order of the nature described in clauses (i) to (iv), inclusive.
(d) Suspension; Termination. Contractor shall have voluntarily suspended its business, or shall have voluntarily or involuntarily lost or terminated one or more of the licenses required to perform the work.
(e) Liens on Property and the Development. There shall be filed any claim of lien (other than liens approved in writing by the City) against the Project or the construction site or any part thereof, or any interest or right made appurtenant thereto and the continued maintenance of said claim of lien for a period of twenty (20) days without discharge or satisfaction thereof or provision therefore (including, without limitation, the posting of bonds) satisfactory to the City.

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66 Section 2.2 Remedies.

The occurrence of any Default hereunder following the expiration of all applicable notice and cure periods will, either at the option of the City or automatically where so specified, relieve the City of any obligation to make or continue payments and shall give the City the right to proceed with any and all remedies set forth in the Contract Documents, including but not limited to the following:
(a) Specific Performance. The City shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Contractor to perform its obligations and covenants under this Agreement or to enjoin acts on things which may be unlawful or in violation of the provisions of this Agreement.
(b) Right of Contest. Contractor shall have the right to contest in good faith any claim, demand, levy, or assessment the assertion of which would constitute a Default hereunder. Any such contest shall be prosecuted diligently and in a manner unprejudicial to the City or the rights of the City hereunder. (c) Remedies Cumulative. No right, power, or remedy given to the City by the terms of the Contract Documents is intended to be exclusive of any other right, power, or remedy; and each and every such right, power, or remedy shall be cumulative and in addition to every other right, power, or remedy given to the City by the terms of any such instrument, or by any statute or otherwise against Contractor and any other person.

Neither the failure nor any delay on the part of the City to exercise any such rights and remedies shall operate as a waiver thereof, nor shall any single or partial exercise by the City of any such right or remedy preclude any other or further exercise of such right or remedy, or any other right or remedy.

Section 2.3 Waiver of Damages.

Contractor, in having tendered the Proposal, shall be deemed to have waived any and all claims for damages because of termination of this Agreement for any reason. Contractor shall not be entitled to any lost profit in the event of termination.

ARTICLE III

GENERAL PROVISIONS
Section 3.1 Relationship of Parties.

Nothing contained in this Agreement shall be interpreted or understood by any of the Parties, or by any third persons, as creating the relationship of employer and employee, principal and agent, limited or general partnership, or joint venture between the City and Contractor or its agents, employees or subcontractors, and Contractor shall at all times be deemed an independent contractor and shall be wholly responsible for the manner in which it or its agents, or both, perform the services required of it by the terms of this Agreement.

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67 withholding, and all other laws and regulations governing such matters, and shall include requirements in each contract that subcontractors shall be solely responsible for similar matters relating to their employees. Contractor shall be solely responsible for its own acts and those of its agents and employees.

Section 3.2 Change Orders.
(a) Changes affecting the time of performance, unit pricing, or total contract price shall be set forth in a written Change Order that shall specify:

1. The work performed in connection with the change to be made;

2. The amount of the adjustment to the Payment Limit, if any, and the basis for compensation for the work ordered; which adjustment may be a negotiated lump sum amount, agreed unit price, or paid under Section 9-1.04 “Force Account” of the 2010 State of California Department of Transportation Standard Specifications; and

3. The amount of time to be adjusted in the schedule for performance, if any. (b) A Change Order will become effective when signed by the Department Head, or his or her representative, notwithstanding that Contractor has not signed it. A Change Order will become effective without Contractor’s signature, provided the Department Head or his or her representative so indicates by noting thereon “unilateral change order.” (c) All changes in any plans and specification approved by any authority with jurisdiction over the Project may also require addenda or change orders approved by that authority.
(d) Where the City requests, a performance bond rider covering the changed work must be executed and delivered to the City before proceeding with the changed work, or shortly in time thereafter.
(e) The Department Head or his or her representative has the authority to approve Change Orders with a cumulative dollar value of up to ten percent (10%) of the contract price.

Section 3.3 Claims By Contractor.
(a) No Third-Party Claims. Nothing contained in this Agreement shall create or justify any claim against the City by any person that Contractor may have employed or with whom Contractor may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the construction of the Project, and Contractor shall include similar requirements in any contracts entered into for the construction of the Project.
(b) Obligation to File Claims for Disputed Work. Should it appear to the Contractor that the work to be performed or any of the matters relative to the Contract Documents are not satisfactorily detailed or explained therein, or should any questions arise as to the meaning or intent of the Contract Documents, or should any dispute arise regarding the true value of any work performed, work omitted, extra work that the Contractor may be required to perform, time extensions, payment to the Contractor during performance of the work, construction of the Project, and/or compliance with procedures or standards set forth in the Contract Documents, or should Contractor otherwise seek extra time or compensation FOR ANY REASON WHATSOEVER, then Contractor shall first follow the procedures set forth in this Agreement,

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68 including but not limited to Section 3.2, “Change Orders.” If a dispute remains, then Contractor shall give written notice to the City that expressly invokes this Section 3.3 and requests a determination of the issue. City shall decide the issue in writing within 15 days; City’s decision shall be final and the limitations period for the filing of a claim shall commence upon the City’s issuance of its decision. If Contractor disagrees with City’s decision, or if Contractor contends that City failed to provide a timely decision, then Contractor’s SOLE AND EXCLUSIVE REMEDY is to file a written claim setting forth Contractor’s position as required herein. (c) Form and Contents of Claim. The Claim shall be submitted to the City within thirty (30) days of receiving the City’s written decision regarding the dispute, or the date the Contractor contends such decision was due, and in no event later than the date of final payment. Contractor’s written claim must identify itself as a “Claim” under this Section 3.3 and must include the following: (1) a narrative of pertinent events; (2) citation to contract provisions; (3) theory of entitlement; (4) complete pricing of all cost impacts; (5) a time impact analysis of all time delays that shows actual time impact on the critical path; (6) documentation supporting items 1 – 5; and (7) verification under penalty of perjury of the claim’s accuracy. The Claim shall be priced like a Change Order, and must be updated every thirty (30) days as to cost and entitlement if it remains a continuing Claim. Routine contract materials, for example, correspondence, RFI, Change Order requests, or payment requests shall not constitute a Claim.

Contractor shall bear all costs incurred in preparation, submittal, and administration of a Claim. (d) Administration After Claim Submittal.

1. City may render a final decision based solely on the materials submitted in support of the Claim or may in its sole discretion conduct an administrative hearing on the Claim, in which case Contractor shall appear, participate, answer inquiries, and present any further evidence or analysis requested by City. Should City take no action on the Claim within forty-five (45) days (if the Claim is for less than $50,000) or within sixty (60) days (if the Claim is for $50,000 or more) of submittal, it shall be deemed denied.

2. Notwithstanding and pending the resolution of any Claim or dispute, Contractor shall diligently perform the disputed work to final completion in accordance with the City’s direction.

3. After their submittal, claims less than $375,000 shall also be subject to Section 20104 of the Local Agency Public Construction Act.
(e) Compliance

1. The provisions of this Section 3.3 constitute a non-judicial claim settlement procedure that, pursuant to California Government Code Section 930.2, shall constitute a condition precedent to the submittal of a valid claim under the California Government Code. Any Government Code claims alleging disputed work must affirmatively indicate prior compliance with this Section 3.3. In accordance with Richmond Municipal Code Section 1.10.010(b), all Government Code claims must be presented no later than the 100th day after the earlier of (i) the date the City actively or passively denied the Claim, or (ii) substantial completion or termination of the contract.

2. Failure to submit and administer Claims as required in Section 3.3 shall waive Contractor’s right to compensation for any disputed work not included in a timely Claim. Disputes not raised in a timely protest and timely Claim submitted under this Section 3.3 may not be asserted in any subsequent Government Code claim, administrative hearing, or civil action.

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69 3. City shall not be deemed to waive any provision under this Section 3.3 if, at City’s sole discretion, a Claim is administered in a manner not in accord with this Section 3.3. Waivers or modifications of this Section 3.3 may only be made by signed Change Order approved as to form by legal counsel for both City and Contractor. Oral or implied modifications shall be of no force or effect.

Section 3.4 Indemnification.
(a) To the fullest extent permissible by law, Contractor shall indemnify, defend, and hold harmless, and require its subcontractors to defend, indemnify and hold harmless, the City, its elected and appointed officials, and all of its employees, volunteers and agents (the "Indemnified Parties"), from all liability, penalties, costs, losses, damages, expenses, causes of action, claims or judgments, including attorney's fees and other defense costs (collectively, "Claims"), resulting from injury to or death sustained by any person (including Contractor’s or any subcontractors' employees), or damage to property of any kind, or any other injury or damage whatsoever, which Claims arise out of or are in any way connected with the construction of the Project, regardless of Contractor's fault or negligence; provided, however, that Contractor's, and Contractor's subcontractors' indemnity obligations hereunder shall not apply to the extent any Claims are caused by the active negligence or willful act or omission of an Indemnified Party.

The indemnification obligations of Contractor and its subcontractors shall extend to Claims asserted after termination of this Agreement for whatever reason. (b) In Claims against any person or entity indemnified under Section 3.4(a) above by an employee of Contractor or its subcontractors, anyone directly or indirectly employed by any one of them or anyone for whose acts one of them may be liable, the indemnification obligation under Section 3.4(a) above shall not be limited by a limitation on amount or type of damages, compensation of benefits payable under workers' compensation acts, disability benefit acts or other employee benefit acts.

Section 3.5 Non-Liability of City Officials, Employees and Agents.

No member, official, employee or agent of the City shall be personally liable to Contractor in the event of any default or breach by the City or for any amount which may become due to Contractor or its successor or on any obligation under the terms of this Agreement.

Section 3.6 No Third Party Beneficiaries.

There shall be no third party beneficiaries to this Agreement.

Section 3.7 Conflict of Interest.
(a) Except for approved eligible administrative or personnel costs, no person described in Section 3.7(b) below who exercises or has exercised any functions or responsibilities with respect to the activities funded pursuant to this Agreement or who is in a position to participate in a decision-making process or gain inside information with regard to such activities, may obtain a personal or financial interest or benefit from the activity, or have an interest in any contract, subcontract or agreement with respect thereto, or the proceeds thereunder, either for themselves or those with whom they have

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70 family or business ties, during, or at any time after, such person's tenure. Contractor shall exercise due diligence to ensure that the prohibition in this Section 3.7(a) is followed.
(b) The conflict of interest provisions of Section 3.7(a) above apply to any person who is an employee, agent, consultant, officer, or elected or appointed official of the City of Richmond, and any immediate family member or dependent of such person.

Section 3.8 Notices, Demands and Communications.

If at any time after the execution of this Agreement it shall become necessary or convenient for one of the Parties hereto to serve any notice, demand or communication upon the other Party, such notice, demand or communication shall be in writing and shall be served personally or by depositing the same in the registered United States mail, return receipt requested, postage prepaid or delivered by express delivery service, return receipt requested and
(1) if intended for the City shall be addressed to:

City of Richmond
450 Civic Center Plaza
Richmond, California 94804
Attention: XXXX
With copy to:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Attention: City Attorney
(2) if intended for Contractor shall be addressed to:

XXXX
XXXX
XXXX
Attn: XXXX
Any notice, demand or communication shall be deemed given, received, made or communicated on the date personal delivery is affected or, if mailed in the manner herein specified, on the delivery date or date delivery is refused by the addressee, as shown on the return receipt. Any Party may change its address at any time by giving written notice of such change at least ten (10) days prior to the date such change is desired to be effective.

Section 3.9 Applicable Law.

This Agreement shall be governed by California law. This Agreement is made in Contra Costa County, California, and any action relating to this Agreement shall be instituted and prosecuted in the courts of Contra Costa County, California.

CONTRACT
71 Section 3.10 Parties Bound.

Except as otherwise limited herein, the provisions of this Agreement shall be binding upon and inure to the benefit of the Parties and their heirs, executors, administrators, legal representatives, successors, and assigns. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor, successor, or assign of such Party who has acquired an interest in compliance with the terms of this Agreement or under law. This Agreement shall be binding upon and inure to the benefit of the heirs, administrators, executors, successors in interest, and assigns of each of the Parties.

Section 3.11 Severability.

If any term of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability.

Section 3.12 Force Majeure.

Performance by either Party shall not be deemed to be in default when delays in performance are due to war, insurrection, strikes, lock-outs, riots, floods, earthquakes, fires, quarantine restrictions, freight embargoes, or court order, or any other similar causes (other than lack of funds of Contractor) beyond the control or without the fault of the Party claiming an extension of time to perform (“Force-Majeure Delays”). In no event shall any extension of any period of time be deemed to have occurred unless the Party claiming the Force-Majeure Delay gives written notice to the other Party within ten (10) days following the commencement of any such delay, setting forth the facts giving rise to the Force-Majeure Delay request, the expected duration of the delay, and the steps the Party intends to take to minimize the Delay. During the Force-Majeure Delay, the Party whose performance is delayed shall keep the other Party reasonably informed of the situation and the steps taken by such Party to continue performance and minimize delay. After the Force-Majeure Delay is over, the Parties shall in good faith jointly prepare an accurate written record of the circumstances giving rise to delay, specifying the commencement date and duration of the Force-Majeure Delay and the cause thereof, which record shall be signed by each Party to confirm agreement with respect to its content. In no event shall the City be required to agree to cumulative Force-Majeure Delays in excess of sixty (60) days unless the City is the cause of such delay. In the event that the parties cannot agree upon a record of the circumstances giving rise to the Force-Majeure Delay, the procedures set forth in Section 3.3 of this Agreement shall apply.

Section 3.13 Waivers.

Any waiver by the City of any obligation or condition in this Agreement must be in writing. No waiver will be implied from any delay or failure by the City to take action on any breach or default of Contractor or to pursue any remedy allowed under this Agreement or applicable law. Any extension of time granted to Contractor to perform any obligation under this Agreement shall not operate as a waiver or release from any of its obligations under this Agreement. Consent by the City to any act or omission by Contractor shall not be construed to be consent to any other or subsequent act or omission or to waive the requirement for the City's written consent to future waivers.

CONTRACT
72 Section 3.14 Title of Parts and Sections.

Any titles of the sections or subsections of this Agreement are inserted for convenience of reference only and shall be disregarded in interpreting any part of the Agreement's provisions.

Section 3.15 Entire Understanding of the Parties.

The Contract Documents – along with any written change orders and dispute determinations that may be issued by the City in the course of performance – shall constitute the entire understanding and agreement of the Parties with respect to construction of the Project. The Contract Documents, written change orders (if any), and dispute determinations (if any) are deemed complementary and should be interpreted together.

Section 3.16 Multiple Originals; Counterpart.

This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts. A facsimile or electronic signature to this Agreement shall be as valid as an ink signed original.

WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written.

Reviewed By:
_______________________
City Attorney
ATTEST:
_______________________________
City Clerk
CITY:

CITY OF RICHMOND, a municipal corporation and
charter city
By: _________________________________
Name: _________________________________
Its: __________________________________
CONTRACTOR:

XXXX
By: _________________________________
Name: _________________________________
Its: _________________________________

CONTRACT
73 END OF CONTRACT
Special Provisions
74 City of Richmond
Department of Public Works

SPECIAL PROVISIONS
___________________________________________
________________________________________________

GENERAL PROVISIONS
The legal relationship and responsibilities of the parties, including but not limited to the obligation to arbitrate claims hereto and the work embraced herein shall be done in accordance with the Standard Specifications and Standard Plans dated 2024 of the California Department of Transportation, and the most recent Standard Plans of the City of Richmond, California, in so far as the same may apply and in accordance with the Project Work Orders and these Special Provisions.

These Special Provisions are additions, modifications, and/or clarifications to the Standard Specifications of the California Department of Transportation. The numbers in parenthesis shown in the section and subsection headings of these Special Provisions refer to the State Standard Specifications Sections.

Refer to Section SP-5 of these Special Provisions for the order of precedence of the contract documents in case of any conflict.

Section SP-2 – Plans and Specifications
75 SECTION SP-1 – STANDARD SPECIFICATIONS AND PLANS
The work embraced herein shall be performed in accordance with the Standard Specifications dated 2025 (as amended), of the State of California, Department of Transportation, insofar as the same may apply and in accordance with the following Special Provisions.

In case of conflict between the Standard Specifications and these Special Provisions, the Special Provisions shall take precedence over, and shall be used in lieu of, such conflicting portions.

The following Standard Plans are herewith part of these Special Provisions including but not limited to:

Caltrans Standard Plans:

A20A
A20B
A20C
A20D
A20F
A24A
A24B
A24C
A24D
A24E
A24F
A24G
A24H
City of Richmond Standard Plans (latest edition)
CA MUTCD 2014 (Revision 9) California Supplement Figure 3B-102

DEFINITIONS AND TERMS
As used herein, unless the context otherwise requires, the following terms shall have the following meaning:

Department of Transportation the City Council of the City of Richmond.

Director of Transportation - the City Engineer of the City of Richmond.

Engineer - the City Engineer, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

Laboratory - the City of Richmond Material Testing Laboratory or the designated laboratory authorized by the City of Richmond to test materials and work involved in the contract.

Office of Administrative Hearings the City Council of the City of Richmond.

Standard Specifications - the 2023 edition of the Standard Specifications of the State of California (as amended), Business and Transportation Agency, Division of Transportation.

Section SP-2 – Plans and Specifications
76 SECTION SP-2 – BIDDING
The bidder's attention is directed to the provisions in Section 2, "Bidding," of the Standard Specifications and these Special Provisions for the requirements and conditions which must be observed in the preparation of the proposal form and submission of the bid.

Section 2-1.06 “Bid Documents”, 2-1.15 “Disabled Veteran Business Enterprises”, 2-1.18 “Small Business and Non-small Business Subcontractor Preferences”, 2-1.27 “California Companies”, 2-

1.47 “Bid Relief”, and 3-1.02 “Tied Bids” of the Standard Specifications shall not apply.

The second and third paragraph of Section 2-1.33A “General” of the Standard Specifications shall not apply. All bid forms shall be submitted under one hard copy sealed cover. Faxed or emailed bid documents will not be accepted.

All proposals (bids) shall be made on blank forms downloaded from the City of Richmond website http://www.ci.richmond.ca.us/ where all the Bid Documents shall be obtained.

Award of Tie Bids: If two or more bids are the same and the lowest, the City shall accept that of the local bidder, if there is one; otherwise, it may accept the one it chooses.

See Section 2.52.344(b) of Municipal Code for Code for City preferences for Recycled Products.

All proposals must give the prices proposed in figures and shall be signed by the bidder, who shall fill out all blanks in the Proposals forms.

Section SP-3 – Award and Execution of Contract
77 SECTION SP-3 – AWARD AND EXECUTION OF CONTRACT
The bidder's attention is directed to the provisions in Section 3, "Award and Execution of Contract", of the Standard Specifications for the requirements and conditions concerning award and execution of contract.

As used in the Standard Specifications, "Director", shall mean the City Engineer of the City of Richmond.

If the contract is to be awarded, it will be awarded to the lowest qualified, responsible and responsive bidder whose proposal complies with all the contract requirements. The right is reserved to reject any or all proposals.

SECTION SP-4 – BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED

DAMAGES
78 SECTION SP-4 – BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED

DAMAGES
Attention is directed to the provisions in Section 8 1.04, "Start of Job Site Activities," Section 8

1.05, "Time," and Section 8 1.10, "Liquidated Damages," of the Standard Specifications and these Special Provisions.

The Contractor shall commence work within 72 hours, or as directed by the City Engineer, upon receipt of directions to proceed in the “Authorization to Proceed” for each location(s), and complete the work within the allotted time of:
65 WORKING DAYS
The Contractor shall pay to the City of Richmond the sum of $3,000 per day for each and every calendar day of delay in finishing the work in excess of the number of working days prescribed above. Failure to provide adequate work force to complete the work in a timely manner shall be considered as grounds for liquidated damages.

In addition, the City shall have the right to charge the Contractor and to deduct from the payments for the work the actual cost to the City for engineering, inspection and other overhead expenses which are directly chargeable to the Contract and which accrue during the period of such delay.

The expenses and damages described above shall be deducted from any money due to the Contractor under this Contract. The Contractor and his sureties shall be liable for any such costs.

The Contractor shall not work on Saturdays, Sundays, City of Richmond holidays, nor between the hours of 5:00 p.m. and 8:00 a.m. without the written permission of the City Engineer. Work performed on Saturdays, Sundays, City Holidays, or between the hours of 5:00 p.m. and 8:00 a.m. shall comply with the noise standards set forth at Section 5-1.05.

