Bids open Wednesday, August 5, 2026

Dated June 22, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN THE CITY AND COUNTY OF

SAN FRANCISCO FROM 2.0 MILES WEST OF YERBA BUENA TUNNEL TO

YERBA BUENA TUNNEL

In District 04 On Route 80

Under

Bid book dated June 22, 2026 Standard Specifications dated 2025

Project plans approved March 13, 2026 Standard Plans dated 2025

Identified by

Contract No. 04-0W1404

04-SF-80-5.7R/7.7R

Project ID 0420000180

Federal-Aid Project

ACBFIM-0801(669)E

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

The Department advises bidders that potential claim records must be submitted by the contractor using the Department's Internet potential claim system.

See section 2 for submittal requirements for DVBE quotes and Non–Small Business

Subcontractor Preference.

For work plan for local material from (1) a noncommercial source or (2) a source not regulated under California jurisdiction, see section 6-1.03B(2).

See section 7-1.02K(3) for the requirements for electronic submittal of certified payroll records using LCPtracker Pro.

The flagging and temporary traffic control requirements have been revised. See sections 7-

1.03, 7-1.04, and 12.

See sections 2-1.11 and 2-1.33B for in-use off-road diesel-fueled vehicle requirements regarding Certificate of Reported Compliance submittals.

See section 14-11.14 for changes to the management of treated wood waste.

See section 6-1.01 and 6-1.04 of these Special Provisions for the requirements of Buy

America/Build America for manufactured products.

See section 2-1.05 for mandatory prebid meeting and job site visit requirements.

See section 6-1.08 for the requirements for environmental product declarations for hot mix asphalt and concrete materials and products.

Contract No. 04-0W1404 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

3 CONTRACT AWARD AND EXECUTION

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

DIVISION VI STRUCTURES

51 CONCRETE STRUCTURES

52 REINFORCEMENT

55 STEEL STRUCTURES

55-2 STAINLESS STEEL

60 EXISTING STRUCTURES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

75 MISCELLANEOUS METAL

78 INCIDENTAL CONSTRUCTION

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

DIVISION XI MATERIALS

90 CONCRETE

ii

STANDARD PLANS LIST

The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

A10A Legend - Lines and Symbols (Sheet 1 of 5)

A10B Legend - Lines and Symbols (Sheet 2 of 5)

A10C Legend - Lines and Symbols (Sheet 3 of 5)

A10D Legend - Lines and Symbols (Sheet 4 of 5)

A10E Legend - Lines and Symbols (Sheet 5 of 5)

A10F Legend - Soil (Sheet 1 of 2)

A10G Legend - Soil (Sheet 2 of 2)

A10H Legend - Rock

D75C Pipe Inlets - Ladder and Trash Rack Details

D118 Ladder Details

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways

T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on Freeways and Expressways

T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details

B0-5 Bridge Details

RS1 Roadside Signs - Typical Installation Details No. 1

RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 iii

RS4 Roadside Signs - Typical Installation Details No. 4

CANCELED STANDARD PLANS LIST

The 2025 standard plan sheets listed below are canceled and not applicable to this contract.

Plan No.

Date

Canceled Plan No.

Date Canceled

Plan No.

Date

Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Wednesday, August 5, 2026

Dated June 22, 2026

General work description: Replace bridge fender system and skirt modification.

The Department will receive electronically sealed bids for the following work: CONSTRUCTION ON

STATE HIGHWAY IN THE CITY AND COUNTY OF SAN FRANCISCO FROM 2.0 MILES WEST OF

YERBA BUENA TUNNEL TO YERBA BUENA TUNNEL.

District-County-Route-Post Mile: 04-SF-80-5.7R/7.7R

Contract No. 04-0W1404

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-8, C-50.

Federal-aid project no.:

ACBFIM-0801(669)E

For the Federal training program, the number of trainees or apprentices is 30.

Bids must be on a unit price basis.

Complete the work within 350 working days.

The estimated cost of the project is $110,000,000.