The City reserves the right to terminate this contract at any time provided that the City furnished the Contractor with a ten-day written notice prior to the termination of contract.

Where Section 8 1.04B of the Standard Specifications refers to the Attorney General or the Attorney appointed to represent the Department of Transportation, this shall be taken to mean the City Attorney of the City of Richmond.

SECTION SP-5 – GENERAL
79 SECTION SP-5 – GENERAL
5-1 MISCELLANEOUS
5-1.01 Subcontracting
Attention is directed to the provisions in Section 5-1.13, "Subcontracting" of the Standard Specifications and these Special Provisions.

The Contractor shall perform with his own organization contract work amounting to not less than 30 percent (30%) of the original total contract price, except that any designated Specialty Items may be performed by the subcontractor and the amount of such Specialty Items so performed may be deducted from the original total contract price before computing the amount of work required to be performed by the Contractor with his own organization. 5-1.02 Partial Payments
Attention is directed to Section 9-1.16E, “Withholds” of the Standard Specifications. Retention will be 5% in accordance with Public Contract Code Section 7201. Section 9-1.16F “Retentions” of Standard Specifications shall not apply.

The City reserves the right to retain five percent (5%) of the estimated value of the work completed. The retained funds shall be released to the Contractor no sooner than 30 days after the work acceptance by the City of Richmond City Council. In accordance with Public Contract Code Section 22300, as amended and incorporated herein by reference, the Contractor may substitute securities for moneys withheld to ensure contract performance.

Subject to the exceptions set forth at Public Contract Code Section 7200, in a contract between the Contractor and any subcontractor, and in a contract between a subcontractor and any subcontractor there under, the percentage of the retention proceeds withheld shall not exceed the percentage herein specified. If the Contractor elects to substitute securities for retention, the Contractor may withhold from his or her subcontractors who have not elected to substitute securities for retentions, the amount of retentions that would have otherwise been withheld from payments to the Contractor.

No partial payments will be made for any materials on hand which are furnished but not incorporated in the work.
5-1.03 Payment of Withheld Funds
Attention is directed to Section 9-1.16E, “Withholds” of the Standard Specifications. Retention will be 5% in accordance with Public Contract Code Section 7201. Section 9-1.16F, “Retentions”, of Standard Specifications shall not apply.

In accordance with the provisions of Public Contract Code Section 22300, the Contractor may elect to receive one-hundred percent (100%) of the payments due under the contract from time to time, without retention of any portion of the payment by the City by depositing securities of equivalent value with the City or with a bank as escrow agent. Such securities, if deposited by the Contractor shall be valued by the City's Finance Director, whose decision on valuation of the securities shall be final.
5-1 MISCELLANEOUS
80 5-1.04 Construction Equipment
Attention is directed to Sections 5-1.33, "Equipment”, 5-1.37, "Maintenance and Protection" and 7-1.02O, “Vehicle Code”, of the Standard Specifications and these Special Provisions.

Pursuant to the authority contained in Section 591 of the Vehicle Code, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Divisions 11, 12, 13, 14, and 15 of the Vehicle Code. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor or any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of his equipment and the protection of the public from injury and damage from such equipment.
5-1.05 Noise Control Requirements
Noise Control shall at minimum conform to the provisions in Section 14-8, "Noise and Vibration", of the Standard Specifications and these Special Provisions.

The noise level from the Contractor's operations, between the hours of 6:00 p.m. and 8:00 a.m., shall not exceed 86 DBA at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirements shall apply to all equipment and personnel on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various items of work and no additional compensation will be allowed therefore. 5-1.06 Increases and Decreases in Work
The provisions in Sections 4-1.05 and 9-1.06 of the Standard Specifications shall not apply.

The quantities shown on the Proposal represent a preliminary estimate of the quantities of work to be done and materials to be furnished. They are approximate only, and are given as a basis for the comparison of bids only. The City of Richmond does not expressly or by implication agree that the actual amount of work or materials will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed appropriate by the City Engineer. No adjustment shall be made to the contract unit prices and no additional compensation will be allowed therefore. 5-1.07 Project Record Drawings
Contractor shall keep on file one full size set of construction drawings (vicinity map and quantity tables) which s/he shall request from Engineer exclusively for recording all as-built data including all addenda, clarifications, and change orders. Record dimensions and changes during course of construction, at the time field changes are made.

In particular, note changes in locations of underground utilities and piping, recording dimensions, sizes, type and manufacture and all other additions or deletions to the work. 5-1 MISCELLANEOUS
81 In addition, highlight on the drawings locations of significant items such as main power disconnect, main water and gas shutoff, controls, isolating valves and the like to facilitate proper maintenance and safe options.

Before job completion, submit Record Drawings to Engineer for review in order to determine completeness and accuracy.

Record all as-built data neatly, using standard architectural or engineering drafting practices equal in quality to the contract drawings. Sign and date the drawings, certifying that all information is correct.

Retention will not be released until record drawings are accepted by the Engineer. 5-1.08 Payroll Records
Attention is directed to Section 7-1.02K(3), “Certified Payroll Records”, of the Standard Specifications and these Special Provisions.

As part of the City of Richmond commitment to assist contractors to conveniently comply with legal and contractual requirements, the City has established a Labor Compliance Management System for this project. The system was designed to help reduce contractors’ administrative costs and to provide various work-flow automation features that improve the project reporting process.

Procedural differences between the previous conventional reporting and the new web-based system include:

Monthly progress payment status reports, fringe benefits statements, weekly certified payroll reports or non-performance reports shall be submitted via the web-based system. Paper copies will no longer be required or accepted.

Contractor and sub-contractors will be required to enter data for payment date and receipt of payments date onto the web-based system.

Prime and sub-contractors shall have free use of the web based application in reporting weekly certified payrolls and monthly progress payments to reduce paperwork and streamline the reporting process. Payroll reports are due no later than 10 days from the end of the pay week to avoid penalties.

Upon award of the construction contract, the prime contractor and all subcontractors must use the system for their monthly progress payment status reports, fringe benefits statements, weekly certified payroll reports and non-performance reports. Prime Contractors are also responsible for entering all of the contract/sub-contract amounts for the project. The City will provide training for contractors. Contractors’ payroll staff will be required to attend an hour-long training at a City designated location. It is mandatory that contractors' and sub-contractors’ payroll coordinators or payroll administrators attend the training session.

Full compensation for conforming to the provisions in section “Payroll Records,” shall be considered as included in the contract prices paid for various items of work involved and additional compensation will be allowed therefor.

For more information please contact:
5-1 MISCELLANEOUS
82 Jake Sloan
Senior Project Manager - Contracts
Davillier-Sloan, Inc. (DSI)
Phone: (510) 835-7603
Email: [email protected]
5-1.09 Resolution of Contract Claims
Presentation of Claim. All claims by the Contractor for additional compensation or time 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.

For claims of less than fifty thousand dollars ($50,000), the City 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 City may have against the Contractor.

If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the Contractor.

The City's written response to the claim, as further documented, shall be submitted to the Contractor within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the Contractor in producing the additional information, whichever is greater.

For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the City 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 City may have against the Contractor.

If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the Contractor.

The City's written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

If the Contractor disputes the City's written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City's response or within 15 days of the City'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 City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Following the meet and confer conference, if the claim or any portion remains in dispute, the Contractor may file a claim as provided in Section 3.3 of the Construction Agreement. For 83 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 Contractor submits his or her written claim 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.

The claims presentation requirements set forth above do not apply to tort claims and nothing in these Specifications 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.

Civil Actions. The procedures set forth at Public Contract Code Section 20104.4 shall apply to all civil actions filed to resolve claims related to the contract. 5-2 MINIMUM WAGE
5-2.01 Prevailing Wage
Attention is directed to Section 7-1.02K(2), "Wages", of the Standard Specifications.

The wage rates determined by the Director of Industrial Relations and published in the Department of Transportation publication entitled "General Prevailing Wage Rates" refer to expiration dates. If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it has been published in said publication.

If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of this contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract. Copies of the prevailing wage rates are on file and available for inspection at the California Department of Industrial Relations’ website.

Potential bidders are advised that any Contractor, who intends to use a craft or classification not shown on the general prevailing wage determinations, may be required to pay the wage rate of the craft or classification most closely related to it.

In case of conflict between the Prevailing Wage as specified in this Section and any Federal Minimum Wage that may be specified elsewhere in these Special Provisions, the higher of the two shall prevail. Any amendments to the Federal Minimum Wage Determination issued up to 10 days prior to the bid opening date will become the part of the contract documents.

SECTION SP-8 – MATERIALS
84 SECTION SP-8 – MATERIALS
8-1 MISCELLANEOUS
8-1.01 General
Attention is directed to Section 6, "Control of Materials", of the Caltrans Standard Specifications and these Special Provisions.

All materials required to complete the work under this contract shall be furnished by the Contractor.
8-1.02 Relative Compaction
Relative compaction is to be determined by the ASTM D 1557 most recent laboratory test procedure.
8-1.03 Payments
Payments for materials and supplies stored or not installed in their final position will not be allowed.

SECTION SP-9 - DESCRIPTION OF WORK
85 SECTION SP-9 - DESCRIPTION OF WORK
9-1 GENERAL
In general, the work consists of localized base repair on arterial roads throughout the City as shown in the enclosed project plans and tables. Work is to include, but is not limited to: hot-mix asphalt (HMA) base repairs; inventorying, protecting/covering, and restoring utility covers; adjustment of utility covers/boxes within base repair areas; restoration of traffic striping, markings, and traffic loop detectors affected by base repairs; and for all other work, items, or details not mentioned above that are required by the Drawings, Standard Specifications, of these Special Provisions.
9-1.01 Compensation
Compensation for all work specified to be performed under this contract and shown on the drawings will be made under the payment items listed herein. The contract prices for the said payment items shall be full compensation for all of the costs in connection therewith, including furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in completing each item herein as specified. Principal features of the work to be included under the various payment items are noted. Work not specifically mentioned shall be included for payment under the items to which such work is applicable. The quantity to be paid for will be the number of or amount of the items acceptably installed complete in place, as determined by the Engineer.
9-1.02 Compensation Adjustments for Asphalt Price/Crude Oil Index Fluctuations The provisions of this section shall apply only to asphalt products. The compensation payable for asphalt concrete and for asphalt concrete base will be increased or decreased in conformance with the provisions of this section for crude oil price fluctuations exceeding 10 percent (Iu/Ib is greater than 1.10 or less than 0.90) which occur during performance of the work.

The adjustment in compensation will be determined in conformance with the following formulae when the item of asphalt concrete and/or asphalt concrete base is included in a monthly estimate:

A. Total monthly adjustment = AQ
B. For an increase in crude oil price index exceeding 10 percent:

A = 0.90(1.1023)(Iu/Ib – 1.10) Ib
C. For a decrease in paving crude oil index exceeding 10 percent:

A = 0.90(1.1023)(Iu/Ib – 0.90) Ib
D. Where:

A = Adjustment in dollars per ton of crude oil used to produce asphalt concrete and/or asphalt concrete base rounded to the nearest $0.01.

Iu = The California Statewide Crude Oil Price Index which is in effect on the first business day of the month within the pay period in which the quantity subject to adjustment was included in the estimate.
9-1 GENERAL
86 Ib = The California Statewide Crude Oil Price Index for the month in which the bid opening for the project occurred.

Q = Quantity in ton of paving asphalt that was used in producing the quantity of asphalt concrete and/or asphalt concrete base shown under “This Estimate” on the monthly estimate using the amount of asphalt determined by the Engineer.

The adjustment in compensation will also be subject to the following:

The compensation adjustments provided herein will be shown separately on payment estimates.

Compensation adjustments made under this section will be taken into account in making adjustments in conformance with the provisions in the contract for increased or decreased quantities.

In the event of an overrun of contract time, adjustments in compensation for paving asphalt included in estimates during the overrun period will be determined using the California Statewide Paving Asphalt Price Index in effect on the first business day of the month within the pay period in which the overrun began.

The California Statewide Crude Oil Price Index is determined on or about the first business day of the month by the California Department of Transportation (Caltrans) using the daily Brent crude oil prices from the previous month, as reported by Business Insider.

SECTION SP-10 - CONSTRUCTION DETAILS
87 SECTION SP-10 - CONSTRUCTION DETAILS
10-1 GENERAL
10-1.01 Order of Work
Order of work shall be scheduled such that the work can be carried out in an efficient manner.

Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefore.
10-1.02 Progress Schedule
Progress schedules will be required for this contract and shall conform to the provisions in Section 8-1.02, "Schedule", of the Standard Specification, and these Special Provisions.

Contractor shall submit a weekly construction schedule in a form provided by, or acceptable to, the Engineer. The schedule shall include the locations where work was performed on previous weeks and where work will be performed the following week, the work status at each location, and completion dates.

No work may begin under contract until the progress schedule and Traffic Control Plan have been approved by the Engineer. Time required for review and approval of these items shall not constitute a basis for time extension.

It will be the responsibility of the Contractor to arrange for the towing and removal of any vehicles which have not been removed by the owner and which interfere with any operations. Full compensation for the removal of the vehicles shall be considered as included in the price paid for the various items of work and no additional compensation will be allowed therefore. 10-1.03 Existing Facilities/Cooperation
Attention is directed to Section 5-1.20, “Coordination with Other Entities” and Section 5-1.36, "Property and Facility Preservation", of the Standard Specifications and these Special Provisions.

The Contractor shall be responsible for verifying the exact location and depth of existing utilities in the field. Where excavation is contemplated, the Contractor shall notify Underground Service Alert (USA) at (800) 642-2444 or 811 at least 2 days prior to excavation.

Where excavations are performed in the vicinity of underground utility services, the Contractor shall, as necessary, perform initial exploratory excavations to determine their exact depth and location. Extreme care shall be exercised to avoid damage as it will be the Contractor’s sole responsibility to have the repairs made to the existing facilities at his/her own expense.

In accordance with Public Contract Code Section 7104, Contractor shall notify the City of any hazardous waste or other unusual conditions discovered while performing exploratory excavations.

The Contractor shall cooperate with any forces so that the work will be handled in an efficient manner. The following utility companies may be involved:

1. AT&T (Communications)

2. Comcast/ Cablecom (Communications)

3. City of Richmond (Water Resource Recovery)
10-1 GENERAL
88 4. Pacific Gas & Electric Company (Gas & Electric Services) (800)-743-4911

5. East Bay Municipal Utility District (Water Services) (866)-403-2683

6. Richmond Sanitary Sewer District (Sewer Services) (510)-307-8091

7. Stege Sanitary District (Sewer Services) (510) 524-4668

8. West County Wastewater District (Sewer Services) (510) 222-6700 Prior to completion of work the contractor shall geospatially locate, document, photograph, and inventory all utility covers by type and street and shall cover/protect during slurry seal application and restore after the slurry seal has properly cured.

Full compensation for conforming to the provisions of this Section shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefore.
10-1.04 Property and Facility Preservation
Attention is directed to the provisions in Section 5-1.36, "Property and Facility Preservation”, of the State Standard Specifications and these Special Provisions.

The Contractor shall make a thorough investigation of the job site and size equipment accordingly.

The Contractor shall select equipment to avoid damaging existing facilities, which include, but are not limited to: street paving, traffic controls such as the in-roadway crosswalk lights, sidewalks, curbs and gutters, etc. The Contractor at no cost to the City shall restore any damage caused by oversized equipment.

Full compensation for complying with the above provisions shall be considered as included in the contract price for the various bid items and no separate payment will be made. 10-1.05 Submittals
The Contractor shall provide submittals for all materials, product data, working/shop drawings, diagrams, schedules, or other data prepared by the Contractor in accordance to the Contract requirements. The submittals shall not modify any Contract requirement.

The Contractor shall provide a certificate of compliance from its material suppliers, in advance of the work, that each conforms to the requirements of these specifications. The Contractor shall also furnish to the City in triplicate, certified copies of all factory and mill test reports when required by the Engineer. The Certificate shall be signed by the manufacturer of the material. The City reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance alone.

The list of technical submittals shall include, but not be limited to the following:
(a) Submittal register
(b) Work plan
(c) Detailed project schedule for the entire project
(d) Traffic control plans for each stage of work, including traffic control supervisor proof of certification
(e) Project area signs
(f) Utility boxes and covers
(g) Tack Coat
10-1 GENERAL
89 (h) HMA mix design and binder for base repairs
(i) Thermoplastic Striping
(j) Fire Hydrant Markers
(k) Loop Detector Wire & Sealant Product Data
(l) Notification template to businesses and residents
(m) Emergency contact names and phone numbers.
(n) Construction site Best Management Practices (BMP’s) for preparation of the Water Pollution Control Program (WPCP)
(o) Location of proposed staging/storage areas
(p) All Submittals related to excavation including, but not limited to HMA plant, Aggregate source, and Tack coat supplier
(q) OSHA and other necessary Safety permits
(r) A complete list of required submittals for City review, including specification section references and anticipated submittal dates. Items shall be arranged in order with the Special Provisions.
(s) Centerline Markers
(t) Existing Conditions photos and/or videos
Submittals shall be shown on the schedule and shall not be critical path items of work.

All Contractor required submittals, except as noted, shall be reviewed by the Engineer and returned to the Contractor within 10 working days from the date of receipt by the Engineer. In addition, the Contractor shall allow the City identical time periods for any rejected submittals that are re-submitted for approval.

The Engineer’s review of Contractor shop drawing submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimension. The Contractor shall assume all responsibility and risk for any misfits due to any errors in Contractor submittals. The Contractor shall be responsible for the dimensions and the design of adequate connections and details.

Acceptance by the Engineer of a substitute item proposed by the Contractor shall not relieve the Contractor of the responsibility for full compliance with the Contract Documents and for adequacy of the substitute item.

Full compensation for complying with the above provisions shall be considered as included in the contract price for Mobilization and no separate payment will be made. 10-1.06 Mobilization
A. Description. The Contractor shall provide labor, materials and equipment to prepare the site for the timely start and efficient completion of all work. This includes obtaining any necessary licenses and permits, notifications to businesses and homeowners, providing required submittals including but not limited to the Project Schedule, Work Plan, TCP, weekly project meetings, project schedule updates and the like. The Contractor shall provide temporary sanitary facilities.

Mobilization shall comply with Section 9-1.16D of the Standard Specifications and these provisions.

The Contractor’s proposed site(s) for staging area(s) shall be approved by the Engineer in writing. If Contractor utilizes private property for staging area, Contractor shall submit 10-1 GENERAL
90 proof of a written agreement for use of said staging area with private property owner(s) prior to mobilization.

The Work Plan (Submittal) shall provide a brief narrative description on how the various work items will be completed, type of equipment to be used, and anticipated durations.

The contractor shall photograph or video the entire site, each storefront and residence, and each existing improvement prior to and after construction. The contractor shall also document the location and type of existing signs so that they may be replaced in kind.

B. Measurement and Payment. Payment for “Mobilization” will be based on City acceptance of required submittals and will be made as a Lump Sum item. The contract lump sum price paid for this item shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the Bid Item “Mobilization”, complete in place, including construction layout as shown on the plans, specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. Partial payments for Mobilization will be made in accordance with Public Contract Code § 10264. The cost for the Bid Item “Mobilization” shall not exceed 5% of the total bid.

Payment will be made as follows:
a) When 5 percent of the original contract amount is earned, 50 percent of the amount bid for mobilization, or 5 percent of the original contract amount, whichever is lesser, may be paid.
b) When 10 percent of the original contract amount is earned, 75 percent of the amount bid for mobilization or 7.5 percent of the original contract amount, whichever is lesser, may be paid.
c) When 20 percent of the original contract amount is earned, 95 percent of the amount bid for mobilization, or 9.5 percent of the original contract amount, whichever is lesser, may be paid.
d) When 50 percent of the original contract amount is earned, 100 percent of the amount bid for mobilization, or 10 percent of the original contract amount, whichever is lesser, may be paid.

Upon completion of all work on the project, payment of any amount bid for mobilization in excess of 10 percent of the original contract amount will be paid. 10-1.07 Construction Layout
A. Description. The work in this section includes the furnishing of all labor, equipment, materials, tools, and incidentals and performing all operations in connection with construction survey and layout and all work necessary to provide for proper layout of the work, and detail necessary to define construction layout and staking requirements of this project.