A mandatory prebid meeting is scheduled on July 23, 2026 at 9:00 a.m. at 1338 Marina Way S, Richmond, CA 94804.

The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.

The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.

For bid results go to:

https://ppmoe.dot.ca.gov/cc

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

Present bidders' inquiries to the Department and view the Department's responses at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Submit your bid with bidder's security equal to at least 10 percent of the bid.

Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.

The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.

If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.

The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.

Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.

Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0002 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 350

0003 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 11

0004 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 80

0005 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0006 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0007 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 50

0008 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 50

0009 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2

0010 130100 JOB SITE MANAGEMENT LS LUMP SUM

0011 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0012 141001 HEALTH AND SAFETY PLAN LS LUMP SUM

0013 141110 WORK AREA MONITORING (BRIDGE) LS LUMP SUM

0014 141120 TREATED WOOD WASTE LB 1,034,100

0015 510054 (F) - STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 4,400

0016 046491 (F) - STRUCTURAL CONCRETE, BRIDGE (RSC) CY 147

0017 511106 DRILL AND BOND DOWEL LF 1,458

0018 511111 DRILL AND BOND DOWEL (CHEMICAL

ADHESIVE) (LF)

LF 608

0019 048912 FURNISH PRECAST CONCRETE POST EA 260

0020 048913 ERECT PRECAST CONCRETE POST EA 260

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 048205 (F) - BAR REINFORCING STEEL (BRIDGE,

STAINLESS STEEL)

LB 576,500

0022 048914 (F) - STAINLESS STEEL (BRIDGE) LB 29,100

0023 048915 REMOVE COAL TAR SQFT 7,590

0024 600114 BRIDGE REMOVAL (PORTION) LS LUMP SUM

0025 604100 GALVANIC ANODES EA 5,436

0026 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 1,895

0027 048917 FIBER REINFORCED POLYMER WALER LF 10,570

0028 048919 FIBER REINFORCED POLYMER DRAINAGE

SYSTEM

EA 107

0029 018466 UPPER FENDER SYSTEM SQFT 26,670

0030 048920 PIPE HANDRAILING (STAINLESS STEEL) LF 2,100

0031 999991 MOBILIZATION (MARINE ACCESS) LS LUMP SUM

SPECIAL PROVISIONS

ORGANIZATION

Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.

DIVISION I GENERAL PROVISIONS

1 GENERAL

Add to section 1-1.01:

Bid Items and Applicable Sections

Item code

Item description Applicable section

090205 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5

090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED

TASKS

999991 MOBILIZATION (MARINE ACCESS) 9

046491 STRUCTURAL CONCRETE, BRIDGE (RSC) 51

048912 FURNISH PRECAST CONCRETE POST 51

048913 ERECT PRECAST CONCRETE POST 51

048205 BAR REINFORCING STEEL (BRIDGE, STAINLESS STEEL) 52

048914 STAINLESS STEEL (BRIDGE) 55

048915 REMOVE COAL TAR 60

048917 FIBER REINFORCED POLYMER WALER 78

048919 FIBER REINFORCED POLYMER DRAINAGE SYSTEM 78

018466 UPPER FENDER SYSTEM 78

048920 PIPE HANDRAILING (STAINLESS STEEL) 83

2 BIDDING

Replace section 2-1.05 with:

2-1.05 MANDATORY PREBID MEETING AND JOB SITE VISIT

The Department will conduct a mandatory prebid meeting and job site visit for this contract. The purpose of the mandatory prebid meeting and job site visit is to provide a technical overview of the work and allow the prospective bidders to carefully examine the existing structure, site conditions, and access restrictions.

Bidders questions will be tentatively answered during the meeting and after the meeting. The official questions and answers will be posted on the Department’s Bidders Inquiries website at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries.

Each bidder must attend the mandatory prebid meeting and job site visit. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the mandatory prebid meeting and job site visit. Two representatives per bidder are allowed at the job site visit.

Bidders must register for the mandatory prebid meeting and job site visit 3 working days before the site visit by contacting the District 4 Duty Senior at:

E-Mail: D4.Construction.Duty.Senior@dot.ca.gov

The Department does not accept a bid from a bidder who did not attend the mandatory prebid meeting and job site visit.

The Department provides transportation to and from the job site. Provide your own safety gear, including appropriate footwear, hardhats, eye protection, gloves and U.S. Coast Guard approved life jacket.

Attendees are required to complete the Confidentiality form and the Release and Indemnification Agreement before the site tour begins. A sign-in sheet will be used to identify the attendees. Each bidder must include the name and title of the company representative attending the meeting.

Add between the 1st and 2nd paragraphs of section 2-1.06B:

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description Included in the Information Handout 1. BCDC - Permit No. M1987.042.08 - Amendment No.

8 dated June 24, 2025

2. United State Coast Guard - Typical Conditions

3. United State Coast Guard - Letter and Completion

Report Form dated December 10, 2015

4. Code of Federal Requlations: §115.40 Bridge

Repairs

5. Clean Water Act Section 401 Water Quality

Certification and Order dated February 3, 2026

6. U.S. Army Corps of Engineers (404 Permit) dated

March 6, 2026

7. Limited Asbestos-Containing Materials and Coal Tar

Survey Report

8. Caltrans Intellectual Property (IP) Nondisclosure

Agreement Form

9. Confidentiality Agreement Form

10. Release and Indemnification Agreement Form

Available as specified in the Standard Specifications

Bridge as-built drawings

3 CONTRACT AWARD AND EXECUTION

Replace the 2nd paragraph of section 3-1.04 with:

If the Department awards the contract, the award is made to the lowest responsible bidder within 60 days after bid opening.

5 CONTROL OF WORK

Delete section 5-1.13B.

Replace section 5-1.13E with:

5-1.13E Prompt Payment

Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay duly authorized motor carriers of property in dump trucks for transportation charges under Bus & Prof Code § 7108.6. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable

Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount

The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith. Submit requested documents within 10 days of receipt of request.

The Department may withhold the same amount of your withhold from a future progress pay estimate if the Department determines any of the following has occurred:

1. Withhold was not applied in good faith

2. Requested additional withhold documentation records were not provided

3. Payment information was not submitted through the prompt payment monitoring system

4. Required withhold notification was not provided

The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Replace section 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General

Designate an on-site safety representative to superintend project safety for the duration of this Contract.

The safety representative may perform other non-safety related work if safety responsibilities are fulfilled.

The safety representative must be available after work hours as needed. The safety representative is not required to be on-site during plant establishment period, erosion control establishment period, or temporary suspensions when no other Contract work is being performed.

Develop a written site-specific safety program (SSSP) that incorporates known hazards associated with the project.

5-1.15B Submittals

Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

Submit a copy of the safety representative's certificate for the Cal/OSHA 30-hour – Cal/OSHA Standards for the Construction Industry or OSHA 510 - OSHA Standards for the Construction Industry training course as an informational submittal. The certificate must include:

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

2. At least 48 hours before starting work whenever a revision is made to the SSSP

5-1.15C Certifications

The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

1. Certified Safety Professional from the Board of Certified Safety Professionals

2. Construction Health and Safety Technician from the Board of Certified Safety Professionals

3. Occupational Hygiene and Safety Technician from the Board of Certified Safety Professionals

4. Safety Trained Supervisor from the Board of Certified Safety Professionals

5. Safety Trained Supervisor Construction from the Board of Certified Safety Professionals

6. Associate Safety Professional from the Board of Certified Safety Professionals

7. Master Safety Professional from the National Association of Safety Professionals

8. Certified Safety Director from the National Association of Safety Professionals

5-1.15D Qualifications

The safety representative must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The safety representative must have:

1. At least 3 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

2. Knowledge in the area of safety procedure for all types of work being performed on this project

3. Knowledge of Department specifications and plans, Cal/OSHA policy and procedures, and 8 CA

Code of Regs safety requirements

The safety representative must have completed safety training and maintain valid certifications for:

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities

The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

2. Conduct the on-site new project orientation for each worker assigned to the project

3. Review the construction work plans for each subcontractor before starting work

4. Conduct or attend pre-planning sessions for high hazard work such as excavations, demolition, confined space entry, falsework, crane hoisting, high-risk utilities such as high-pressure pipelines with fuel or natural gas, and tunneling or boring

5. Conduct weekly job site safety meetings

6. Review work schedules, including subcontractors' work schedules, to ensure adequacy of job hazard analyses and address all safety concerns and issues

7. Ensure safety data sheets are available on-site for all materials and have a hazard communication program for informing workers of material hazards

8. Verify compliance with hazardous waste requirements under section 14-11, including spill prevention and control measures

9. Conduct daily safety inspections of the job site for hazards and compliance with safety requirements in the specifications and 8 CA Code of Regs

10. Report all incidents to the Engineer immediately, including the investigation of any close calls

When monitoring the job site, including work zones with certified flaggers or traffic control technicians, take immediate corrective action and notify the Engineer if an imminent danger is identified.

If the Engineer determines the safety representative is not meeting the intended duties and responsibilities, you must replace the safety representative within 30 days of written notice from the Engineer. If you need to replace the safety representative, notify the Engineer and provide replacement safety representative resume and required certifications at least 15 days before the replacement.

You may submit a secondary safety representative to act on behalf of the designated safety representative during extended shifts, continuous operations, or short-term absences that will not exceed 14 days in duration. The secondary safety representative must meet the same required qualifications and certifications as the designated safety representative.

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts

Contract no. County–Route–Post Mile Location Type of work 04-1Y7204 SF-80-5.9/7.7 In San Francisco

County on Route 80 Joint Rehab

04-2X0704 SF-80-8.3/8.3 In Alameda County on Route 80

Elevator Repair

04-4Y1804 SF-80-5.7

ALA-80-1.3

In San Francisco and Alameda Counties on Route 80

Install Broadband Conduit for Middle Mile Network

04-2Q7404 SF-80-5.7

ALA-80-1.3

In San Francisco and Alameda Counties on Route 80

Install Fiber Optic System and TOS Elements

04-3G4874 SF-80-5.7/7.7 In San Francisco County on Route 80

Paint

04-3W4904 SF-80-5.7/7.7 In San Francisco County on Route 80

Paint

Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

Add to the end of section 5-1.20C:

This project does not include work on the railroad property, but a railroad is shown on the general plan sheet within the project limits. Do not trespass on the railroad property as shown.

Replace section 5-1.20H with:

5-1.20H San Francisco Bar Pilot Relations

This project is located in the San Francisco Bay Area, which is accessible through San Francisco Bay.

All shipping vessels and waterborne operation must comply with the requirements of "Division 5 Pilots for Monterey Bay and the Bays of San Francisco, San Pablo, and Suisun" of the California Harbors and Navigation Code.

Comply with the requirements of the California Harbors and Navigation Code.

Replace section 5-1.20I with:

5-1.20I United States Coast Guard Relations

Work located in the San Francisco Bay is under the jurisdiction of the United States Coast Guard (USCG), Eleventh District, Building 50-2, Coast Guard Island, Alameda, California 94501-5100, Telephone (571) 607-2207.

Before starting any work, submit a work plan showing the locations of temporary support structures including docks, trestles, barge location, and mooring plan. Do not anchor your barges within shipping channels designated by USCG for the San Francisco-Oakland Bay Bridge, West Bay and do not begin any in-water activities until your work plan is authorized.

Allow 30 days for USCG plans review.

Notify the coast guard at least 20 days before barge relocation.

Replace section 5-1.20J with:

5-1.20J San Francisco Bay Conservation and Development Commission Relations

This project is within an area controlled by the San Francisco Bay Conservation and Development Commission (BCDC).

The BCDC permit No. M1987,042.08 - Amendment No 8 dated June 24, 2025 has been issued covering work to be performed under this contract. You must be fully informed of rules, regulations, and conditions that may govern your activities in the areas and must conduct the work accordingly.