Contractor shall be responsible to set control points/lines at the work site, and provide and establish the construction staking for all improvement work shown on the Contract Drawings. It shall be the Contractor's responsibility to layout the work from the information shown on the Contract Drawings.

B. Measurement and Payment. Payment for Construction Layout shall be considered as included in the prices bid for the various items in the Bid Proposal and shall be considered as full compensation for all labor, materials, tools, and incidentals and no additional compensation shall be made.
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91 10-1.08 Clearing, Grubbing, and Environmental Protection A. Description. Clearing, Grubbing and Removals shall conform to the provisions of Section 17-2 “Clearing and Grubbing” of the State Standard Specifications and these Special Provisions. Clearing, Grubbing and Removals shall consist of thoroughly sweeping and cleaning surfaces prior to resurfacing, removal and disposal of raised pavement markers, striping, and thermoplastic, existing weeds, brush, or other objectionable material in or along the edge of areas to receive work.

Contractor shall keep existing streets free from dirt and debris at all times. Contractor shall be prepared to sweep surfaces immediately at the request of the Engineer should he or she deems it is necessary for safety of public and to avoid damage to properties.

Existing striping and thermoplastic pavement markings shall be removed in accordance with Section 84-9.03 and Section 14-11.12 of the State Standard Specifications and all applicable state laws and regulations.

Existing pavement markers shall be removed in accordance with Section 81-8.03B of the State Standard Specifications.

Contractor shall trim overhanging limbs that may be in conflict with paving and other construction activities. Tree, roots, and bush pruning shall be performed by a certified arborist and in accordance with "Pruning Standards," published by the Western Chapter of the International Society of Arboriculture. The certified arborist shall be approved in advance by the Engineer, and all pruning shall be done as directed by the Engineer and in the presence of the Engineer. Tree limbs damaged by Contractor activities shall be trimmed by certified arborist as described above.

Contractor shall remove existing landscaping (hard and soft) which is in conflict with the new improvements.

Attention is directed to Section 13, “Water Pollution Control”, of the State Standard Specifications, and these Special Provisions. The contractor shall keep all substances used in or resulting from his work out of the gutters, storm drains and creeks, including but not limited to: employee and subcontractor training and instruction, dry cleanup of spills, wet-vacuum of saw cutting slurry, proper disposal of cement and paint, proper handling of hazardous materials and hazardous waste, blocking of storm drains, shoveling dirt and debris from gutters, covering materials stored outside, sweeping pavements and approach streets, and erosion controls (straw bales, silt fences, detention basins, etc.) at grading sites. It shall be the Contractor’s responsibility to monitor and maintain all such measures on a daily or more frequent basis, including on non-work days and during storms. In addition, all catch basins at the project site, and which are determined by the City Engineer to have been affected by the construction, shall be cleaned out by the Contractor at the end of the project.

B. Measurement and Payment. “Water Pollution Control” will not be measured separately.

The contract Lump Sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in clearing the site including the removal, any necessary testing and disposal of debris necessary for construction and completion of improvements, vegetation, other deleterious or objectionable material, thermoplastic, traffic striping, traffic markers, delineators, signs and signposts, and dividers, protection of facilities, pruning to conduct work at the work 10-1 GENERAL
92 site, tree and shrub protection, water pollution control and best management practices as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. Full payment will be made with the first progress payment after clearing and grubbing has been completed. 10-1.09 Dust Control
A. Description. Dust control shall conform to the provisions in Section 10-5, "Dust Control" of the Standard Specifications and these Special Provisions. Contractor shall exercise diligence in preventing dust nuisance. When necessary or when directed by the Engineer, the Contractor shall apply water for laying dust. Water shall be applied by means of pressure type distributors equipped with a spray system that will insure a uniform application.

B. Measurement and Payment. The prices paid shall include full compensation for furnishing all labor, materials, tools and equipment and performing all work involved as specified.

The payment for dust control, and water and its distribution shall be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefor.
10-1.10 Traffic Control and Construction Area Signs
A. Description. The work consists of furnishing all labor, materials, equipment, tools and incidentals and performing all operations in connection with the following: the installation, maintenance and removal of construction area signs; public vehicular, bicycle, and pedestrian traffic control; construction traffic control and all work necessary within the limits of the project to provide for proper traffic control. Traffic control shall be per the Caltrans Standard Plans (2025 as amended). Contractor shall not block entrances to any property. Contractor shall also maintain at least one lane of travel at all times using flagmen as necessary to direct traffic, unless otherwise allowed herein. Contractor shall provide a detailed Traffic Control Plan to Engineer for approval before any work begins.

Traffic Control and Construction Area Signs
Construction area signs shall be stationary mounted (on 4” x 4” posts, 7’ tall) or portable signs conforming to the provisions in Section 12-3.11B(2), “Stationary-Mounted Signs”, or 12-3.11B(3), “Portable Signs”, of the State Standard Specifications, and as modified herein. All excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes.

Construction area signs shall be used at cross streets as needed to notify the public of the construction activities before entering the construction zone. Locations of all signs shall be approved by the Engineer prior to their placement.

Contractor shall use portable changeable signs at the ends of streets before and during grinding, reconstruction, grading and pavement work. The portable changeable signs shall be installed at least one (1) working day prior to the start of grinding, reconstruction, grading and paving work. The said signs shall be displayed throughout the length of the above described work. The signs shall state the following: “ROAD CONSTRUCTION WORK AHEAD FROM _____ TO _______“(dates) and “EXPECT _____ MINUTE 10-1 GENERAL
93 DELAYS”. The proposed portable changeable sign locations must be shown on Traffic Control submittals
A traffic control system shall consist of closing traffic lanes in accordance with the provisions of Section 12, “Temporary Traffic Control”, of the State Standard Specifications, the provisions under “Maintaining Traffic” and these Special Provisions.

The provisions in this section will not relieve the Contractor from his 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 State Standard Specifications.

The Contractor shall prepare and submit a detailed proposed traffic control plan to the Engineer at or prior to the pre-construction meeting. The traffic control plan shall be approved prior to the start of work. The traffic control plan shall provide sufficient information and details to show detours, typical lane closures, channelizing, locations and usage of flagmen, construction zone signing, and provisions for pedestrians and bicycles, for each street and location of work. The traffic control plan shall show in detail, the proposed sequencing of the work together with the proposed traffic control system for each work task. The proposed traffic control system shall, in all respects, satisfy the requirements of these Special Provisions. The Engineer will review the proposed traffic control plan and return it to the Contractor for any necessary revisions or corrections within five (5) working days. The Contractor shall revise and resubmit the plan to the Engineer, and this process shall be repeated, until the proposed traffic control plan is accepted by the Engineer. The Contractor will not be permitted to perform any lane closures or implement any part of the traffic control plan until it has been accepted by the Engineer.

Each vehicle used to place, maintain, and remove components of a traffic control system on multilane roadways shall be equipped with a Type II flashing arrow sign which shall be in operation when the vehicle is being used for placing, maintaining, or removing said components. The sign shall be controllable by the operator of the vehicle while the vehicle is in motion. The flashing arrow sign shall not be used on the vehicles which are doing the placing, maintaining, and removing, of components of a traffic control system, and shall be in place before a lane closure requiring its use is completed.

If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.

When lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the street right of way.

TEMPORARY LANELINE AND CENTERLINE DELINEATION. Whenever lanelines and centerlines are obliterated the minimum laneline and centerline delineation to be provided shall be temporary reflective raised pavement markers placed at longitudinal intervals of not more than 24 feet. The temporary reflective raised pavement markers shall be the same color as the laneline or centerline the markers replace. 10-1 GENERAL
94 MAINTAINING TRAFFIC. Attention is directed to Sections 7-1.03, “Public Convenience”, 7-1.04, “Public Safety”, and 12, “Temporary Traffic Control”, of the State Standard Specifications and to the Section entitled “Public Safety” elsewhere in these Special Provisions shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-1.04.

Working hours shall be from 8:00 am to 5:00 pm with the following restrictions on lane closure requirements:

At least two flagmen shall be used for any one-way traffic flow situation for traffic control purposes, and shall be furnished by the Contractor at the Contractor’s expense. The flagmen shall be properly equipped and trained in accordance with “Instructions to Flagmen,” published by the California Department of Transportation.

Where flagmen are not visible to each other and/or at cross streets, additional flagmen shall be added as required by the Engineer, or the Contractor shall use radios.

Personal vehicles of the Contractor’s employees shall not be parked on the paved shoulders or the traveled way, including any section closed to public traffic.

If traffic signal inductive vehicle loop detectors and lead-in wiring not designated to be replaced on the Plans are damaged during the course of the construction period, they shall be replaced as soon as work is completed or as directed by the Engineer. The cost of replacing damaged loop detectors including detector handholes or any other necessary repairs to the components of the traffic signal system shall be included in the cost of traffic control. No additional payment shall be made therefore.

The location of traffic control devices shall be checked by the Contractor especially at the beginning of the work period and periodically throughout the work day, to ensure that the devices are properly placed and maintained.

Flaggers shall not be used during the hours of darkness unless authorized by the City.

The Contractor shall conduct all operations with the least possible obstruction and inconvenience to the public. The Contractor shall have under construction no greater length or amount of work than can be completed within a workday with due regards to the rights of the public.

Work shall be accomplished in such a manner as to provide access to all intersecting streets and adjacent properties whenever possible. If access to any property cannot be provided, then adequate nearby parking shall be provided and maintained until direct access can again be restored. If during the course of the work, it is necessary to restrict access to certain driveways for an extended period of time, the Contractor shall notify the affected residents, in writing, at least forty-eight (48) hours in advance.

To minimize the disruption to public traffic, the Contractor shall:

1. Permit local traffic to pass through the work with the least possible inconvenience or delay.
10-1 GENERAL
95 2. Maintain existing driveways, commercial and residential, within the vicinity of the work area, keeping them open and in good, safe condition at all times.

3. Restricted access to driveways shall not be more than 4 hours.

4. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. Base repairs shall be completed and paved flush to the existing pavement surface by the end of each work shift and shall be completed just after milling/removal of existing AC is completed to avoid impacts to traffic.

5. Keep existing traffic signal and roadway lighting systems in operation throughout the construction work.

6. Both directions (lanes) of traffic shall be open to the public at the end of the construction work shift each day.

To protect the right of abutting property owners, the Contractor shall:

1. Conduct the construction so that the least inconvenience as possible is caused to abutting property owners.

2. Maintain ready access to houses or businesses along the line of work, including ramps over bypass.

3. Notify all parties at least five (5) days, and again in 48 hours, in advance of work which would affect their access.

Where grading work is being performed on the roadway to be used by traffic, the Contractor shall complete the work to the finished grade before the end of the workday unless otherwise directed by the Engineer
The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions to protect life, health, and safety of the public, and to protect property in connection with the performance of the work covered by the contract. The Contractor shall perform any measures or actions the City or the Engineer may deem necessary to protect the public and property.

The full width of the traveled way shall be open for use by public traffic on Saturdays, Sundays and designated State legal holidays, and when construction operations are not actively in progress.

When a holiday falls on Saturday, the preceding Friday shall be observed. When a holiday falls on Sunday, the following Monday shall be observed. When December 25 falls on Saturday, Friday, December 24, shall be observed as the Christmas holiday and Thursday, December 23, shall be observed as the Christmas Eve holiday. When December 25 falls on Sunday, both Friday and Monday shall be observed as holidays.

When December 25 falls on Monday, Monday shall be observed as the Christmas holiday and December 22 shall be observed as the Christmas Eve holiday.

Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if in the opinion of the Engineer public traffic will be better served and the 10-1 GENERAL
96 work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.

Project Area Signs
The Contractor shall furnish and install Project Area Signs that inform the community of the work and funding source. The signs shall be a minimum dimensions of 3' x 4' on 3/4" plywood and bolted to a 4" x 4" posts. The signs shall be made by a professional sign painter, approved in advance by the Engineer. The signs will be installed prior to construction and maintained in place for the duration of the project by the Contractor.

Locations of the signs will be determined by the Engineer. Signs shall be repaired or replaced at no cost to the City, if damaged or stolen. The signs shall include the following information:

CITY OF RICHMOND
2026/2027 CITYWIDE ARTERIAL BASE REPAIR PROJECT

YOUR TAX DOLLARS AT WORK
PROJECT STREETS:

CONTRACTOR: CONTRACTOR’S NAME
CONSTRUCTION MANAGER: CONSTRUCTION MANAGER’S NAME
CONSTRUCTION MANAGER’S PHONE NUMBER: (XXX) XXX-XXXX
FUNDING SOURCE: NAME OF FUNDING SOURCE
Public Notification
General Notifications - The Contractor shall be required to notify and cooperate with the public, transit companies, local law enforcement agencies, local fire districts, local utilities companies, refuse collectors, schools, and any other persons or agencies who may be affected by this project at least two (2) weeks prior to construction. Other notifications may be required during project construction as outlined below.

Notifications will be provided by the Contractor relating to, but not limited to, the following items:

General information
Traffic delays and alternate routes
Tree removals and/or trimming
Driveway closures
Temporary relocation of bus stops
Waste pick up
10-1 GENERAL
97 2-Week Notifications - Before Contractor begins any work, all residents and businesses on each street affected by the work shall be notified in writing, at least fourteen (14) days in advance. This notification will provide general information about the project, approximate range of dates on when construction will take place, time of work, Contractor’s name and phone number and any other pertinent information for residents.

The Contractor shall provide the Engineer a copy of the proposed written notification for review seventy-two (72) hours prior to delivery.
72-Hour Notifications - The Contractor is responsible for delivering City approved door hangers prior to grinding and resurfacing operations. Door hangers will require dates, times and other pertinent information regarding the project to be filled in by the Contractor and as directed by the Engineer. The Contractor is responsible for providing a phone number on the notice that can be reached after hours and on weekends by resident and businesses to answer their concerns.

Door hanger notifications to affected residents and businesses for this project will be delivered a minimum of 72-hours prior to paving operations.

If resurfacing operations has been postponed or cancelled with no work in the proposed area for more than seven (7) calendar days, the Contractor shall re-notify the affected residents and businesses with the City supplied door hanger a minimum of two (2) working days prior to the start of the work.

Failure to comply with the notification requirement will result in a stop work order. The Contractor shall maintain an updated and chronological record at the job site of all written notifications along with a list of recipients. Such records shall be made available upon request by the Engineer.

No work shall take place prior to the required notification, re-notification, or coordination work with affected facilities.

The Contractor shall be responsible for making immediate access available to emergency vehicles at any time during work hours. The Contractor shall contact schools, fire and police stations, hospitals, or other similar facilities designated by the Engineer adjacent to the work and coordinate his operation with the facility’s operations so that the Contractor’s operations will have a minimized affect to the facility.

No Parking Signs/Towing
The Contractor shall provide “No Parking” signs with day of the week written out or properly abbreviated with 3 or 4 letters; the month shall be written out or properly abbreviated with 3 or 4 letters; date or dates of restriction shall be listed completely; the beginning and ending times shall be clearly listed on the sign.

Signs shall be mounted such that the words, “No Parking” are at an elevation at least 3 feet and not more than 7 feet above the adjacent flow line. Signs may be tied with string to trees and power poles, taped to existing sign poles, or mounted to stakes or barricades as provided by the Contractor. The signs shall be placed as needed to control the parking of cars within the construction zone.
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98 Signs shall be posted and maintained by the Contractor for a period of 72 hours prior to the restrictions becoming effective. The Contractor shall promptly reset or replace all damaged and defective signs. Upon completion of work in each area, all signs, stakes, and barricades shall be promptly and completely removed by the Contractor.

The Contractor shall be fully responsible for adequate removal of all parked cars. All vehicle removal shall be coordinated by the Contractor with the Richmond Police Department. The Contractor shall notify the Police Traffic Sergeant upon posting of the parking restrictions for a particular street. For removal of parked vehicles, the Contractor shall notify the Police traffic sergeant not less than 2 hours prior to the needed removal with the address nearest the parked vehicle, make, model, color, and license number.

The City shall not be responsible for any delay or additional cost associated with the removal of parked cars which obstruct the construction operation.

If a vehicle owner successfully contests a towing citation in court, and their citation is dismissed for causes related to the Contractor’s failure to perform the requirements of this section, the Contractor shall reimburse the City for the cost of any claims associated with the towing citation.

The Contractor shall cooperate and allow City or utility company work crews to use the traffic control system when set up for the Contractor’s work. The Contractor is not obligated to maintain the traffic control system beyond their scheduled activities.

The resurfacing shall be staged such that no traffic is allowed on the new slurry and chip seals until the slurry and chip seals have properly cured to the satisfaction of the City.

Damage to new slurry or chip seals by premature opening to traffic shall be repaired by the Contractor at their expense. Traffic shall be detoured through the intersections by traffic control plan as approved by City.

The Contractor shall cooperate and allow City work crews to use the traffic control system when set up for the Contractor’s work.

B. Measurement and Payment. "Traffic Control System" will not be measured separately.

The contract Lump Sum price paid for Bid Item "Traffic Control System" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all of the work involved in installing and maintaining traffic, pedestrian, and bicycle control elements, public notification, construction area and temporary signage, changeable message boards, and temporary lane line and centerline delineations for the entire duration of the project, complete and in place, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.

The adjustment provisions in Section 4-1.05, "Changes and Extra Work", of the State Standard Specifications, shall not apply to traffic control system. Adjustments in compensation for traffic control system will be made only for increased or decreased traffic control system required by changes ordered by the Engineer and will be made on the basis of the cost of the increased or decreased traffic control necessary.

Such adjustment will be made on a force account basis as provided in Section 9-1.04, "Force Account", of the State Standard Specifications for increased work, and estimated on the same basis in the case of decreased work.
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99 10-1.11 Obstructions and Existing Facilities
A. Description. Attention is directed to Section 5-1.36, "Property and Facility Preservation”, and Section 15, "Existing Facilities" of the Standard Specifications and these Special Provisions.

Attention is directed to the presence of underground utilities in the construction area. The Contractor shall exercise due caution in performing his work so as to not damage the utilities. The Contractor shall obtain existing utility locations by contacting the USA Locating Service, telephone number (1-800) 642-2444, at least two working days prior to performing any excavation. Contractor shall make his own determination if existing utilities need to be carefully excavated (“potholed”) to determine actual location and depth. No separate payment for potholes will be made. Contractor shall notify the City promptly and before disturbing any hazardous waste or other unusual conditions discovered while potholing.

Utilities and underground pipelines, which are to remain in place shall be worked around and protected from damage or interruption of service. The Contractor shall notify the City and the responsible utility company when any utility must be relocated or set to grade by the utility company in order for the Contractor to complete the Scope of Work.

Prior to completion of work the contractor shall geospatially locate, document, photograph, and inventory all utility covers by type and street and shall cover/protect during base repair construction.

There are a few existing underground utilities that might experience insufficient cover during the excavation work. The Contractor shall identify these utilities prior to start of work and protect them during construction. Method of protection shall be approved by the Engineer. The cost of repair work due to the failure of the Contractor to exercise care will be incurred by the Contractor.

Location of Utilities and Potholing – The Contractor shall perform normal verification and location of existing utilities, street light conduits, and traffic signal conduits required by the Standard Specifications.

Exposure of Utilities – The Contractor shall be responsible for confirming the presence of the utilities within the limits of work that may be affected by these activities. The Contractor shall notify all the Utility Companies through the Regional Notification Centers (USA), Underground Service Alert – Northern California (SA), telephone number 1-800-227-2600 (or dial 811) at least two (2) working days prior to the start of any construction. All utility paint markings shall be completely removed by the Contractor at project completion. Paint markings shall be removed by using high water pressure method only.

The Contractor shall:

Notify the Engineer forty-eight (48) hours prior to the exposure of utilities.

Expose and verify the depth of all utility facilities within trench areas. 10-1 GENERAL
100
Take adequate measures to support and/or protect utility facilities from damage.

Leave in the trench all material used to support the facilities.

Provide an envelope of sand (4inches in all directions) to all exposed utility facilities within the trench backfill area.

The Contractor will be financially liable for the cost incurred by the affected Utility Company due to the damage.

Payment for complying with this Section, including removal of all utility paint markings, and all costs incurred to complete this work shall be deemed included in the various items of work and no additional compensation will be allowed therefor.