Do not use barges more than 180 days for your activities in a single location.

Submit plans consistent with the Special Condition II.A of Amendment No. 8 if barge will be in place for more than 180 days.

Allow 30 days for BCDC's authorization.

Any proposed modifications to the permit must be submitted to the Engineer for transmittal to the BCDC for their approval. Changes are not to be implemented until approved by the BCDC. Any modifications to the conditions are fully binding on you, and the provisions of this section must be made a part of every subcontract executed pursuant to this contract.

No additional time or compensation will be allowed for delays caused by the Contractor’s proposed modifications to the agreement between the Department of Transportation and the BCDC.

Comply with Section 8-1.05, "Time," of the Standard Specifications. Days when your activities are restricted by the requirements of this section will not be considered nonworking days whether or not the controlling activity is delayed.

Replace section 5-1.34 with:

5-1.34 LOCAL HIRING REIMBURSEMENT

5-1.34 General

The Department provides a partial reimbursement for your use of labor residing in the following qualifying zip codes:

1. 94063 12. 94501 23. 94571 34. 94609 45. 95112

2. 94066 13. 94509 24. 94577 35. 94612 46. 95116

3. 94080 14. 94520 25. 94578 36. 94621 47. 95122

4. 94102 15. 94533 26. 94587 37. 94710 48. 95131

5. 94103 16. 94534 27. 94589 38. 94801 49. 95133

6. 94107 17. 94544 28. 94590 39. 94804 50. 95206

7. 94124 18. 94545 29. 94601 40. 94806 51. 95242

8. 94130 19. 94553 30. 94603 41. 95002 52. 95304

9. 94134 20. 94560 31. 94606 42. 95050 52. 95407

10. 94303 21. 94561 32. 94607 43. 95110

11. 94401 22. 94565 33. 94608 44. 95111

These qualifying zip codes have demonstrated economic disparities from others near the project area and national averages.

The Department provides a $5.00 per hour reimbursement for qualifying labor, up to a maximum total reimbursement of $40,000 for this project.

The Department reviews your submitted certified payroll information through LCPtracker under section 7- 1.02K(3) for determining eligibility and hours of labor for local hiring reimbursements.

The local hiring reimbursements will be paid as change order work. No additional local hiring reimbursements will be paid once the maximum reimbursement amount is achieved.

Add between the 6th and 7th paragraph of section 5-1.43E(1)(a):

DRA and DRB meetings may be held either virtually or on-site at the job location upon mutual agreement by the Contractor, the Department, and the DRA or DRB.

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

On-site meetings are held at a physical location and include on-site time, travel time, transportation, lodging, and incidentals for each day or portion thereof.

Virtual meeting includes virtual meeting time, equipment, and incidentals for each hour or portion thereof, either all or part of the DRA and DRB members, with the following requirements:

1. Obtain authorization for virtual meeting 14 days before the meeting

2. Use of Webex, Zoom or MS Teams virtual platforms

Obtain authorization for DRA or DRB members before spending any time on DRA- or DRB- related tasks.

Hourly off-site DRA and DRB related tasks include reviewing the plans, specifications, evaluating positions, preparing recommendations, completing forms, or performing any other off-site DRA- or DRB-related tasks.

Replace section 5-1.43E(1)(i) with:

5-1.43E(1)(i) Payment

Pay the DRA or each DRB member for meeting participation as follows:

1. $250 per hour for agreed hourly off-site DRA- or DRB-related tasks

2. For attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or

DRB-related tasks rate

3. $2,500 per day for each on-site meeting

Department does not pay for (1) DRA- or DRB-work performed after Contract acceptance or (2) cost of preparing for or attending ADR meetings.

The Department pays:

1. $250 per hour for agreed off-site DRA- or DRB-related tasks

2. For each DRA or DRB member attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or DRB-related tasks rate

3. $2,500 per DRA on-site meeting

4. Up to $7,500 per DRB on-site meeting

Payment is full compensation for each meeting and off-site DRA- or DRB-related tasks.