B. Measurement and Payment. Full compensation for conforming to the requirements of these specifications, not otherwise provided for, shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed therefore.
10-1.12 Full Depth Base Repair (8-inch Depth)
A. Description. This work shall consist of the removal of existing pavement materials, and any underlying materials, to the depth indicated on the Plans, and replacement with compacted hot-mix asphalt concrete (HMA) at locations marked in the field and as directed by the Engineer. The replacement section is HMA throughout for the entire depth of the repair; no aggregate base is included in the repair section except where over-excavation of unsuitable subgrade material. Over-excavation shall be in accordance with Section 10-

1.13. The minimum width of base repairs shall be four (4) feet. The base repair dimensions indicated on the Plans are approximate. Actual quantities may be greater or less than the quantities shown on the bid schedule, which reflects a 10% contingency. Changes in quantities, either up or down, will not result in a change of the unit price entered in the Bid Schedule.

Base repair depths are measured and shall be completed from the existing surface street grade.

After base repairs have been marked in the field, the Contractor shall arrange for and conduct a field review of each base repair location with the Engineer. During the field review, the Engineer and Contractor shall record the agreed upon dimensions for each base repair at each location. The size of the base repairs shall then not vary from what is recorded during the field review unless first agreed to in writing by the Engineer. Additional compensation shall not be allowed for base repairs in excess of the sizes agreed to during the field review.

The Contractor shall remove existing asphalt concrete pavement and any underlying materials either by milling or by saw-cutting with a power-driven saw. Slurry from sawcut operation shall be removed sufficiently by vacuuming or similar method from the pavement surface and shall be prevented from entering any waterway or storm drain system in accordance with best management practices. Rubble from the excavation shall be removed immediately.
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101
Further excavation (over-excavation) of unsuitable subgrade material below the bottom of the directed repair depth may be required by soil conditions (i.e. yielding subgrade) as determined by the Engineer. Over-excavation of unsuitable subgrade materials shall be performed as part of Bid Item: “Subgrade Over-Excavation (Revocable Bid Item)”.

Increases in repair depth directed by the Engineer are not over-excavation and shall be performed under the incremental depth increase Bid Items as specified in this Section 10-

1.12. At some base repair locations, the existing asphalt concrete may extend deeper than the 8-inch repair depth. Where the 8-inch removal does not extend through the full depth of the existing asphalt concrete, the Engineer may direct that the repair be deepened by 2 inches (from 8 inches to 10 inches) or by 4 inches (from 8 inches to 12 inches). Depth increases shall be performed under Bid Items “Increase Base Repair Depth by 2” from 8” to 10” (Incremental) (Revocable Bid Item)” and “Increase Base Repair Depth by 4” from 8” to 12” (Incremental) (Revocable Bid Item)”, respectively, and only where and to the extent directed in writing by the Engineer.

Where existing asphalt concrete remains at the bottom of the 8-inch excavation, the Contractor shall notify the Engineer before placing HMA in the affected area. Each directed depth increase by the Engineer will be confirmed in writing, by field directive or daily report entry, noting the location and the directed depth.

If the Engineer does not direct a depth increase, the 8-inch repair depth shall be acceptable and complete, and any existing asphalt concrete remaining below the bottom of the 8-inch excavation shall remain in place. The Contractor shall have no obligation to deepen, and no right to deepen or to receive compensation from the City for deepening, any repair area absent the Engineer’s written direction.

Where a repair area has been deepened to 12 inches and existing asphalt concrete still remains at the bottom of the excavation, the remaining asphalt concrete shall remain in place unless the Engineer directs otherwise. Deepening beyond 12 inches, if directed by the Engineer, is not included in the incremental depth increase Bid Items and will be paid for as extra work as provided in the Contract Documents.

Repair areas deepened at the direction of the Engineer shall be backfilled with HMA for the full depth of the repair, including the incremental depth. The HMA type, aggregate gradation, asphalt binder, tack coat, maximum lift thickness, compaction, and acceptance requirements specified in this Section 10-1.12 for the 8-inch base repair shall apply to the full depth of deepened repairs. Pavement repairs deepened to 10 inches or 12 inches shall be made using four (4) lifts, conforming to the maximum individual lift thickness of three (3) inches, unless otherwise directed by the Engineer.

Existing asphalt concrete surfacing and underlying base materials removed from vehicular travel lanes during a work period shall be replaced with permanent HMA before the lane is re-opened to public traffic.

Surfacing and base materials shall be removed without damage to adjacent asphalt surfacing that is to remain in place. Damage to pavement shall be removed and replaced with new HMA if ordered by the Engineer. Removing and replacing pavement damaged outside the limits of pavement to be replaced shall be at the Contractor’s sole expense 10-1 GENERAL
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and will not be measured nor paid for. If during any of the operations the Contractor damages a monument or maintenance hole or other underground utility facility, the Contractor shall be responsible for the repair of those facilities including, but not limited to, replacing any monuments knocked off center point in accordance with the requirements of the Engineer. The Contractor shall return all facilities to their proper places at the Contractor’s sole expense.

Removed materials shall be disposed of at a licensed disposal site or recycled.

The material remaining in place after removing surfacing and base to the required depth shall be level, moisture conditioned as needed, compacted to ninety-five percent (95%) relative compaction, and shall be smooth and non-yielding. The finished surface of the remaining material shall not extend above the grade established by the Engineer.

Base repair areas that are low as a result of excavation beyond the required depth shall be filled with HMA at the Contractor’s expense. HMA shall be Type A and be produced at a central mixing plant. The aggregate shall conform to the 3/4-inch aggregate gradation as specified in Section 39-2.02B(4)(b), “Aggregate Gradations,” of the State Specifications.

Asphalt binder to be mixed with the aggregate shall conform to the provisions of Section 92, “Asphalt Binders,” of the State Specifications and shall be paving asphalt PG 64-10, unless otherwise directed by the Engineer.

The maximum thickness of the individual HMA lift shall be three (3) inches as shown on the Plans or as directed by the Engineer. HMA shall be placed in lifts conforming to Section 39-2.02C of the State Specifications. The HMA shall be placed and compacted to ninetytwo to ninety-seven percent (92% to 97%) of theoretical maximum density and shall meet the elevation of the existing pavement contour. Areas inaccessible to rollers shall be compacted by use of a power compactor of the high impact, vibra-plate type, capable of attaining the same compaction as the rolled areas.

Pavement repairs shall be made using three lifts for 8” base repairs. The second and third lifts of HMA shall not be placed until the underlying layer is 160°F or less, unless otherwise directed by the Engineer. Failure to meet these requirements shall be cause for rejection of the work.

The Contractor shall apply a tack coat to the vertical faces of the existing asphalt and between asphalt lifts. Tack coat shall be SS-1h per Section 39-2.01C(3)(f), “Tack Coat,” of the State Specifications.

The Contractor shall not perform pavement repair when the weather is rainy, foggy or when the atmospheric temperature is below 50°F. It shall be the Contractor’s responsibility, based on weather predictions, to schedule pavement repair to avoid placing HMA in the rain or fog. If the day’s operations are canceled because of predicted rain or fog, a non-working day will be allowed. HMA shall not be placed on any surface which contains ponded water or excessive moisture in the opinion of the Engineer. If paving operations are in progress and rain or fog forces a stoppage of work, loaded trucks in transit shall return to the plant and no compensation will be allowed for unused materials. 10-1 GENERAL
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The Contractor shall furnish and use canvas tarpaulins to cover all loads of HMA from the time that the mixture is loaded until it is discharged from the delivery vehicle. Failure to cover HMA loads shall be grounds for rejection of the load.

Batch data and load slips shall be submitted to the Engineer as HMA is delivered to the project site to allow verification of materials and use. Failure to do so may result in nonpayment for disputed loads.

All excavations for base repairs shall be backfilled to the existing pavement level in the same working period during which the excavation is performed, and prior to opening the full roadway to public traffic. Lane closures shall remain in full force until such time as the repair area has been finished to the existing pavement level.

If necessary, due to unforeseen occurrences, excavations shall be temporarily filled to the existing pavement level at the end of the working period, and subsequently re-excavated at the Contractor’s expense. Temporarily filled excavations shall have a minimum twoinch thick asphalt concrete surface or covered with a steel trench plate held in place with temporary HMA tapers not less than (10) inches long all along the plate edges on all sides.

B. Measurement and Payment. Full Depth Base Repair (8” Depth) shall be measured on a Square Foot basis of new asphalt installed. The contract price paid per square foot for “Full Depth Base Repair (8” Depth)” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Base Repair-HMA Type A, including, but not limited to, removal and disposal of existing structural section and furnishing and placing HMA, tack coat, material compaction, complete in place, as shown on the plans, as specified in these Technical Provisions, and as directed by the Engineer, and no additional compensation shall be provided. The City reserves the right to make additions or deletions to the original quantity amount, and/or to the streets or number of streets, at the price bid per square foot. “Increase Base Repair Depth by 2” from 8” to 10” (Incremental) (Revocable Bid Item)” and “Increase Base Repair Depth by 4” from 8” to 12” (Incremental) (Revocable Bid Item)” will be measured on a square foot basis of the area actually directed in writing by the Engineer to be deepened, constructed, and accepted, as measured in the field.

Areas deepened to 10 inches will be paid for under both “Full Depth Base Repair (8” Depth)” and “Increase Base Repair Depth by 2” from 8” to 10” (Incremental) (Revocable Bid Item)”. Areas deepened to 12 inches will be paid for under both “Full Depth Base Repair (8” Depth)” and “Increase Base Repair Depth by 4” from 8” to 12” (Incremental) (Revocable Bid Item)”. The contract unit price paid per square foot for each incremental item shall constitute full compensation only for the additional work attributable to the increased depth, including, but not limited to, additional removal and disposal of existing pavement and underlying materials; re-sawcutting and trimming of vertical faces as necessary; additional tack coat on vertical faces and between lifts; preparation and compaction of the material remaining in place at the bottom of the deepened excavation; furnishing, placing, and compacting the additional HMA; and all other incidentals attributable to the additional depth, and no additional compensation will be allowed therefor.
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“Increase Base Repair Depth by 4” from 8” to 12” (Incremental) (Revocable Bid Item)” will be paid instead of, and not in addition to, “Increase Base Repair Depth by 2” from 8” to 10” (Incremental) (Revocable Bid Item)”; its contract unit price shall include the full four (4) inches of additional depth. No area will be measured or paid for under both incremental items.

The Bid Schedule quantities for the incremental depth increase items represent areas included within, and not in addition to, the quantity shown for “Full Depth Base Repair (8” Depth)”; they do not represent additional repair area. The quantities shown for the incremental items are estimates given for the comparison of bids only; the actual quantity of each item may range from zero to substantially more than the estimated quantity, and no adjustment will be made to any contract unit price by reason of any such increase or decrease, in accordance with Section 5-1.06, “Increases and Decreases in Work,” of these Special Provisions.

Depth increases performed without the prior written direction of the Engineer will not be measured or paid for. Excavation below the directed repair depth that has not been directed by the Engineer, and the additional HMA required to backfill such unauthorized depth, shall be at the Contractor’s expense.

Over-excavation of unsuitable subgrade material below the bottom of the directed repair depth will be measured and paid for separately under “Subgrade Over-Excavation (Revocable Bid Item)” as provided in Section 10-1.13. In no case will the same material be measured or paid for under both an incremental depth increase item and “Subgrade Over-Excavation (Revocable Bid Item)”.
“Increase Base Repair Depth by 2” from 8” to 10” (Incremental) (Revocable Bid Item)” and “Increase Base Repair Depth by 4” from 8” to 12” (Incremental) (Revocable Bid Item)” are Revocable Bid Items. The City may, at its sole discretion, delete any Revocable Bid Item in whole or in part at any time without cause. Deletion of a Revocable Bid Item, in whole or in part, shall not entitle the Contractor to any adjustment of the contract unit price of any other bid item, nor to any compensation for anticipated profit, unabsorbed overhead, or any other costs associated with the deleted work. The contract unit prices for the incremental items shall apply to any quantity of work actually performed, including zero.

The provisions in Sections 4-1.05, “Changes and Extra Work,” and 9-1.06 of the Standard Specifications shall not apply to the Revocable Bid Items. 10-1.13 Subgrade Over-Excavation (Revocable Bid Item)
A. Description. If the Contractor is unable to achieve the specified compaction of 95% of maximum dry density at base repair areas, the material will be deemed as unsuitable subgrade material and the Contractor shall notify the Engineer. The Engineer will determine whether over-excavation is necessary.

When encountered during construction, unsuitable subgrade material shall be overexcavated to a depth of six (6) inches and replaced with Class 2 Aggregate Base underlain by (Tensar Interax NX850 Geogrid or approved equivalent). Aggregate base shall comply to the requirements in Section 26-1.02B Class 2 Aggregate Base. Prior to replacing the void with aggregate base, the Subgrade and/or base materials shall be compacted with 10-1 GENERAL
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roller type equipment to achieve a firm and non-yielding pavement surface that is suitable to be backfilled with compacted aggregate base and paved. Care should be taken by the Contractor to not overwork subgrade and/or base material that result in pumping and yielding of subgrade and/or base materials. The Engineer and/or approved representative will approve the subgrade prior to paving operations.

As requested by the City Engineer, to approve the subgrade, it may be required to be proof rolled by the Contractor with a fully loaded water truck, or similar, in the presence of a City representative. Areas that pump or yield under truck tire loading will be delineated in the field with marking paint as unsuitable material and then over-excavated as described below. In areas of removal upon approval by the Engineer, the Contractor shall install a geogrid (Tensar Interax NX850 Geogrid or approved equivalent). The aggregate base shall then be moisture conditioned, placed in lifts not to exceed six (6) inches and compacted to ninety-five percent (95%) relative compaction.

Over-excavation of unsuitable subgrade material may encounter asphalt pavement, base material and native material. The material to be excavated may contain reinforcing fabric and/or other typical constituents of asphalt concrete by-products and/or any other naturally occurred deleterious substances encountered with roadway construction. The City makes no guarantee that the material excavated will be reusable, recyclable or disposable to any disposal site designated by the Contractor. No additional compensation shall be allowed to the Contractor if the over-excavated material is not reusable, recyclable, or is required to be disposed of at a licensed disposal facility. Any testing, if required by the disposal site, shall be arranged and paid for by the Contractor.

B. Measurement and Payment. “Subgrade Over-Excavation (Revocable Bid Item)” will be measured by the Cubic Yard.

The contract unit price per cubic yard paid for “Subgrade Over-Excavation (Revocable Bid Item)” shall include soils sampling (testing and analysis required for disposal at a licensed disposal facility), excavation and disposal of unsuitable material, furnishing, transportation and placement of aggregate base and geogrid in accordance with manufacturer installation guidelines, compaction, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and doing all work involved to construct the subgrade over-excavation as specified in these Special Provisions and as directed by the Engineer.

Basis for volume calculations shall be the area to be over-excavated and the measured depth. The quantity in cubic yards in the bid schedule is based on 10 percent (10%) of the base repair area with a depth of six (6) inches requiring subgrade over-excavation.

The pay quantity will be the actual volume measured in the field and no adjustments to the unit price will be made for pay quantities differing from the quantity stated in the bid schedule. No adjustment of compensation will be made for any increase or decrease in the quantities required, regardless of the reason for the increase or decrease. The provisions in Section 4-1.05 “Changes and Extra Work,” of the Standard Specifications shall not apply to “Subgrade Over-Excavation (Revocable Item).” Over-excavation will be measured below the bottom of the directed base repair depth (8 inches, 10 inches, or 12 inches, as applicable). Material removed at or above the bottom of the directed repair depth will be measured and paid for under “Full Depth Base Repair 10-1 GENERAL
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(8” Depth)” and, as applicable, the incremental depth increase Bid Items specified in Section 10-1.12, and will not be measured under this item. 10-1.14 Utility Adjustments
A. Description. The Contractor shall be responsible for replacing and/or adjusting frames and covers of existing maintenance holes, vaults, sewer cleanouts, valve and monument boxes, and other utilities (collectively, “iron”) affected by the Contract to final grade in conformance with Section 15, “Existing Facilities,” and Section 78-23, “Adjust Utility Frames, Covers, and Manholes” of the State Specifications, these Technical Specifications, and as depicted on the Plans. The Contractor shall coordinate with the respective utility owner to verify and decide who will be performing the utility cover adjustment work.

This work includes replacing and setting, monument boxes, gas valve boxes, water valve boxes, electrical handhole boxes and resetting and adjusting sewer and storm drain maintenance hole frame and covers to finish grade.

Existing valve covers, meter boxes, subsurface vaults, and other items listed in these technical specifications or shown on the plans, or as directed by the Engineer, shall be adjusted to final grade. The final adjustments, which shall not be performed until all the pavement surfacing has been placed.

Water valve boxes shall be Christy G5 with cast iron cover and in accordance with EBMUD specifications. Water meter boxes shall be according to EBMUD specifications.

All iron encountered within the project area to be repaired shall be carefully referenced out by the Contractor and the locations of the cover painted on the surface immediately after paving. Utility reference information shall be approved by Engineer prior to lowering iron.

All storm drain and sewer maintenance hole, valve box, cleanout box, monument box adjustments, and coordination with the utility owner are the responsibility of the Contractor.

Covers shall be adjusted so that there will not be any perceptible difference in elevation between the finished pavement surface and the cover. The Engineer shall be the sole judge of the acceptable degree of smoothness of passage of a motor vehicle over the adjusted covers.

If the iron is damaged during the work, the Contractor shall repair at the Contractor’s sole expense to the satisfaction of the Engineer. Contractor shall store iron at the Contractor’s own yard and not on the street, median or in front yards.

B. Measurement and Payment. Adjusting frames and covers for manholes, valve boxes, and monuments, and any other utility structure shall be measured per Each structure adjusted to finished grade and accepted by the Owner. The contract unit price paid for “Adjust Water Valve Box and Cover to Grade”, “Adjust Gas Valve Box and Cover to Grade”, “Adjust Water Meter Box and Cover to Grade”, “Adjust Survey Monument Box and Cover to Grade”, “Adjust Storm Drain Manhole Frame and Cover to Grade”, “Adjust Telecommunications Manhole Frame and Cover to Grade”, “Adjust Traffic Signal 10-1 GENERAL
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Box and Cover to Grade”, “Adjust Sanitary Sewer Manhole Frame and Cover to Grade”, and “Adjust Anode Box and Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work in adjusting appurtenances including, but not limited to, inventorying, removing, and disposing of existing valve box, storing manhole covers, furnishing new valve box and cast iron cover (“WATER”), removing concrete collars, placing temporary traffic rated covers, placing concrete collar and box or rim and cover, shimming or grade rings as required, and adjusting to finish grade complete in place, as shown on the plans, as specified in the Technical Provisions, and as directed by the Engineer, and no additional compensation shall be provided.
10-1.15 Traffic Stripes and Pavement Markings
A. Description. Section 84-2 “Traffic Stripes and Pavement Markings” of the State Standard Specifications shall apply, except as herein modified or supplemented. Traffic striping and pavement markings shall be thermoplastic unless noted otherwise. Striping “Details” shall be as described in Chapter 3, “Markings,” of the State Traffic Manual and as shown in the State of California Department of Transportation Standard Plans (2025 as amended).

Striping and marking shall be done at locations of existing striping and marking. Pavement markers required for traffic stripes, if any, shall be installed as specified in Section 10-

1.15, Pavement Markers, of these Special Provisions.

Execution
Reference - Layout markings shall be approved by the Engineer prior to performing the striping. All new striping and markings shall coincide as nearly as possible with the original unless otherwise directed by the Engineer. Work shall be in conformance with Sections 81 and 84 of the State Specifications, as modified herein. Striping and marking layout shall be in accordance with the State Traffic Manual details, except as modified by the Engineer. The Contractor shall replace pavement markings spaced appropriately to be compliant with the State Traffic Manual rather than matching existing placement exactly.

Locations and Control - Striping and marking shall be done at locations of existing striping and marking, except as modified by project plans or the Engineer. Advance spotting and recording of angle points, end points, and other control points, plus color and line detail type, shall be performed by the Contractor. Any uncertainties shall be discussed with Engineer prior to application. Permanent striping and markings shall be placed no sooner than (7) and no later than (10) calendar days after the pavement is placed.

Any other out-of-date Caltrans details shall be replaced with an approved equivalent that is compliant with the State Traffic Manual.

B. Measurement and Payment. The quantity for Thermoplastic Traffic Stripe of the various details listed in the bid schedule, “Thermoplastic Traffic Stripe - Detail 2”, “Thermoplastic Traffic Stripe - Detail 9”, “Thermoplastic Traffic Stripe - Detail 22”, “Thermoplastic Traffic Stripe - Detail 27B”, “Thermoplastic Traffic Stripe - Detail 10-1 GENERAL
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29”, “Thermoplastic Traffic Stripe - Detail 32”, “Thermoplastic Traffic Stripe - Detail 36”, “Thermoplastic Traffic Stripe - Detail 38”, “Thermoplastic Traffic Stripe - Detail 38A”, “Thermoplastic Traffic Stripe - Detail 39”, “Thermoplastic Traffic Stripe - Detail 39A”, “Thermoplastic Traffic Stripe - 4" White Line”, “Thermoplastic Traffic Stripe - 6" White Line”, “Thermoplastic Traffic Stripe – Limit Line”, “Thermoplastic Basic Crosswalk (White or Yellow)”, “Thermoplastic Ladder Crosswalk (White or Yellow)”, “Thermoplastic Diagonal Crosswalk (White or Yellow)”, and “Thermoplastic Continental Crosswalk (White or Yellow)” shall be the actual number of Linear Feet as measured in the field (i.e. the length of crosswalk / road width or stop bar) and required by the plans. For Ladder, Diagonal, and Continental crosswalk items, the quantity will be the crossing distance actually replaced in linear feet, measured along the crosswalk from edge of pavement to edge of pavement (curb to curb, or as shown on the plans), and not the total length of the individual transverse bars, diagonal lines, or edge lines placed; the unit price shall include all lines and bars required by the applicable crosswalk detail for the full length and width of the crosswalk placed. The quantity for payment of Thermoplastic Pavement Markings shall be the total Square Feet of the pavement markings. The square feet of the specific details as given in the State Standard Plans shall be used for those details listed in the bid schedule. The unit prices shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in placing traffic stripes and markings, including any necessary cat tracks, dribble lines and layout work, complete in place, as shown on the plans, required by these special provisions, and as directed by the Engineer. For stripes requiring multiple lines, the composite section will count as a linear foot of striping for payment, not the total length of the individual component lines. The price for pavement markers required for traffic stripe, if any, shall be included in the unit price for the traffic stripe detail requiring pavement markers. Payment will be made at the contract unit prices as indicated in the Bid Schedule. The City reserves the right to make additions or deletions to the original quantity amount, and/or to the streets or number of streets, at the price bid per linear feet, square feet, or each.
10-1.16 Traffic Signal Inductive Loop Detectors
A. Description. Traffic signal loop detectors which may be impacted by base repairs shall be replaced. Traffic signal loops damaged as a result of constructing base repairs at the specified depth shall be replaced by the Contractor at the respective contract unit prices for each type. Traffic signal loops damaged by the Contractor as a result of overgrinding or other operations shall be replaced at the Contractor’s expense and no additional compensation will be allowed. Loop replacement includes connecting each new loop to the existing traffic signal detection system: new loop conductors shall be routed to the existing pull box or detector handhole and connected to the existing or new detector leadin cables in accordance with this Section, and each replaced loop shall be made fully operational with the existing traffic signal system.

The Contractor shall make arrangements to replace damaged loops detectors within seven (7) calendar days of their being damaged or removed. The Contractor shall be 10-1 GENERAL
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penalized $2,500 per day for each day the Contractor fails to replace a damaged loop beyond the seven-day period.

It shall be the contractor’s responsibility to identify and label as needed all detector leadin cables prior to the pavement grinding operation in order to properly connect new loop detector wires to the existing or new detector lead-in cables.

All pull boxes shall be inspected and approved prior to pulling any conductors. The ends of all unused cables shall be sealed. The ends of all cables shall be sealed prior to being installed into the conduits.

The Contractor shall verify the size and percent fill of all stub outs. For all undersized, damaged, or missing stub outs, the Contractor shall install new.

Saw Cutting
The Contractor shall prevent any saw cutting debris from entering the storm drain system.

It is recommended that dry cutting techniques or a saw cutter that vacuums cutting water and debris be used. If wet methods are used, the Contractor shall comply with the following guidelines:

1. During saw cutting, the Contractor shall cover or barricade storm water inlets using control measures such as filter fabric, straw bales, sand bags, sand dams, or other approved methods, to keep saw cutting slurry out of the storm drain system. The bermed area shall be of adequate size to collect all waste water and solids. When protecting a storm water inlet, the Contractor shall ensure that the entire opening is covered or barricaded.

2. Saw cutting slurry shall not be permitted to flow across shoulders or lanes occupied by public traffic, and shall be removed from pavement surface immediately.

3. The Contractor shall shovel, absorb, vacuum, or otherwise pick up saw cutting slurry prior to the end of the work day.

4. If saw cut slurry enters the storm drain system, the Contractor shall immediately notify the City of the illicit discharge. Any saw cut slurry entering the storm drain system shall be removed immediately by the Contractor.

Inductive loop detectors shall conform to the provisions in Section 87-1.03V, “Detectors,” of the Standard Specifications and these Specifications. Loop detectors shall be Type D or E, per ES-5B of the most current Standard Plans or as directed by the Engineer. Loop wire shall be Type 2. Lead-in cable shall be Type B. All loop conductor connections shall be soldered. Loop detector conductors from individual loops shall be tagged in the pull box nearest to the loop. Detector lead-in cables shall be tagged at the terminal board in the controller cabinet. Loop detector lead in cable shall be run continuously without splices from the detector termination pull box to the field terminals in the controller cabinet. At least three (3) feet of slack shall be provided for each conductor in pull boxes.

Identification shall be by T&B Ty-Rap Cable Ties; No. TY553M, or approved equal, fastened to the conductors in such a manner that they will not move along the conductors.

The flags on the Ty-Rap shall be legibly marked with a Ty-Rap marking pen No. WT 163 M-1 (Black), or approved equal. All phase conductors and detector cables shall be labeled 10-1 GENERAL
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by phase designators in the pull boxes nearest their termination, and in the controller cabinet. Phase conductors shall be labeled with phase designation. Detector cables (street and sign) shall be labeled as appropriate. Spare conductors need not be labeled.

Splice insulation shall use insulation method “B” per the detail shown in ES-13A of the most current version of the Standard Plans. No splices are permitted in detector lead-in cables.

The ends of the tubing shall be sealed watertight at the same time the wire is placed in the slots.

Loop detectors shall consist of four (4) turns of conductor unless specified otherwise on the plans and except for Type “D” loops, which shall consist of five (5) turns of conductor.

The Engineer will verify all loop and home run locations as marked in the field by the Contractor prior to the Contractor cutting the loops or home runs.

The Contractor shall install all loops per the State Standard Plans or as otherwise specified on the plans. Loops shall be centered within traffic lanes unless otherwise specified. If any iron (manhole, valve, monument, etc.) is located within two (2) feet of the planned location for home runs, the Contractor shall contact the Engineer for an alternate location for the detector loop or home run prior to cutting any of the loops or home runs in the affected lane(s). The sealant for filling slots shall be Hot-Melt Rubberized Asphalt in conformance with Section 86-5.01 A (5) “Installation Details” of the State Standard Specifications.

If any part of the loop conductor, including the portion leading to the adjacent pull box, is damaged by the Contractor's operations, the entire series of detector loops shall be replaced at the Contractor’s expense. If any adjacent loop is damaged during such replacement, that loop shall also be replaced within five (5) calendar days.

The detector loops shall be tested for continuity and for insulation resistance (“resistance to ground”) by the Contractor in the adjacent pull box prior to connecting the detector leadin cables. All loop detectors shall be megged by the Contractor, in the presence of the Engineer, with an allowable minimum reading of 100 mega-ohms. Any loop detector not meeting the minimum reading shall be replaced at the Contractor’s expense and no additional compensation will be allowed.

Loop Testing and Acceptance – The Contractor shall test all individual loops and DLC for continuity, sensitivity and insulation resistance (“resistance to ground”). The Contractor shall test loop sensitivity with either an approved lightweight motorcycle or an Engineerapproved wind wand. The Contractor shall contact the Engineer to reset the loop detector amplifier and test before acceptance.

B. Measurement and Payment. The listed bid quantities in the Unit Price Schedule associated with traffic signal loop replacement represent the anticipated number of loop replacement within the project limits. The Contractor shall replace only those loops damaged by grinding operations or other work activities as directed by the Engineer.

Loops damaged as a result of pavement grinding at the specified depth shall be replaced by the Contractor at the contract unit price for the respective loop type as indicated below.

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(beyond the specified depth), jackhammering, or other activities shall be replaced by the Contractor and no additional compensation will be made. The final quantities for all loop replacements listed may vary from zero (0) to an amount exceeding the assumed quantities. No adjustment will made to the unit price for any of the above items regardless of any decrease or increase in the contract quantities.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in traffic control, installing traffic signal loops including new loops with sealant, exposing existing conduit, installing field wires into existing pull boxes or detector handholes, connecting new loop conductors to the existing or new detector lead-in cables, testing and restoring detector operation with the existing traffic signal system, and patching existing asphalt concrete, will be made at the contract unit price per Each for Inductive Traffic Loop (Type A), Inductive Traffic Loop (Type D), and Inductive Traffic Loop (Type F) complete in place and fully operational. 10-1 GENERAL
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APPENDICES
APPENDIX A – CITY OF RICHMOND – FIRST SOURCE AGREEMENT
A
APPENDIX A – CITY OF RICHMOND – FIRST SOURCE AGREEMENT
Appendix A-1 First Source Agreement (Sample) – 1 of 3

CITY OF RICHMOND

FIRST SOURCE AGREEMENT

RECITALS
THIS FIRST SOURCE AGREEMENT is entered into on the date stated below by and between the CITY OF RICHMOND, a municipal corporation and charter city (hereinafter the “City”), and _________________________ (hereinafter the “Employer”).

WHEREAS, the Employer has been awarded a contract, forgivable loan or subsidy by the City and/or the Richmond Community Redevelopment Agency, dated _____________________________,20 (hereinafter the “Contract”) to perform certain work and provide certain services at ________________________________in Richmond, California, described as follows:

WHEREAS, the Employer, in addition to the Contract, agrees to enter into this First Source Agreement (hereinafter the “FSA”) with the City;
NOW, THEREFORE, the parties hereto mutually agree as follows:

1. Compliance with Chapter 2.56. Employer will comply with the terms of Chapter 2.56 of the Richmond Municipal Code, Local Employment Program (hereinafter the “Ordinance”), a copy of which is attached hereto and incorporated herein by reference.

2. Liaison. Employer shall designate a liaison for issues related to the Ordinance and this FSA. The liaison shall work with designated City of Richmond staff to facilitate effective implementation of the Ordinance and this FSA (hereinafter the “Designated City Staff”).

3. First Source Hiring Process for CONSTRUCTION and NON-CONSTRUCTION JOBS – Employer shall take the following steps regarding hiring in furtherance of the Contract. (a) Long-Range Planning. Employer shall, prior to hiring in furtherance of the Contract, and as soon as practicable, provide to the Designated City Staff the approximate number and type of hires that it will make for employment, and the basic qualifications necessary for each projected hire. (b) Dual Notification Process (CONSTRUCTION ONLY). Where there is a signatory agreement with the local union and the associated craft, Employer shall work with the local union and the City of Richmond Employment and Training Department (hereinafter the “ETD”) to fill those positions. The Employer shall forward to the ETD a copy of all personnel requests made to the trade unions, specifying the residency of personnel requested (this process is hereinafter referred to as the "dual notification process" and a description of it is attached hereto along with the Request for Craft form for use by the Employer). In the dual notification process, the Employer shall utilize the "name call," "rehires," "transfers," or "sponsorship" options in maximizing the participation of Richmond, California residents.

Appendix A-1 First Source Agreement (Sample) – 2 of 3
(c) Notification of job opportunities. Prior to hiring in furtherance of the Contract, Employer shall notify the Designated City Staff, by email or fax, of available job openings and provide a description of job responsibilities and qualifications, including expectations, salary, work schedule, duration of employment, required standard of appearance, and any special requirements, e.g., language skills, driver’s license, etc. Job qualifications shall be limited to skills directly related to performance of job duties.
(d) Filling of job opportunities. Prior to announcing or advertising in any form and by any means (except for compliance with internal posting procedures) the availability of an employment position created by the vacancy of an existing position or a new employment position, the Employer shall utilize the dual notification process to notify the pertinent union, if appropriate, and ETD in writing of such position, including a general description of the position and Employer's minimum requirements for qualified applicants, and shall request any pertinent union and ETD to refer qualified applicants for such position to Employer's trade union and/or personnel representative, as appropriate. The Employer shall refrain from any general announcement or advertisement of the availability of such position for a period of ten (10) business days after notification to the ETD. This ten-day period shall be known as the "Advance Notice Period.” (e) Job Site Applications. In the event that any persons seek employment with the Employer at the job site, the Employer shall have the person complete a Job Site Application consisting of name, address, telephone number, social security number and trade. The Employer will then submit this information to the ETD.
(f) Transfer and Promotion. Nothing contained herein shall prevent the Employer from filling job vacancies or newly created positions without compliance with the foregoing procedures by transfer or promotion from its existing staff.

4. Monthly Reports. Employer shall, on a monthly basis, furnish certified payroll sheets to ETD.

Failure to provide the City with this information shall result in delay of progress payments for that portion which is deemed not in compliance with the provisions of this FSA.

5. Quarterly Reports. Employer shall prepare quarterly reports detailing the number of hires for employment in furtherance of the Contract during the quarter and stating what percentage of such hires were residents of Richmond, California. The Designated City Staff shall assist Employer by preparing forms to be completed for this purpose. Reports shall be filed with the ETD within thirty (30) days after the completion of each quarter. Reports may include a description of any difficulties the Employer is having with obtaining qualified referrals through the Designated City Staff.

6. Non-compliance Procedure. In the event the City believes the Employer may not be in compliance with the requirements of this FSA, the following procedure will be followed:
(a) The Community and Economic Development Executive Director (hereinafter the “Executive Director”) or designee shall cause to be delivered to the Employer a written “Notice of NonCompliance” (hereinafter the “Notice”). The Notice shall specify the matters which constitute the noncompliance; the specific action required to correct the non-compliance; and the time period during which such correction shall occur. In no event shall this time period be more than thirty (30) days after receipt of the Notice by the Employer. If the Notice is mailed, it will be deemed received five (5) days after the date of mailing.

Appendix A-1 First Source Agreement (Sample) – 3 of 3
(b) If the Employer disagrees with the Notice, they shall have the burden of proving compliance with the provisions of the Ordinance and shall submit any evidence and argument to the Executive Director or designee to establish compliance no more than thirty (30) days after receipt of the Notice by the Employer.
(c) In the event the Executive Director or designee subsequently agrees that compliance has occurred, the Executive Director or designee shall cause to be delivered promptly to the Employer a written “Notice of Correction of Non-Compliance,” specifying the original noncompliance which has been corrected.
(d) In the event the Executive Director or designee does not agree that compliance has occurred, the Executive Director or designee shall promptly notify the Employer by a written “Notice of Failure to Correct Non-Compliance” (“hereinafter the “Notice of Failure to Correct”), describing the facts constituting the non-compliance.
(e) After the issuance of the Notice of Failure to Correct, the Employer shall have the right to request a hearing before the City Manager or designee (hereinafter “Request for Hearing”), who shall make the final determination. The Request for a Hearing must be made within ten (10) working days after receipt of the Notice of Failure to Correct. If the Notice of Failure to Correct is mailed, it will be deemed received five (5) days after the date of mailing. The hearing shall be held no sooner than twenty (20) and no later than thirty (30) days after receipt by the City of the Request for Hearing, unless otherwise agreed to by the parties. At the hearing, the Employer will be allowed to present any evidence and argument it believes proves compliance.

The City Manager or designee shall issue their final determination no later than ten (10) business days after the hearing. The Employer must exhaust this administrative remedy prior to commencing legal action. (f) In the event no Request for Hearing is timely made, the determination of failure to correct non-compliance shall be deemed to be final.
(g) Should the Employer fail to comply with the Notice of Non-Compliance as specified above, and a final determination of non-compliance is made, the City may exercise any of its powers as specified in §2.56.080 of the Ordinance.

Executed this _________ day of ________________________________, 20_______.

EMPLOYER CITY OF RICHMOND
By: ____________________________________ By: __________________________________ Name: _________________________________ Name: _______________________________ Title: __________________________________
Approved as to form:
_____________________________________
City Attorney
APPENDIX B – CITY OF RICHMOND – CONSTRUCTION AGREEMENT
B
APPENDIX B – CITY OF RICHMOND – CONSTRUCTION AGREEMENT

CONTRACT
49 City of Richmond
Department of Public Works

CONTRACT

B. Contractor represents that it is duly licensed by the State of California and has the background, knowledge, experience and expertise to perform the obligations set forth in this Contract.

ARTICLE I

CONSTRUCTION OF PROJECT
Section 1.1 Contract Documents.

Section 1.3 Payments.

CONTRACT
50 Contractor agrees to receive and accept the sums set forth in the Bid Schedule attached as part of the Proposal, as full compensation for furnishing all materials and doing all the work contemplated and required by this Agreement, and for all loss or damage arising out of the nature of the undertaking of the construction of the Project, or from the acts of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the construction of the Project until its completion and acceptance by the City, and for all expenses incurred by or in consequence of the suspension or discontinuance of the construction of the Project, and for well and faithfully performing the construction of the Project and the whole thereof, in the manner and according to the Contract Documents.

CONTRACT
51 fire marshal, health officer, building inspector, or other officer of every governmental agency now having or hereafter acquiring jurisdiction, provided that such direction given during construction does not conflict with conditions of Project approval or mitigation measures.
(c) Contractor shall and shall cause its subcontractors to pay prevailing wages in the construction of the Project as those wages are determined pursuant to Labor Code Sections 1720 et seq., and implementing regulations of the Department of Industrial Relations, and to comply with all other applicable federal, State and local laws, regulations and ordinances pertaining to labor standards insofar as those laws, regulations and ordinances apply to the performance of this Agreement, including any applicable City of Richmond employment requirements, including but not limited to the City's Living Wage Ordinance (Richmond Municipal Code Chapter 2.60), the City's Business Opportunity Ordinance (Richmond Municipal Code Chapter 2.50), and the City's Local Employment Program Ordinance (Richmond Municipal Code Chapter 2.56).

Section 1.6 Inspections.

Contractor shall coordinate and schedule all testing and inspections required on the Project with the required advance notice as defined in the Project Specifications.

CONTRACT
52 Section 1.7 Equal Opportunity.
(a) During the construction of the Project there shall be no discrimination on the basis of race, color, creed, religion, age, sex, sexual orientation, marital status, national origin, ancestry, or disability in the hiring, firing, promoting, or demoting of any person engaged in the construction work.
(b) In addition, Contractor agrees to observe the provisions of Section 2.28.030 of the Richmond Municipal Code, obligating Contractor and its subcontractors to refrain from discriminatory employment or subcontracting practices on the basis of race, color, sex, sexual orientation, religion, creed, national origin or ancestry of any employee, any applicant for employment or any potential subcontractor.

Section 1.8 Working Hours.

CONTRACT
53 (c) Contractor shall have furnished the City with evidence of the insurance coverage meeting the insurance requirements set forth in Project Specifications for each subcontractor prior to initiating any work on the Project, including Builder's Risk insurance with appropriate coverage for the cost of construction. The periods for submittal, review and approval shall apply as stated in subparagraph (b) above. (d) The Parties agree that notwithstanding the time requirements set forth in this subsection for submittal and resubmittal to the City by the Contractor of the evidence of insurance and review and approval of the evidence of insurance by the City, Contractor is responsible for ensuring that the evidence of insurance in approvable form is submitted to the City in a timely manner.

Upon satisfactory completion of the contract, the securities shall be returned to the Contractor.

CONTRACT
54 shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ____, and shall designate the Contractor as the beneficial owner. (2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.
(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner .
(6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.
(7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.
(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (5) to (8), inclusive, of this Agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.
(10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

CONTRACT
55 On behalf of Owner: On behalf of Contractor:
_______________________ _________________________
Title Title
_______________________ _________________________
Name Name
_____________________ _________________________
Signature Signature
_______________________ _________________________
Address Address
On behalf of Escrow Agent:

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Section 1.12 Job Site Notices.

Contractor shall post at the job site notices in compliance with Title I California Code of Regulations Section 16451.

CONTRACT
56 ARTICLE II

DEFAULT AND REMEDIES
Section 2.1 Events of Default.