The Department does not adjust the unit price for an increase or decrease in the quantity of:

1. DRA on site meeting

2. DRB on site meeting

3. Hourly off-site DRA- or DRB-related task

Within 60 days of receipt of Department's payment, submit copies of associated invoices and supporting documents in the form of a canceled check or bank statement for DRA- or DRB-payment verification.

Replace section 5-1.48 with:

5-1.48 UTILITIES AND SANITARY FACILITIES

Do not use existing operational utilities, including electrical power, water, and compressed air from existing Department outlets within the job limits.

You must make arrangements to obtain electrical power, water or compressed air or other utilities required for your activities and must make and maintain the necessary service connections at your own expense.

Department's sanitary facilities will not be available for your use.

Replace section 5-1.49 with:

5-1.49 BRIDGE TOLLS

The Department allows toll-free passage on the San Francisco-Oakland Bay Bridge for Contractor’s vehicles and other Contractor equipment used for the work. Submit bridge toll invoices to the Engineer monthly for reimbursement of work-related bridge passage of contractor’s provided list of vehicles and equipment.

Replace section 5-1.50 with:

5-1.50 PHOTO IDENTIFICATION SYSTEM

Furnish photo identification (ID) system, and issue photo ID cards to all job site personnel.

Job site personnel must display photo ID cards at all times when at the job site.

The photo identification system must consist of the following:

1. System Software

1.1. Microsoft Windows 11

1.2. Full user audit log

1.3. Administrator and user security

1.4. BMP, .JPG, .PCX, .PNG, and .PSD image import formats

1.5. BMP, .JPG, .PCX, .TGA, .TIF, .WMF image export formats

1.6. Full character recognition search (alphabets, numbers) in all fields

1.7. Automatic update of database after badge production

1.8. Simultaneous batch print of multiple card formats

1.9. Software license key

1.10. Online Help and reference library

1.11. Documentation, installation, training and Help Desk support

2. Camera

2.1. Compatible with Windows 11

2.2. External AC power supply (auto-switch)

2.3. Operating Environment for humidity from 30 percent to 90 percent and for temperature from 0 degrees C to 40 degrees C

2.4. Resolutions of 4 megapixels minimum

2.5. Lens of sizes from 7.1 mm to 21.3 mm, F/l.8 to F/2.6 (equivalent to 40 mm to 120 mm lens for

35 mm camera)

2.6. Flash range appropriate for a subject 6 to 10 feet from the camera; three 4GB minimum capacity SD memory cards

2.7. CE Mark, FCC Class B and UL approved

2.8. Datacard Integrated USB Digital Camera Software with controlled Auto-Crop or Manual

2.9. USB cable connection to PC

2.10. High, Medium and Low resolution (customer selectable)

2.11. Built-in flash

2.12. Automatic focus and exposure

2.13. 3x Optical Zoom

2.14. 5 Megapixel RGB CCD

2.15. Country Specific Power Cords

2.16. Power adapter (auto switches for the appropriate voltage)

2.17. Tripod, backdrop, frame and stand

2.18. Installation instruction and manuals

2.19. 3 meter USB cable

3. Duplex Card Printer

3.1. Windows 11 drivers

3.2. CD ROM tutorial

3.3. Operator-replaceable printhead

3.4. Audio and visual error prompts

3.5. Operator messages displayed on PC screen

3.6. Automatic card feed

3.7. "True" exception card system

3.8. Full-color or monochrome imaging

3.9. One-step ribbon cartridge replacement

3.10. Hands-free card cleaning system

3.11. In-line topcoat application

3.12. Portable, desktop design

3.13. Input hopper holds each cards - 0.030 inches thick

3.14. Output hopper holds each cards - 0.030 inches thick

3.15. One-year depot warranty for printer

3.16. One-year printhead warranty -no prorating, no card counting

3.17. Continuous-tone, full-color, with alphanumeric text and logos print capability

3.18. Background patterns with 300 dots per inch print resolution, In-line ribbon application of single topcoat capability, and dual voltage-auto sensing electrical requirements

3.19. 110/120 V, 50/60 Hz and 220/240 V, 50/60 Hz

3.20. USB communications

3.21. CR80-30 Plastic cards accepted

3.22. PVC, with glossy overlaminate laminate surface ID cards,3.375 by 2.125 inches in size and 30 mil thickness

3.23. Resident memory of 32 MB minimum

3.24. UL, CSA, FCC Class A (for U.S. and Canada) approved

4. Database, in comma separated value format (CSV) (RFC 4180)

4.1. Caltrans contract number

4.2. Contractor/Subcontractor/Vendor/Supplier ID number

4.3. Employee ID number

4.4. Last name

4.5. First name

4.6. Middle name

4.7. Labor classification

4.8. Date of hire/employment date

4.9. Length of employment

4.10. Issue date

4.11. Expiration date

Submit the database and photos before the start of job site activities. Submit updates for new job site personnel.

The database and photos must be compatible with the current version of the Microsoft Windows operating system in use by the Engineer.

The expiration date is 60 days from the issue date.

Add to section 5:

5-1.51 TIDAL CONDITIONS AND ELEVATION DATUM

Tidal conditions may present significant problems in constructing the work as depicted in the contract plans. Tidal fluctuations may be severe and different from those shown in published tidal and current data due to differences in datum, winter runoff and other causes. Strong currents exist over portions of the project site. Limited time periods of slack water may restrict your work schedule and activities.

Any reference to Mean High, Mean Higher High and Mean Lower Low tides must be understood to be an estimate used for permit purposes.

For permit purposes, the limits of the San Francisco Bay have been defined by the Mean High Tide.

You must determine the actual mean tide data.

You are responsible for being knowledgeable of such tidal difficulties.

The Department does not pay for any costs incurred in connection with the variations in actual tidal or current conditions during the course of this contract.

All vertical control data are based on the National Geodetic Vertical Datum NGVD of 1929.

5-1.52 INSPECTION ACCESS

Furnish, operate, berth and maintain 1 crew boat for transporting Department's personnel to inspect the work and to conduct biological surveys, beginning from the 1st mobilization of marine equipment until contract acceptance.

Crew boat must be adequate for open water operations, with protected seating and meeting the following requirements:

1. Can accommodate up to 5 of the Department's personnel

2. Capable of at least 25 knots

3. Capable of transporting Department's personnel to and from the work site as needed

4. Equipment:

4.1. Aluminum or steel hull construction

4.2. Fenders for fendering around the boat

4.3. Mooring bits located forward and aft on boat

4.4. Adequate anchor system for site conditions

5. Electronics:

5.1. Marine AM-FM Radio

5.2 VHF marine transceiver with Digital Selective Calling (DSC) system

5.3. Marine radar system with a minimum of a 10-inch color LCD display

5.4. Digital depth finder

5.5. Two flush-mount navigator compasses

Provide and maintain United States Coast Guard (USCG) approved life jackets for your personnel and 5 Department’s personnels on the boat at all times.

Provide marine transportation safety training to Department personnel and your personnel before beginning the work, and at least quarterly thereafter. Training must include a review of the current applicable USCG Safety Manual.

Furnish a licensed boat operator and crew members as required for the boat's operation in accordance with all maritime agreements and laws, including 46 CFR 16, et al. The boat must have a valid USCG Certificate of Inspection (COI) and must be operated in accordance with the COI.

Maintaining the crew boat for Department personnel includes:

1. Daily fueling

2. All maintenance

3. Equipment compliance with the COI

3. Systems operations

4. Immediate repair of damage to the boat or its elements

Provide berthing facilities at the same location used by your construction crew, or at an alternate location authorized by the Engineer.

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

If you fail to submit the form for materials subject to Buy America, the Department may:

1. Withhold from the next progress payment

2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products

Replace section 6-1.03B with:

6-1.03B Submittals

6-1.03B(1) General

Not Used

6-1.03B(2) Work Plan

For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located

The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.