Section 2.2 Remedies.

CONTRACT
57 The occurrence of any Default hereunder following the expiration of all applicable notice and cure periods will, either at the option of the City or automatically where so specified, relieve the City of any obligation to make or continue payments and shall give the City the right to proceed with any and all remedies set forth in the Contract Documents, including but not limited to the following:
(a) Specific Performance. The City shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Contractor to perform its obligations and covenants under this Agreement or to enjoin acts on things which may be unlawful or in violation of the provisions of this Agreement.
(b) Right of Contest. Contractor shall have the right to contest in good faith any claim, demand, levy, or assessment the assertion of which would constitute a Default hereunder. Any such contest shall be prosecuted diligently and in a manner unprejudicial to the City or the rights of the City hereunder. (c) Remedies Cumulative. No right, power, or remedy given to the City by the terms of the Contract Documents is intended to be exclusive of any other right, power, or remedy; and each and every such right, power, or remedy shall be cumulative and in addition to every other right, power, or remedy given to the City by the terms of any such instrument, or by any statute or otherwise against Contractor and any other person.

Section 2.3 Waiver of Damages.

ARTICLE III

GENERAL PROVISIONS
Section 3.1 Relationship of Parties.

Contractor has and retains the right to exercise full control of employment, direction, compensation, and discharge of all persons assisting in the performance of services under the Agreement. In regards to the construction of the Project, Contractor shall be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding, and all other laws and regulations governing such matters, and shall include requirements in each contract that subcontractors shall be solely responsible for similar matters

CONTRACT
58 relating to their employees. Contractor shall be solely responsible for its own acts and those of its agents and employees.

Section 3.2 Change Orders.
(a) Changes affecting the time of performance, unit pricing, or total contract price shall be set forth in a written Change Order that shall specify:

1. The work performed in connection with the change to be made;

CONTRACT
59 determination of the issue. City shall decide the issue in writing within 15 days; City’s decision shall be final and the limitations period for the filing of a claim shall commence upon the City’s issuance of its decision. If Contractor disagrees with City’s decision, or if Contractor contends that City failed to provide a timely decision, then Contractor’s SOLE AND EXCLUSIVE REMEDY is to file a written claim setting forth Contractor’s position as required herein. (c) Form and Contents of Claim. The Claim shall be submitted to the City within thirty (30) days of receiving the City’s written decision regarding the dispute, or the date the Contractor contends such decision was due, and in no event later than the date of final payment. Contractor’s written claim must identify itself as a “Claim” under this Section 3.3 and must include the following: (1) a narrative of pertinent events; (2) citation to contract provisions; (3) theory of entitlement; (4) complete pricing of all cost impacts; (5) a time impact analysis of all time delays that shows actual time impact on the critical path; (6) documentation supporting items 1 – 5; and (7) verification under penalty of perjury of the claim’s accuracy. The Claim shall be priced like a Change Order, and must be updated every thirty (30) days as to cost and entitlement if it remains a continuing Claim. Routine contract materials, for example, correspondence, RFI, Change Order requests, or payment requests shall not constitute a Claim.

Contractor shall bear all costs incurred in preparation, submittal, and administration of a Claim. (d) Administration After Claim Submittal.

2. Notwithstanding and pending the resolution of any Claim or dispute, Contractor shall diligently perform the disputed work to final completion in accordance with the City’s direction.

3. After their submittal, claims less than $375,000 shall also be subject to Section 20104 of the Local Agency Public Construction Act.
(e) Compliance

3. City shall not be deemed to waive any provision under this Section 3.3 if, at City’s sole discretion, a Claim is administered in a manner not in accord with this

CONTRACT
60 Section 3.3. Waivers or modifications of this Section 3.3 may only be made by signed Change Order approved as to form by legal counsel for both City and Contractor. Oral or implied modifications shall be of no force or effect.

Section 3.5 Non-Liability of City Officials, Employees and Agents.

Section 3.6 No Third Party Beneficiaries.

There shall be no third party beneficiaries to this Agreement.

CONTRACT
61 shall exercise due diligence to ensure that the prohibition in this Section 3.7(a) is followed.
(b) The conflict of interest provisions of Section 3.7(a) above apply to any person who is an employee, agent, consultant, officer, or elected or appointed official of the City of Richmond, and any immediate family member or dependent of such person.

Section 3.8 Notices, Demands and Communications.

City of Richmond
450 Civic Center Plaza
Richmond, California 94804
Attention: XXXX
With copy to:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Attention: City Attorney
(2) if intended for Contractor shall be addressed to:

Section 3.9 Applicable Law.

Section 3.10 Parties Bound.

CONTRACT
62 Except as otherwise limited herein, the provisions of this Agreement shall be binding upon and inure to the benefit of the Parties and their heirs, executors, administrators, legal representatives, successors, and assigns. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor, successor, or assign of such Party who has acquired an interest in compliance with the terms of this Agreement or under law. This Agreement shall be binding upon and inure to the benefit of the heirs, administrators, executors, successors in interest, and assigns of each of the Parties.

Section 3.11 Severability.

Section 3.12 Force Majeure.

Section 3.13 Waivers.

Section 3.14 Title of Parts and Sections.

CONTRACT
63 Any titles of the sections or subsections of this Agreement are inserted for convenience of reference only and shall be disregarded in interpreting any part of the Agreement's provisions.

Section 3.15 Entire Understanding of the Parties.

Section 3.16 Multiple Originals; Counterpart.

WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written.

Reviewed By:
_______________________
City Attorney
ATTEST:
_______________________________
City Clerk
CITY:

CITY OF RICHMOND, a municipal corporation and
charter city
By: _________________________________
Name: _________________________________
Its: __________________________________
CONTRACTOR:

XXXX
By: _________________________________
Name: _________________________________
Its: _________________________________

END OF CONTRACT
APPENDIX C – CITY OF RICHMOND – INSURANCE REQUIREMNTS
C
APPENDIX C – CITY OF RICHMOND – INSURANCE REQUIREMNTS
Exhibit B
City of Richmond - Insurance Requirements –

CONSTRUCTION PROJECTS
Type 1 – Page 1 of 4
Revised: January 2013
In all instances where a CONTRACTOR or its representatives will be conducting business and/or providing services, the City requires the following MINIMUM insurance requirements and limits.

CONTRACTOR shall procure and maintain for the duration of the contract, agreement, or other order for work, services or supplies, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the CONTRACTOR, its agents, representatives, employees or subcontractors. Maintenance of proper insurance coverage is a material element of the contract. Failure to maintain or renew coverage or to provide evidence of renewal may be treated by the City as a material breach of contract.

CONTRACTOR agrees that in the event of loss due to any of the perils for which it has agreed to provide Commercial General Liability insurance, CONTRACTOR shall look solely to its insurance for recovery. CONTRACTOR hereby grants to CITY, on behalf of any insurer providing Commercial General Liability insurance to either CONTRACTOR or CITY with respect to the services of CONSULTANT herein, a waiver of any right to subrogation which any such insurer of said CONTRACTOR may acquire against the CITY by virtue of the payment of any loss under such insurance.

Original, signed certificates and original, separate policy endorsements, naming the City as an additional insured for general liability, as well as a waiver of subrogation for Workers’ Compensation insurance, shall be received and approved by the City before any work may begin. However, failure to do so shall not operate as a waiver of these insurance requirements.

City reserves the right to modify or require additional coverages for specific risk exposures depending on scope of CONTRACTORS work.

Minimum coverage is detailed below. The policy limits of coverage shall be made available to the full limits of the policy.

The minimum limits stated herein shall not serve to reduce the policy limits of coverage of CONTRACTOR.

Minimum Scope of Insurance – the following forms shall be provided and coverage shall be at least as broad as the following:

1. Insurance Services Office Commercial General Liability coverage (ISO Occurrence Form CG 0001) including coverage for bodily and personal injury, property damage, and products and completed operations.

2. Insurance Services Office Automobile Liability coverage (ISO Form CA 0001, Code 1, Any Auto)

3. Original and Separate Additional Insured Endorsements for General Liability (ISO Form CG 20 10 11/85 or its equivalent) with primary and non-contributory language.

4. Workers’ Compensation Insurance as required by the State of California including Employer’s Liability coverage.

5. Original and Separate Waiver of Subrogation for Workers’ Compensation and Builder’s Risk/ Course of Construction Insurance.

6. Builder’s Risk/Course of Construction insurance covering all risks of loss less policy exclusions when the City of Richmond has a financial interest in the property.

7. Contractor’s Pollution Liability
Required Coverage Minimum Limits
Workers’ Compensation and
Employers’ Liability
Statutory limits as required by the State of California including $1 million Employers’ Liability per accident, per employee for bodily injury or disease.

If CONTRACTOR is self-insured, provide a certificate of Permission to SelfInsure, signed by the California Department of Industrial Relations and SelfInsurance. If contractor is a sole proprietor (has no employees) than contractor must sign “Contractor Release of Liability” found at:
http://www.ci.richmond.ca.us/index.aspx?nid=61.

Exhibit B
City of Richmond - Insurance Requirements –

CONSTRUCTION PROJECTS
Type 1 – Page 2 of 4
Revised: January 2013
General Liability
(primary and excess limits
combined)

PROJECT COST REQUIRED LIMIT
$0 - $5 million $2 million p/o
$5 million - $10 million $5 million p/o
Over $10 million $10 million p/o
Includes coverage for bodily injury, personal injury, property damage and products and completed operations. The policy shall not exclude coverage for XCU perils (explosion, collapse, or damage to underground property).

If the policy includes a general aggregate, either the general aggregate shall apply separately to this project, service or location or the minimum required aggregate limit shall be twice the per occurrence limit.

Policy shall be endorsed to name the City of Richmond as an additional insured per the conditions detailed below.

Automobile Liability $1,000,000 per occurrence for bodily injury and property damage.

Builders’ Risk/Course of
Construction – Covers property
under construction, repair or
renovation as well as equipment
and materials to be installed.
(Only required for Construction
Projects involving property and
equipment installation.)
Coverage shall include all risks of direct physical loss, excluding earthquake, for an amount equal to the full completed value of the covered structure or replacement value of alterations or additions, including soft costs and business interruption.

If the project does not involve new or major reconstruction, an Installation Floater may be acceptable. For such projects, a property installation floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken or destroyed during the performance of the Work, including during transit, installation and testing at the City of Richmond’s site.

The City of Richmond shall be named as loss payee as its interest may appear. The insurer shall waive all rights of subrogation against City.

Contractor’s Pollution Liability
Protects against:
unexpected/unintended release of
pollution resulting from contractors
covered operations such as:

HVAC, paving, carpentry, pipeline
& tank installation, drillers,
remediation contractors,
maintenance, mechanical,
demolition, excavation, grading,
street/road construction,
residential & commercial builders.

Same limits as General Liability.

Required Policy Conditions
A. M. Best Rating A:VII or Better. If the A.M. Best Rating falls below the required rating, CONTRACTOR must replace coverage immediately and provide notice to City.

Additional Insured Endorsement Applicable to General Liability Coverage.

The City of Richmond, its officers, officials, employees, agents and volunteers are to be named as additional insureds for all liability arising out of the operations by or on behalf of the named insured, including but not limited to bodily injury, deaths and property damage or destruction arising in any respect directly or indirectly in the performance of this contract.

ISO form CG 20 10 (11/85) or its equivalent is required. The endorsement must not exclude products and completed operations coverage. If it does, then CG 20 37 (10/01) is also required.

SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Exhibit B
City of Richmond - Insurance Requirements –

CONSTRUCTION PROJECTS
Type 1 – Page 3 of 4
Revised: January 2013
Primary and Noncontributory The contractor’s insurance coverage must be primary coverage as it pertains to the City, its officers, officials, employees, agents and volunteers. Any insurance or self insurance maintained by the City is wholly separate from the insurance of the contractor and in no way relieves the contractor from its responsibility to provide insurance.

Waiver of Subrogation
Endorsement Form
Contractor’s insurer will provide a Waiver of Subrogation in favor of the City for Workers Compensation and Builder’s Risk/ Course of Construction coverage during the life of this contract.

SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Deductibles and Self-Insured
Retentions
Any deductible or self-insured retention must be declared to and approved by the City. At the option of the City either the insurer shall reduce or eliminate such deductibles or self-insured retention as respects the City or the CONTRACTOR shall procure a financial guarantee in an amount equal to the deductible or self-insured retention guaranteeing payment of losses and related investigations, claims administration and defense expenses.

Contractor is responsible for satisfaction of the deductible and/or self-insured retention for each loss.

Loss Payable Endorsement (only
required when Builder’s Risk
and/or Course of Construction
Insurance is required.)
Applicable to Builder’s Risk/Course of Construction naming the City of Richmond as Loss Payee.

SURETY BONDS The Contractor shall provide:

1. A Bid bond

2. A Performance Bond

3. A Payment Bond
Umbrella/Excess Liability Policies
If an Umbrella or Excess Liability Policy is used to meet the liability limits, coverage shall be as broad as specified for underlying coverages and cover those insured in the underlying policies.

Claims-Made Policies
If any insurance policy is written on a claims-made form: 1) the retroactive date must be shown, and must be before the date of the contract or the beginning of contract work. 2) Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. 3) If coverage is canceled or nonrenewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, the Contractor must purchase an extended period coverage for a minimum of five (5) years after completion of contract work.

Subcontractors
CONTRACTOR shall include all subcontractors as insured under its policies or shall furnish to the City for review and approval, separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein.

CONTRACTOR agrees to defend and indemnify the City of Richmond for any damage resulting to it from failure of either CONTRACTOR or any subcontractor to take out or maintain the required insurance policies. The fact that insurance is obtained by CONTRACTOR, and/or CONTRACTOR’s subcontractors, will not be deemed to release or diminish the liability of CONTRACTOR, including, without limitation, liability under the indemnity provisions of this contract. Damages recoverable by CITY from CONTRACTOR or any third party will not be limited by the amount of the required insurance coverage.

Exhibit B
City of Richmond - Insurance Requirements –

CONSTRUCTION PROJECTS
Type 1 – Page 4 of 4
Revised: January 2013
Verification of Coverage
All original certificates and endorsements shall be received and approved by the City before work may begin. The City of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.

Original insurance certificates and required policy endorsements shall be mailed, or delivered to the Designated Project Manager for the City of Richmond.

Insurance certificates and endorsements may be faxed to the Designated Project Manager. However, Contractor must mail the original certificates and endorsements to Designated Project Manager once faxed.

Continuous Coverage
CONTRACTOR shall maintain the required insurance for the life of the contract. Should the CONTRACTOR cease to have insurance as required during this time, all work by the CONTRACTOR pursuant to this agreement shall cease until insurance acceptable to the City is provided. In the event that CONTRACTOR fails to comply with the City’s insurance requirements, the City may take such action as it deems necessary to protect the City’s interests. Such action may include but is not limited to termination of the contract, withholding of payments, or other actions as the City deems appropriate.

If services or the scope of work extend beyond the expiration dates of the required insurance policies initially approved by the City, CONTRACTOR must provide updated certificates and endorsements indicating that the required coverage, terms and conditions are still in place. Renewal certificates and updated endorsements shall be mailed to the Designated Project Manager.

Cancellation
CONTRACTOR shall ensure that coverage shall not be cancelled, reduced or otherwise materially changed except after thirty (30) days’ prior written notice has been given to the City.

Reporting Requirements
Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officers, officials, employees or volunteers.

Consistent with Public Policy
The insuring provisions, insofar as they may be judged to be against public policy shall be void and unenforceable only to the minimum extent necessary so that the remaining terms and provisions herein may be consistent with public policy and thus enforceable.

APPENDIX D – CITY OF RICHMOND – TRUCK ROUTE
D
APPENDIX D – CITY OF RICHMOND – TRUCK ROUTE

4.52 | RICHMOND GENERAL PLAN 2030
4 Circulation
23 2
3 4
5 6
7 8
9 10
11 12
13 14
15 17 16
18 19
20 21
22 23
24 25
26 27
14 14
13 13
22 22
23 23
1 COUNTY COUNTY
COUNTY
COUNTY

CONTRA COSTA
COUNTY
COUNTY
PINOLE

HERCULES

EL CERRITO

SAN PABLO
COUNTY

KENSINGTON

ALAMEDA COUNTY

SAN PABLO AVE
23RD ST

RICHMOND PKWY

CARLSON BLVD CUTTING BLVD

BARRETT AVE MACDONALD AVE

GIANT RD

POTRERO AVE

MOESER LN

RUMRILL BLVD

CENTRAL AVE

GARRARD BLVD
RD 20

APPIAN WY

TENNENT AVE

SOLANO AVE

FAIRMOUNT AVE

WEST CUTTING BLVD
13TH STMCBRYDE AVE

HARBOUR WY

APPIAN WY

ARLINGTON BLVD

CASTRO RANCH RD

ALHAMBRA VALLEY RD
P
I
N
O
L
E

VALLEY RD

VALLEY VIEW
R
D
BLUM
E
D
R

HILLTOP DR

REFUGIO VALLEY RD

SYCAMORE AVE

SAN PABLO AVE

RICHMOND
PKWY

BROOKSIDE DR SAN PABLO DAM RD EL PORTAL DR
I-580
I-80
I-80
4 San Pablo Bay
San Francisco Bay
Richmond Inner Harbor
San Pablo
Reservoir
Refugio Creek
Pinole Creek
Wildcat Creek
Rheem Creek
San Pablo Creek
Garrity Cree
k
BART - Richmond Line
RichmondBART Station
El Cerrito Del Norte BART Station
El Cerrito Plaza BART Station
Source: City of Richmond
1 22nd St. 2 23rd St. 3 Atlas Rd. 4 Blume Dr. 5 Canal Blvd. 6 Central Ave. 7 Dornan Dr. 8 Garrard Blvd. 9 Giant Hwy.10 Hall Ave.11 Harbour Wy. So.12 Hilltop Dr.13 I-58014 I-8015 Macdonald Ave. 16 Marina Bay Pkwy.17 Marina Way So.18 Meeker Ave.19 Ohio Ave.20 Parr Blvd.21 Regatta Blvd.22 Richmond Pkwy. 23 San Pablo Ave.24 San Pablo Dam Rd.25 So. 4th St.26 W. Cutting Blvd.27 Wright Ave.

N
0 12 0.5 MILES
10 ACRES
50 Existing Truck Routes
Map 4.4
Note: This map is provided for informational purposes only. It may be periodically updated by the the City of Richmond Engineering Services Department.

APPENDIX E – CITY OF RICHMOND – PROJECT STABILIZATION AGREEMENT E
APPENDIX E – CITY OF RICHMOND – PROJECT STABILIZATION AGREEMENT

Project Stabilization Agreement
18 for the City of Richmond

UNION SIGNATURES
___________________________________
Asbestos Workers Local #16
___________________________________
Teamsters Local #315
___________________________________
Boilermakers Local #549
___________________________________
Roofers and Waterproofers Local #81
___________________________________
Bricklayers Local #3
___________________________________
Iron Workers Local #378
___________________________________
Northern California Regional Council of
Carpenters, for itself and its affiliated Local
Unions
___________________________________
Northern California District Council of
Laborers, for itself and its affiliated Local
Unions
___________________________________
Sheet Metal Workers Local #104
___________________________________
Cement Masons Local #300
___________________________________
Operating Engineers Local #3
___________________________________
International Brotherhood of Electrical
Workers Local #302
___________________________________
District Council #16, Painters and Allied
Trades, for itself and its affiliated Local Unions
___________________________________
Plasterers Local #66
___________________________________
Sprinklerfitters Local #483
___________________________________
United Association Local #159
___________________________________
United Association Local #342
___________________________________
United Association Local #355
___________________________________
Elevator Constructors Local #8

APPENDIX F – DISCLOSURE STATEMENT FOR LIMITED LIABILITY COMPANIES F
APPENDIX F – DISCLOSURE STATEMENT FOR LIMITED LIABILITY COMPANIES Disclosure Statement for Limited Liability Companies
This Statement Shall be included with all Bid and Proposal Submissions Is your Business a Limited Liability Company (LLC)? YES NO If you answered YES, please provide the City with the names and business addresses of any and all shareholders, directors, officers, members, managers, other authorized persons, partners, and “Beneficial Owners” of the applying LLC. A Beneficial Owner is any person or entity who: (1) exercises substantial control over the applying LLC; (2) owns 25% or more of the interest in the applying LLC; or (3) receives substantial economic benefits from the assets of the applying LLC.

If any LLC shareholder, director, officer, member, manager, other authorized person, partner, or Beneficial Owner is itself an LLC or other business entity, the names and business addresses must also be provided for any and all shareholders, directors, officers, members, managers, other authorized persons, partners, and Beneficial Owners of that LLC or other business entity all the way up through each entity in the organizational chart until ultimate ownership by individual people is disclosed.

Name: _____________________
Title: _____________________
Address:__________________________________________
Name: _____________________
Title: _____________________
Address:__________________________________________
Name: _____________________
Title: _____________________
Address:__________________________________________
☐ Check this box if additional ownership information is attached to this Disclosure Statement.

In signing this Disclosure Statement, I represent that the information submitted in this Disclosure Statement, and any attachments, is true and correct.

Signature: _____________________
Printed Name: _____________________
Title: _____________________
Date: _____________________
APPENDIX G – 2026/2027 CITYWIDE ARTERIAL BASE REPAIR PROJECT PLANS G
APPENDIX G – 2026/2027 CITYWIDE ARTERIAL BASE REPAIR PROJECT PLANS 4 80
580
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED FOR BIDS 07-17-2026
2026 CITYWIDE ARTERIAL

BASE REPAIR PROJECT
PROJECT #23085

RICHMOND, CALIFORNIA

PROJECT
AREA

LOCATION MAP
1" = 10,000'

ENGINEER
OWNER
City of Richmond
450 Civic Center Plaza
Richmond, CA, 94804
Ph: (510) 307-8091
1003 West Cutting Blvd. Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898

VICINITY MAP
1" = 5,000'

TITLE SHEET
C1
1 Docusign Envelope ID: B5DE7A5F-C8B0-8F6A-83B4-C2B8D3F258A9 8/25/2026
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

NOTES, LEGENDS,

ABBREVIATIONS,

AND GENERAL MAP
C2
2 GENERAL MAP
N.T.S

RICHMOND PARKWAY

S GARRARD BOULEVARD CANAL BOULEVARD

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026
MATCHLINE "RPC" 69+50 SEE BELOW MATCHLINE "RPC" 69+50 SEE ABOVE

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RPC'' 59+00 TO ''RPC''
80+00
C3 3 MATCHLINE "RPC" 80+00 SEE DRAWING C4

BASE BID

RICHMOND PARKWAY W MACDONALD AVENUE

RICHMOND PARKWAY

W BARRETT AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026
MATCHLINE "RPC" 88+50 SEE BELOW
MATCHLINE "RPC" 88+50 SEE ABOVE

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RPC'' 80+00 TO ''RPC''
95+57
C4 4 MATCHLINE "RPC" 80+00 SEE DRAWING C3

BASE BID

RICHMOND PARKWAY GOODRICK AVENUE

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 0+00 TO ''RP2''
15+50
C5 5 MATCHLINE "RP2" 7+50 SEE BELOW
MATCHLINE "RP2" 7+50 SEE ABOVE MATCHLINE "RP2" 15+50 SEE DRAWING C6

BASE BID

RICHMOND PARKWAY

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 15+50 TO ''RP2''
33+50
C6 6 MATCHLINE "RP2" 15+50 SEE DRAWING C5 MATCHLINE "RP2" 24+50 SEE BELOW MATCHLINE "RP2" 24+50 SEE ABOVE MATCHLINE "RP2" 33+50 SEE DRAWING C7

BASE BID

RICHMOND PARKWAY

MINER AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 33+50 TO ''RP2''
50+50
C7 7 MATCHLINE "RP2" 33+50 SEE DRAWING C6 MATCHLINE "RP2" 42+50 SEE BELOW MATCHLINE "RP2" 42+50 SEE ABOVE MATCHLINE "RP2" 50+50 SEE DRAWING C8

BASE BID

RICHMOND PARKWAY

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 50+50 TO ''RP2''
67+50
C8 8 MATCHLINE "RP2" 50+50 SEE DRAWING C7 MATCHLINE "RP2" 59+50 SEE BELOW MATCHLINE "RP2" 59+50 SEE ABOVE MATCHLINE "RP2" 67+50 SEE DRAWING C9

BASE BID

RICHMOND PARKWAY

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 67+50 TO ''RP2''
85+00
C9 9 MATCHLINE "RP2" 67+50 SEE DRAWING C8 MATCHLINE "RP2" 76+50 SEE BELOW MATCHLINE "RP2" 76+50 SEE ABOVE MATCHLINE "RP2" 85+00 SEE DRAWING C10

BASE BID

RICHMOND PARKWAY HILLTOP DRIVE

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 85+00 TO ''RP2''
102+50
C10
10 MATCHLINE "RP2" 85+00 SEE DRAWING C9 MATCHLINE "RP2" 94+00 SEE BELOW MATCHLINE "RP2" 94+00 SEE ABOVE MATCHLINE "RP2" 102+50 SEE DRAWING C11

BASE BID

RICHMOND PARKWAY

ATLAS ROAD

RICHMOND PARKWAY

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 102+50 TO ''RP2''
120+50
C11
11 MATCHLINE "RP2" 102+50 SEE DRAWING C10 MATCHLINE "RP2" 111+50 SEE BELOW MATCHLINE "RP2" 111+50 SEE ABOVE MATCHLINE "RP2" 120+50 SEE DRAWING C12 ADD ALTERNATE 1

RICHMOND PARKWAY

RICHMOND PARKWAY LAKESIDE DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 120+50 TO ''RP2''
138+50
C12
12 MATCHLINE "RP2" 120+50 SEE DRAWING C11 MATCHLINE "RP2" 129+50 SEE BELOW MATCHLINE "RP2" 129+50 SEE ABOVE MATCHLINE "RP2" 138+50 SEE DRAWING C13

BASE BID

RICHMOND PARKWAY

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 138+50 TO ''RP2''
156+50
C13
13 MATCHLINE "RP2" 138+50 SEE DRAWING C12 MATCHLINE "RP2" 147+50 SEE BELOW MATCHLINE "RP2" 147+50 SEE ABOVE MATCHLINE "RP2" 156+50 SEE DRAWING C14

BASE BID

RICHMOND PARKWAY

RICHMOND PARKWAY BLUME DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 156+50 TO ''RP2''
170+25
C14
14 MATCHLINE "P" 156+50 SEE DRAWING C13 MATCHLINE "RP2" 165+50 SEE BELOW MATCHLINE "RP2" 165+50 SEE ABOVE

BASE BID

MARKOVICH LN

GIANT RD

ON RAMP

RICHMOND PARKWAY

ON RAMP
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 56+00 TO ''RP2''
61+50
C15
15 ADD ALTERNATE 2

RICHMOND PARKWAY

OFF RAMP
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RICHMOND PARKWAY
''RP2'' 48+00 TO ''RP2''
50+00
C16
16 ADD ALTERNATE 2

SAN PABLO AVENUE ROBERT MILLER DRIVE

SAN PABLO AVENUE LA PUERTA ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
SAN PABLO ''SP1'' 0+00
TO ''SP1'' 17+50
C17
17 MATCHLINE "SP1" 8+50 SEE BELOW MATCHLINE "SP1" 8+50 SEE ABOVE MATCHLINE "SP1" 17+50 SEE DRAWING C18

BASE BID

SAN PABLO AVENUE STANTON AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
SAN PABLO ''SP1''
17+50 TO ''SP1'' 35+50
C18
18 MATCHLINE "SP2" 17+50 SEE DRAWING C17 MATCHLINE "SP1" 26+50 SEE BELOW MATCHLINE "SP1" 26+50 SEE ABOVE MATCHLINE "SP1" 35+50 SEE DRAWING C19

BASE BID

SAN PABLO AVENUE

HILLTOP DRIVE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
SAN PABLO ''SP1''
35+50 TO ''SP1'' 53+50
C19
19 MATCHLINE "SP2" 35+50 SEE DRAWING C18 MATCHLINE "SP1" 44+50 SEE BELOW MATCHLINE "SP1" 44+50 SEE ABOVE MATCHLINE "SP1" 53+50 SEE DRAWING C20

BASE BID

SAN PABLO AVENUE RICHMOND PARKWAY

SAN PABLO AVENUE KAY ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
SAN PABLO ''SP1''
53+50 TO ''SP1'' 67+21
C20
20 MATCHLINE "SP1" 53+50 SEE DRAWING C19 MATCHLINE "SP1" 62+50 SEE BELOW MATCHLINE "SP1" 62+50 SEE ABOVE

BASE BID

GIANT HIGHWAY

ATLAS ROAD GIANT HIGHWAY HORIZON DRIVE VISTA DRIVE ATLAS ROAD VISTA DRIVE 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "AT" 18+00 SEE BELOW MATCHLINE "AT" 18+00 SEE ABOVE

IMPROVEMENT PLAN
ATLAS ROAD ''AT'' 9+50
TO ''AT'' 26+00
C21
21 MATCHLINE "AT" 26+00 SEE DRAWING C22
ADD ALTERNATE 2

VISTA DRIVE

ATLAS ROAD

VISTA DRIVE OAKMONT DRIVE

ATLAS ROAD

OAKMONT DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026
MATCHLINE "AT" 26+00 SEE DRAWING C21 MATCHLINE "AT" 34+00 SEE BELOW MATCHLINE "AT" 34+00 SEE ABOVE

IMPROVEMENT PLAN
ATLAS ROAD ''AT'' 26+00
TO ''AT'' 42+00
C22
22 MATCHLINE "AT" 42+00 SEE DRAWING C23
ADD ALTERNATE 2

OAKMONT DRIVE

ATLAS ROAD

RICHMOND PARKWAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026
MATCHLINE "AT" 50+00 SEE ABOVE
MATCHLINE "AT" 50+00 SEE BELOW

IMPROVEMENT PLAN
ATLAS ROAD ''AT'' 42+00
TO ''AT'' 57+59
C23
23 MATCHLINE "AT" 42+00 SEE DRAWING C22
ADD ALTERNATE 2

COLLINS AVENUE WILLIAMS DRIVE MORTON AVENUE

GIANT ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

COLLINS AVENUE ''CO''
9+50 TO ''CO'' 18+50
C24
24 ADD ALTERNATE 2

ROBERT MILLER DRIVE SAN PABLO AVENUE

ROBERT MILLER DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

ROBERT MILLER ''RM''
0+00 TO ''RM'' 15+50
C25
25 MATCHLINE "RM" 7+50 SEE BELOW
MATCHLINE "RM" 7+50 SEE ABOVE MATCHLINE "RM" 15+50 SEE DRAWING C26 ADD ALTERNATE 1

ROBERT MILLER DRIVE HILLVIEW DRIVE

ROBERT MILLER DRIVE HILLTOP DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

ROBERT MILLER ''RM''
15+50 TO ''RM'' 32+50
C26
26 MATCHLINE "RM" 15+50 SEE DRAWING C25 MATCHLINE "RM" 23+50 SEE BELOW MATCHLINE "RM" 23+50 SEE ABOVE ADD ALTERNATE 1

HILLTOP MALL ROAD

HILLVIEW DRIVE

HILLTOP MALL ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP MALL ROAD
''HTM'' 0+00 TO ''HTM''
16+50
C27
27 MATCHLINE "HTM" 8+50 SEE BELOW
MATCHLINE "HTM" 8+50 SEE ABOVE
MATCHLINE "HTM" 16+50 SEE DRAWING C28
ADD ALTERNATE 1

HILLTOP MALL ROAD

KLOSE WAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP MALL ROAD
''HTM'' 16+50 TO ''HTM''
32+00
C28
28 MATCHLINE "HTM" 16+50 SEE DRAWING C27 MATCHLINE "HTM" 24+50 SEE BELOW MATCHLINE "HTM" 24+50 SEE BELOW MATCHLINE "HTM" 32+50 SEE DRAWING C29 ADD ALTERNATE 1

HILLTOP MALL ROAD GARRITY WAY

HILLTOP MALL ROAD SHANE DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP MALL ROAD
''HTM'' 32+00 TO ''HTM''
48+00
C29
29 MATCHLINE "HTM" 32+50 SEE DRAWING C28 MATCHLINE "HTM" 40+50 SEE BELOW MATCHLINE "HTM" 40+50 SEE ABOVE MATCHLINE "HTM" 48+00 SEE DRAWING C30 ADD ALTERNATE 1

HILLTOP MALL ROAD HILLTOP MALL ROAD

ROBERT MILLER DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP MALL ROAD
''HTM'' 48+00 TO ''HTM''
65+50
C30
30 MATCHLINE "HTM" 48+00 SEE DRAWING C29 MATCHLINE "HTM" 56+50 SEE BELOW MATCHLINE "HTM" 56+50 SEE ABOVE MATCHLINE "HTM" 65+50 SEE DRAWING C31 ADD ALTERNATE 1

HILLTOP MALL ROAD

HILLVIEW DRIVE HILLVIEW DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP MALL ROAD
''HTM'' 65+50 TO ''HTM''
68+45
C31
31 MATCHLINE "HTM" 65+50 SEE DRAWING C30
ADD ALTERNATE 1

GARRITY WAY

HILLTOP MALL ROAD

BLUME DRIVE HILLTOP DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
GARRITY WAY ''BL'' 9+50
TO ''HTM'' 18+00
C32
32 MATCHLINE "BL" 18+00 SEE DRAWING C33
ADD ALTERNATE 1

BLUME DRIVE

BLUME DRIVE KLOSE WAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BLUME STREET ''BL''
18+00 TO ''HTM'' 33+09
C33
33 MATCHLINE "BL" 18+00 SEE DRAWING C32 MATCHLINE "BL" 27+00 SEE BELOW MATCHLINE "BL" 27+00 SEE ABOVE ADD ALTERNATE 1

HILLTOP DRIVE BLUME DRIVE

HILLTOP DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP DRIVE ''HTD''
9+50 TO ''HTD'' 25+50
C34
34 MATCHLINE "HTD" 17+50 SEE BELOW
MATCHLINE "HTD" 17+50 SEE ABOVE MATCHLINE "HTD" 25+50 SEE DRAWING C35 ADD ALTERNATE 1
HILLTOP DRIVE I-80

HILLTOP DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP DRIVE ''HTD''
25+50 TO ''HTD'' 41+50
C35
35 MATCHLINE "HTD" 25+50 SEE DRAWING C34 MATCHLINE "HTD" 34+50 SEE BELOW MATCHLINE "HTD" 34+50 SEE ABOVE MATCHLINE "HTD" 41+50 SEE DRAWING C36 ADD ALTERNATE 1

HILLTOP DRIVE ALHAMBRA ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLTOP DRIVE ''HTD''
41+50 TO ''HTD'' 43+65
C36
36 MATCHLINE "HTD" 41+50 SEE DRAWING C35
ADD ALTERNATE 1

HILLVIEW DRIVE

NORTHRIDGE DRIVE HILLTOP DRIVE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HILLVIEW DRIVE ''HV''
0+00 TO ''HV'' 3+47
C37
37 ADD ALTERNATE 2

FORDHAM STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

FORDHAM STREET
C38
38 SAN PABLO DAM ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN PABLO DAM ROAD
C39
39 CASTRO STREET

CASTRO STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CASTRO STREET ''CA''
9+50 TO ''CA'' 27+00
C40
40 MATCHLINE "CA" 18+00 SEE BELOW MATCHLINE "CA" 18+00 SEE ABOVE MATCHLINE "CA" 27+00 SEE DRAWING C41 ADD ALTERNATE 2

CASTRO STREET

CASTRO STREET MILLS STREET W
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CASTRO STREET ''CA''
27+00 TO ''CA'' 45+00
C41
41 MATCHLINE "CA" 27+00 SEE DRAWING C40 MATCHLINE "CA" 36+00 SEE BELOW MATCHLINE "CA" 36+00 SEE ABOVE MATCHLINE "CA" 45+00 SEE DRAWING C42 ADD ALTERNATE 2

CASTRO STREET

CASTRO STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CASTRO STREET ''CA''
45+00 TO ''CA'' 63+00
C42
42 MATCHLINE "CA" 45+00 SEE DRAWING C41 MATCHLINE "CA" 54+00 SEE BELOW MATCHLINE "CA" 54+00 SEE ABOVE MATCHLINE "CA" 63+00 SEE DRAWING C43 ADD ALTERNATE 2

CASTRO STREET

CASTRO STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CASTRO STREET ''CA''
63+00 TO ''CA'' 81+00
C43
43 MATCHLINE "CA" 63+00 SEE DRAWING C42 MATCHLINE "CA" 72+00 SEE BELOW MATCHLINE "CA" 72+00 SEE ABOVE MATCHLINE "CA" 81+00 SEE DRAWING C44 ADD ALTERNATE 2

CASTRO STREET

HENSLEY STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CASTRO STREET ''CA''
81+00 TO ''CA'' 86+28
C44
44 MATCHLINE "CA" 81+00 SEE DRAWING C43
ADD ALTERNATE 2

CANAL BOULEVARD WHARF STREET CANAL BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "RPC" 18+50 SEE BELOW MATCHLINE "RPC" 18+50 SEE ABOVE

IMPROVEMENT PLAN

CANAL ROAD ''RPC''
9+50 TO ''RPC'' 27+50
C45
45 MATCHLINE "RPC" 27+50 SEE DRAWING C46
ADD ALTERNATE 2

CANAL BOULEVARD

CANAL BOULEVARD W CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "RPC" 36+50 SEE BELOW MATCHLINE "RPC"36+50 SEE ABOVE

IMPROVEMENT PLANT

CANAL ROAD ''RPC''
27+50 TO ''RPC'' 41+00
C46
46 MATCHLINE "RPC" 27+50 SEE DRAWING C45
ADD ALTERNATE 2

HENSLEY STREET

CASTRO STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HENSLEY AVENUE
''HEN'' 9+50 TO ''HEN''
15+86
C47
47 ADD ALTERNATE 2

MARINE STREET
580

MARINE STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINE STREET
C48
48 ADD ALTERNATE 2

FACTORY STREET FACTORY STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
FACTORY STREET ''FA1''
9+50 TO ''FA1'' 19+74
C49
49 ADD ALTERNATE 2
FACTORY STREET 7TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
FACTORY STREET ''FA2''
9+50 TO ''FA2'' 16+53
C50
50 ADD ALTERNATE 2

FRED JACKSON WAY WILLARD AVENUE SANFORD AVENUE DUBOCE AVENUE

FRED JACKSON WAY CHESLEY AVENUE ALAMO AVENUE GERTRUDE AVENUE 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

FRED JACKSON WAY
''FR'' 9+50 TO ''FR'' 24+79
C51
51 MATCHLINE "FR" 18+50 SEE BELOW MATCHLINE "FR" 18+50 SEE ABOVE ADD ALTERNATE 2
7TH STREET

RIPLEY AVENUE
6TH STREET

BARRETT AVENUE
7TH STREET ELM AVENUE PENNSYLVANIA AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
7TH STREET ''FR'' 9+50
TO ''FR'' 26+00
C52
52 MATCHLINE "7" 18+50 SEE BELOW MATCHLINE "7" 18+50 SEE ABOVE ADD ALTERNATE 1
7TH STREET HENSLEY STREET
7TH STREET

FACTORY STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN
7TH STREET ''FR'' 26+00
TO ''FR'' 59+50
C53
53 MATCHLINE "7" 52+00 SEE BELOW MATCHLINE "7" 52+00 SEE ABOVE ADD ALTERNATE 2
S 2ND STREET OHIO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
2ND STREET
C54
54 ADD ALTERNATE 1
29TH STREET

MORAN AVENUE

HOWARD STREET

VALE ROAD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
29TH STREET
C55
55 23RD STREET
23RD STREET BISSELL AVENUE
23RD STREET RHEEM AVENUE MARICOPA AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
23RD STREET ''23A''
9+50 TO ''23A'' 15+92,
"23B" 9+50 TO 15+47,
"23C" 9+50 TO 14+00
C56
56 ADD ALTERNATE 2
RHEEM AVENUE 23RD STREET 24TH STREET
RHEEM AVENUE 26TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "RH" 18+50 SEE BELOW MATCHLINE "RH" 18+50 SEE ABOVE

IMPROVEMENT PLAN

RHEEM AVENUE ''RH''
9+50 TO ''RH'' 27+50
C57
57 MATCHLINE "RH" 27+50 SEE DRAWING C58
ADD ALTERNATE 1
RHEEM AVENUE 29TH STREET

RHEEM AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "RH" 36+50 SEE BELOW MATCHLINE "P" 27+50 SEE DRAWING C57 MATCHLINE "RH" 36+50 SEE ABOVE