6-1.03B(3) Analytical Test Results

At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results of the analytical testing described in the local material plan using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site and the material has met the following criteria:

1. Has a pH above 5.0.

2. Does not contain soluble lead in concentrations equal to or greater than 5 mg/L as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II.

3. Does not contain lead in concentrations above 80 mg/kg total lead.

4. Is not contaminated with the other constituents of concern identified in the local material plan in average concentration (95 percent upper confidence limit) in excess of these constituents' respective San Francisco Bay RWQCB commercial/industrial environmental screening levels ESLs, except for arsenic.

5. Does not exceed the maximum allowed concentration limit table listed in Section 6- 1.03B(4).

2. Chain of custody of samples.

3. Analytical results no older than 1 year.

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit.

5. Comparison of sample results and 95 percent upper confidence limits to hazardous waste concentration thresholds and the applicable San Francisco Bay RWQCB environmental screening levels (ESLs) given in direct exposure human health risk levels (Table S-1), commercial/industrial:

Shallow soil exposure, under Summary of Soil ESLs tables (2019 Rev 2). The Summary of Soil ESLs tables (2019 Rev 2) can be obtained by sending an email to ESLs.ESLs@waterboards.ca.gov with "Request for ESL Documents" in the subject line.

6-1.03B(4) Sample and Analysis

Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846)

The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at (1) a noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples, and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material

Maximum volume of imported borrow (cu yd)

Minimum number of samples and analytical tests

< 5,000 8

5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof

10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof

20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof

40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof

> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof

Do not collect composite samples or mix individual samples to form a composite sample.

Statistically analyze the samples’ laboratory results using the US EPA's ProUCL software to define 95 percent upper confidence limit for the various contaminants of concern. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program

(ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is not contaminated with local material plan-identified constituents of concern at average concentrations (95 percent upper confidence limits) in excess of their respective commercial/industrial San Francisco Bay RWQCB environmental screening levels ESLs, except for arsenic.

5. Does not contain any of the following compounds, chemicals, or elements at an estimated average concentration (95 percent upper confidence limit) above the maximum allowed concentration defined in the following table:

Compound/Chemical Maximum allowed concentration (mg/kg)

Arsenic 11 Barium 1500 Benzene 1 Beryllium 10 Cadmium 10 Chromium (total) 1000 Cobalt 100 Diesel 150 Ethylbenzene 10 Gasoline 500 Mercury 10 Motor oil 500 Nickel 150 Selenium 10 Toluene 10 Trichloroethene 1 Vanadium 200 Xylenes 10 Zinc 600

6-1.03C Local Material Management

Do not place local material until authorized.

If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).

Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local materials.

Replace section 6-1.04 with:

6-1.04 BUY AMERICA

6-1.04A General

Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work.

2. Temporary work that is not incorporated into the finished project.

An article, material, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials

Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

6-1.04B Crumb Rubber (Pub Res Code § 42703(d))

Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States

6-1.04C Iron or Steel Products

Iron or steel products must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials

2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total bid or $2,500, the material may be used if authorized

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured.

All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

6-1.04D Manufactured Products

Manufactured products mean articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies

Per 23 CFR 635.410, these products must be manufactured in the United States.

Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.

If an item is classified as an iron or steel product, a construction material, or an excluded material under the definitions set forth under this Buy America section, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product under this Buy America section may include components that are construction materials, iron or steel products, or excluded materials.

Iron or steel used in precast concrete manufactured products or enclosures for Intelligent Transportation Systems (ITS) must meet the requirements of section 6-1.04C regardless of the amount used.

Iron or steel used in other manufactured products must meet the requirements of section 6-1.04C if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.

Furnish manufactured products to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to compliance with the 23 CFR 635.410 standard.

6-1.04E Construction Materials

The following construction materials must be produced in the United States under standards in 2 CFR 184.6:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States.

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to compliance with the 2 CFR 184.6 standard.

Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

6-1.04F Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction Materials

A De Minimis Costs waiver can waive the application of FHWA's Buy America requirements for manufactured products and…