IMPROVEMENT PLAN

RHEEM AVENUE ''RH''
27+50 TO ''RH'' 45+50
C58
58 MATCHLINE "RH" 45+50 SEE DRAWING C59
ADD ALTERNATE 1

RHEEM AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

RHEEM AVENUE ''RH''
45+50 TO ''RH'' 51+88
C59
59 MATCHLINE "RH" 45+50 SEE DRAWING C58
ADD ALTERNATE 1
GARVIN AVENUE 23RD STREET 24TH STREET
GARVIN AVENUE 26TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "GA" 18+50 SEE BELOW MATCHLINE "GA" 18+50 SEE ABOVE

IMPROVEMENT PLAN

GARVIN AVENUE ''GA''
9+50 TO ''GA'' 27+50
C60
60 MATCHLINE "GA" 27+50 SEE DRAWING C61
ADD ALTERNATE 1
GARVIN AVENUE 29TH STREET
GARVIN AVENUE 33RD STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "P" 27+50 SEE DRAWING GA-1 MATCHLINE "GA" 36+50 SEE BELOW MATCHLINE "GA" 36+50 SEE ABOVE

IMPROVEMENT PLAN

GARVIN AVENUE ''GA''
27+50 TO ''GA'' 45+50
C61
61 MATCHLINE "GA" 45+50 SEE DRAWING C62
ADD ALTERNATE 1

GARVIN AVENUE
35TH STREET

GARVIN AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "GA" 54+50 SEE BELOW MATCHLINE "GA" 54+50 SEE ABOVE

IMPROVEMENT PLAN

GARVIN AVENUE ''GA''
45+50 TO ''GA'' 62+77
C62
62 MATCHLINE "GA" 45+50 SEE DRAWING C61
ADD ALTERNATE 1

BARRETT AVENUE
7TH STREET
BARRETT AVENUE 12TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 9+50 TO ''BAR''
27+50
C63
63 MATCHLINE "BAR" 18+50 SEE BELOW MATCHLINE "BAR" 18+50 SEE ABOVE MATCHLINE "BAR" 27+50 SEE DRAWING C64

BASE BID

BARRETT AVENUE MARINA WAY
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 27+50 TO ''BAR''
32+50
C64
64 MATCHLINE "BAR" 27+50 SEE DRAWING C63

BASE BID
BARRETT AVENUE 25TH STREET
BARRETT AVENUE 29TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 63+00 TO ''BAR''
81+00
C65
65 MATCHLINE "BAR" 72+00 SEE BELOW MATCHLINE "BAR" 72+00 SEE ABOVE MATCHLINE "BAR" 81+00 SEE DRAWING C66 ADD ALTERNATE 1

BARRETT AVENUE
BARRETT AVENUE 37TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 81+00 TO ''BAR''
99+00
C66
66 MATCHLINE "BAR" 81+00 SEE DRAWING C65 MATCHLINE "BAR" 99+00 SEE DRAWING C67 MATCHLINE "BAR" 90+00 SEE BELOW MATCHLINE "BAR" 90+00 SEE ABOVE ADD ALTERNATE 1

BARRETT AVENUE
BARRETT AVENUE I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 99+00 TO ''BAR''
117+00
C67
67 MATCHLINE "BAR" 99+00 SEE DRAWING C66 MATCHLINE "BAR" 117+00 SEE DRAWING C68 MATCHLINE "BAR" 108+00 SEE BELOW MATCHLINE "BAR" 108+00 SEE ABOVE ADD ALTERNATE 1

BARRETT AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 117+00 TO ''BAR''
126+00
C68
68 MATCHLINE "BAR" 117+00 SEE DRAWING
C67 MATCHLINE "BAR" 125+50 SEE DRAWING
C69
ADD ALTERNATE 1

BARRETT AVENUE

MOUNT STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 126+00 TO ''BAR''
137+50
C69
69 MATCHLINE "BAR" 126+00 SEE DRAWING C68
ADD ALTERNATE 1
MACDONALD AVENUE 11TH STREET 13TH STREET
MACDONALD AVENUE MARINA WAY 15TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 9+50 TO ''MCD''
27+50
C70
70 MATCHLINE "MCD" 18+50 SEE BELOW MATCHLINE "MCD" 18+50 SEE ABOVE MATCHLINE "MCD" 27+50 SEE DRAWING C71

BASE BID
MACDONALD AVENUE 19TH STREET
MACDONALD AVENUE 22ND STREET 23RD STREET 24TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 27+50 TO ''MCD''
51+00
C71
71 MATCHLINE "MCD" 27+50 SEE DRAWING C70 MATCHLINE "MCD" 51+00 SEE DRAWING C71 ADD ALTERNATE 1
MACDONALD AVENUE CIVIC CENTER PLAZA BROADWAY 25TH STREET MACDONALD AVENUE 29TH STREET 28TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 51+00 TO ''MCD''
69+00
C72
72 MATCHLINE "MCD" 51+00 SEE DRAWING C71 MATCHLINE "MCD" 60+00 SEE BELOW MATCHLINE "MCD" 60+00 SEE ABOVE MATCHLINE "MCD" 69+00 SEE DRAWING C73

BASE BID
MACDONALD AVENUE 31ST STREET 32ND STREET 33RD STREET 34TH STREET MACDONALD AVENUE 35TH STREET 36TH STREET 37TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 69+00 TO ''MCD''
87+00
C73
73 MATCHLINE "MCD" 69+00 SEE DRAWING C72 MATCHLINE "MCD" 78+00 SEE BELOW MATCHLINE "MCD" 78+00 SEE ABOVE MATCHLINE "MCD" 87+00 SEE DRAWING C74

BASE BID
MACDONALD AVENUE 38TH STREET 39TH STREET 40TH STREET 41ST STREET 42ND STREET 43RD STREET 44TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 87+00 TO ''MCD''
105+00
C74
74 MATCHLINE "MCD" 87+00 SEE DRAWING C73 MATCHLINE "MCD" 96+00 SEE BELOW MATCHLINE "MCD" 96+00 SEE ABOVE MATCHLINE "MCD" 105+00 SEE DRAWING C74

BASE BID

MACDONALD AVENUE

WILSON AVENUE
I-80

MACDONALD AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 105+00 TO ''MCD''
116+83
C75
75 MATCHLINE "MCD" 105+50 SEE DRAWING C74 MATCHLINE "MCD" 114+00 SEE BELOW MATCHLINE "MCD" 114+00 SEE ABOVE

BASE BID
22ND STREET BISSELL AVENUE
22ND STREET NEVIN AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
22ND STREET ''22'' 9+50
TO ''22'' 27+50
C76
76 ADD ALTERNATE 1
22ND STREET BARRETT AVENUE ROOSEVELT AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
22ND STREET ''22''
27+50 TO ''22'' 36+50
C77
77 ADD ALTERNATE 1

MARINA BAY PARKWAY

MEEKER AVENUE
MARINA BAY PARKWAY I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 9+50 TO ''MS23''
26+50
C78
78 MATCHLINE "MS23" 18+00 SEE BELOW MATCHLINE "MS23" 18+00 SEE ABOVE MATCHLINE "MS23" 26+50 SEE DRAWING C79 ADD ALTERNATE 1

MARINA BAY PARKWAY CUTTING BOULEVARD

MARINA BAY PARKWAY MAINE AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 26+50 TO ''MS23''
44+50
C79
79 MATCHLINE "MS23" 26+50 SEE DRAWING C78 MATCHLINE "MS23" 35+50 SEE BELOW MATCHLINE "MS23" 35+50 SEE ABOVE MATCHLINE "MS23" 44+50 SEE DRAWING C80 ADD ALTERNATE 1

MARINA BAY PARKWAY FLORIDA AVENUE OHIO AVENUE FLORIDA AVENUE 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 44+50 TO ''MS23''
51+19
C80
80 MATCHLINE "MS23" 44+50 SEE DRAWING C79
ADD ALTERNATE 1

HALL AVENUE HARBOUR WAY

HALL AVENUE MARINA WAY SOUTH
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HALL AVENUE ''HAL''
9+50 TO ''HAL'' 20+88
C81
81 MATCHLINE "HAL" 18+50 SEE BELOW MATCHLINE "HAL" 18+50 SEE ABOVE ADD ALTERNATE 2

BROADWAY
24TH STREET

BROADWAY

MACDONALD AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "18+50" SEE BELOW MATCHLINE "18+50" SEE ABOVE

IMPROVEMENT PLAN
BROADWAY ''BR'' 9+50
TO ''BR'' 26+40
C82
82 ADD ALTERNATE 2
SAN PABLO ROAD I-80

SAN PABLO ROAD

CLINTON AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "SP2" 18+50 SEE BELOW MATCHLINE "SP2" 18+50 SEE ABOVE

IMPROVEMENT PLAN

SAN PABLO AVENUE
''SP2'' 9+50 TO ''SP2''
27+50
C83
83 MATCHLINE "SP2" 27+50 SEE DRAWING C84

BASE BID

SAN PABLO ROAD

ESMOND AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "SP2" 27+50 SEE DRAWING C83 MATCHLINE "SP2" 37+50 SEE BELOW MATCHLINE "SP2" 37+50 SEE ABOVE

IMPROVEMENT PLANT

SAN PABLO AVENUE
''SP2'' 27+50 TO ''SP2''
45+50
C84
84 MATCHLINE "SP2" 45+50 SEE DRAWING C85

BASE BID

SAN PABLO AVENUE

SAN PABLO ROAD

RHEEM AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "SP2" 54+50 SEE BELOW MATCHLINE "SP2" 54+50 SEE ABOVE

IMPROVEMENT PLAN

SAN PABLO AVENUE
''SP2'' 45+50 TO ''SP2''
55+40
C85
85 MATCHLINE "SP2" 45+50 SEE DRAWING C84

BASE BID

AMADOR STREET
I-80 SOLANO AVENUE

AMADOR STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "AM" 18+50 SEE BELOW MATCHLINE "AM" 18+50 SEE ABOVE

IMPROVEMENT PLAN

AMADOR STREET ''AM''
9+50 TO ''AM'' 27+50
C86
86 MATCHLINE "AM" 27+50 SEE DRAWING C87
ADD ALTERNATE 2

AMADOR STREET
I-80 MCBRYDE AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "AM" 27+50 SEE DRAWING C86

IMPROVEMENT PLAN

AMADOR STREET ''AM''
27+50 TO ''AM'' 31+69
C87
87 ADD ALTERNATE 2

SOLANO AVENUE YUBA STREET KERN STREET AMADOR STREET

SOLANO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SOLANO AVENUE ''SOL''
9+50 TO ''SOL'' 17+05
C88
88 ADD ALTERNATE 2

KEY BOULEVARD

PRATHER AVENUE

NEVIN AVENUE

MACDONALD AVENUE

KEY BOULEVARD

HUMBOLDT AVENUE CONLON AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
9+50 TO ''K'' 26+50
C89
89 MATCHLINE "K" 17+50 SEE BELOW MATCHLINE "K" 17+50 SEE ABOVE MATCHLINE "K" 26+50 SEE DRAWING C90 ADD ALTERNATE 2

KEY BOULEVARD

KNOTT AVENUE

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
26+50 TO ''K'' 43+50
C90
90 MATCHLINE "K" 26+50 SEE DRAWING C89 MATCHLINE "K" 35+50 SEE BELOW MATCHLINE "K" 35+50 SEE ABOVEMATCHLINE "k" 43+50 SEE DRAWING C91 ADD ALTERNATE 2

KEY BOULEVARD

ELM STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
43+50 TO ''K'' 50+85
C91
91 MATCHLINE "k" 43+50 SEE DRAWING
C90
ADD ALTERNATE 2

CUTTING BOULEVARD CANAL BOULEVARD CANAL BOULEVARD

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "CU" 18+50 SEE BELOW MATCHLINE "CU" 18+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 9+50 TO ''CU''
27+50
C92
92 MATCHLINE "CU" 27+50 SEE DRAWING C93
ADD ALTERNATE 1

CUTTING BOULEVARD
CUTTING BOULEVARD S 1ST STREET S 2ND STREET S 3RD STREET S 4TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 27+50 SEE DRAWING C92 MATCHLINE "CU" 36+50 SEE BELOW MATCHLINE "CU" 36+50 SEE ABOVE MATCHLINE "CU" 45+50 SEE DRAWING C94

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 27+50 TO ''CU''
45+50
C93
93 ADD ALTERNATE 1
CUTTING BOULEVARD S 4TH STREET HOFFMAN BOULEVARD I-580
CUTTING BOULEVARD HARBOUR WAY S HARBOUR WAY S S 9TH STREET I-580 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 45+50 SEE DRAWING C93 MATCHLINE "CU" 54+50 SEE BELOW MATCHLINE "CU" 54+50 SEE ABOVE MATCHLINE "CU" 63+50 SEE DRAWING C94

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 45+50 TO ''CU''
63+50
C94
94 ADD ALTERNATE 1
CUTTING BOULEVARD S 11TH STREET S 11TH STREET S 12TH STREET S 12TH STREET S 13TH STREET S 13TH STREET CUTTING BOULEVARD MARINA WAY S S 15TH STREET MARINA WAY S S 15TH STREET S 16TH STREET S 16TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 81+50 SEE DRAWING C96 MATCHLINE "CU" 72+50 SEE BELOW MATCHLINE "CU" 63+50 SEE DRAWING C94 MATCHLINE "CU" 72+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 63+50 TO ''CU''
81+50
C95
95 BASE BID
CUTTING BOULEVARD S 17TH STREET S 17TH STREET S 18TH STREET S 18TH STREET S 19TH STREET S 19TH STREET S 20TH STREET S 20TH STREET CUTTING BOULEVARD S 21ST STREET S 22ND STREET S 21ST STREET S 23RD STREET S 22ND STREET PARWKAY MARINA BAY 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 99+50 SEE DRAWING C97 MATCHLINE "CU" 90+50 SEE BELOW MATCHLINE "CU" 81+50 SEE DRAWING C95 MATCHLINE "CU" 90+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 81+50 TO ''CU''
99+50
C96
96 BASE BID
CUTTING BOULEVARD S 24TH STREET S 24TH STREET S 25TH STREET S 26TH STREET S 26TH STREET CUTTING BOULEVARD S 27TH STREET S 28TH STREET S 28TH STREET S 29TH STREET S 29TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 117+50 SEE DRAWING C98 MATCHLINE "CU" 108+50 SEE BELOW MATCHLINE "CU" 99+50 SEE DRAWING C96 MATCHLINE "CU" 108+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 99+50 TO ''CU''
117+50
C97
97 BASE BID
S 30TH STREET S 31ST STREET SPRING STREET

SPRING STREET

CARLSON BOULEVARD

CUTTING BOULEVARD

CARLSON BOULEVARD

STEGE AVENUE
STEGE AVENUE S 34TH STREET S 35TH STREET S 36TH STREET

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 117+50 SEE DRAWING C97 MATCHLINE "CU" 126+50 SEE ABOVE MATCHLINE "CU" 135+50 SEE DRAWING C99 MATCHLINE "CU" 126+50 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 117+50 TO ''CU''
135+50
C98
98 BASE BID
S 37TH STREET S 37TH STREET S 38TH STREET S 39TH STREET BERK AVENUE CUTTING BOULEVARD S 41ST STREET

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 135+50 SEE DRAWING C98 MATCHLINE "CU" 144+50 SEE ABOVE MATCHLINE "CU" 153+50 SEE DRAWING C100 MATCHLINE "CU" 144+50 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 135+50 TO ''CU''
153+50
C99
99 BASE BID
S 45TH STREET S 45TH STREET CUTTING CIRCLE
CUTTING BOULEVARD S 49TH STREET S 49TH STREET S 50TH STREET

CUTTING BOULEVARD

CUTTING CIRCLE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 153+50 SEE DRAWING C99 MATCHLINE "CU" 162+00 SEE ABOVE MATCHLINE "CU" 171+00 SEE DRAWING C101 MATCHLINE "CU" 162+00 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 153+50 TO ''CU''
171+00
C100
100

BASE BID
CUTTING BOULEVARD I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 171+00 SEE DRAWING C100

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 171+00 TO ''CU''
177+05
C101
101

BASE BID

MARINA WAY SOUTH HALL AVENUE

MARINA WAY SOUTH

REGATTA BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA WAY SOUTH
''MWS'' 9+50 TO ''MWS''
27+50
C102
102 MATCHLINE "MWS" 18+50 SEE BELOW MATCHLINE "MWS" 18+50 SEE ABOVE MATCHLINE "MWS" 27+50 SEE DRAWING C103 ADD ALTERNATE 2

MARINA WAY SOUTH
MARINA WAY SOUTH WRIGHT AVENUE HOFFMAN BOULEVARD I-580
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA WAY SOUTH
''MWS'' 27+50 TO ''MWS''
41+97
C103
103 MATCHLINE "MWS" 27+50 SEE DRAWING C102 MATCHLINE "MWS" 36+50 SEE BELOW MATCHLINE "MWS" 36+50 SEE ABOVE ADD ALTERNATE 2

CARLSON BOULEVARD TEHAMA AVENUE

CARLSON BOULEVARD

SANTA CLARA STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 9+50 TO ''CAR''
25+50
C104
104 MATCHLINE "CAR" 17+50 SEE BELOW
MATCHLINE "CAR" 17+50 SEE ABOVE
MATCHLINE "CAR" 25+50 SEE DRAWING C105

BASE BID

CARLSON BOULEVARD

SUTTER AVENUE

CARLSON BOULEVARD SACRAMENTO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 25+50 TO ''CAR''
42+50
C105
105 MATCHLINE "CAR" 25+50 SEE DRAWING C104 MATCHLINE "CAR" 42+50 SEE DRAWING C106 MATCHLINE "CAR" 33+50 SEE BELOW MATCHLINE "CAR" 33+50 SEE ABOVE

BASE BID

CARLSON BOULEVARD EL DORADO AVENUE

CARLSON BOULEVARD COLUMBIA AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 42+50 TO ''CAR''
52+30
C106
106 MATCHLINE "CAR" 42+50 SEE DRAWING C105 MATCHLINE "CAR" 51+50 SEE BELOW MATCHLINE "CAR" 51+50 SEE ABOVE

BASE BID
SAN JOAQUIN STREET IMPERIAL AVENUE IMPERIAL AVENUE I-80

SAN JOAQUIN STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''SJ'' 9+50 TO ''SJ'' 25+50
C107
107 MATCHLINE "SJ" 16+50 SEE BELOW
MATCHLINE "SJ" 16+50 SEE ABOVE MATCHLINE "SJ" 25+50 SEE DRAWING C108 ADD ALTERNATE 2

SAN JOAQUIN STREET
I-80

SAN JOAQUIN STREET HUNTINGTON AVENUE
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''SJ'' 25+50 TO ''SJ''
35+36
C108
108 MATCHLINE "SJ" 25+50 SEE DRAWING C107 MATCHLINE "SJ" 34+50 SEE BELOW MATCHLINE "SJ" 34+50 SEE ABOVE ADD ALTERNATE 2

IMPERIAL AVENUE CARLSON BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''IM'' 9+50 TO ''IM'' 12+74
C109
109
ADD ALTERNATE 2

CENTRAL AVENUE

ISABEL STREET

CENTRAL AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CENTRAL AVENUE
''CEN'' 9+50 TO ''CEN''
27+00
C110
110 MATCHLINE "CEN" 18+50 SEE BELOW
MATCHLINE "CEN" 18+50 SEE ABOVE
MATCHLINE "CEN" 26+50 SEE DRAWING C111
ADD ALTERNATE 2

CENTRAL AVENUE

RYDIN ROAD

CENTRAL AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CENTRAL AVENUE
''CEN'' 27+00 TO ''CEN''
34+50
C111
111 MATCHLINE "CEN" 27+50 SEE DRAWING C110
ADD ALTERNATE 2

JACUZZI STREET

JACUZZI STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

JACUZZI STREET ''JA''
9+50 TO ''CEN'' 23+82
C112
112
ADD ALTERNATE 2

PIERCE STREET

PIERCE STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

PIERCE STREET ''JA''
9+50 TO ''CEN'' 22+01
C113
113
ADD ALTERNATE 2
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026
CIVIL DETAILS 1
C114
114
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

UTILITY ADJUSTMENT
TABLE
C115
115

Richmond City CouncilOctober 6, 2026

Richmond City Council
October 6, 2026