Bids open Thursday, September 17, 2026 Dated July 27, 2026

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN ALAMEDA AND CONTRA

COSTA COUNTIES AT VARIOUS LOCATIONS

In District 04 On Route 4,13, 24, 80, 84, etc.

Under Bid book dated July 27, 2026 Standard Specifications dated 2025

Project plans approved March 26, 2026 Standard Plans dated 2025

Identified by Contract No. 04-0W0504

04-Ala,CC-4,13, 24, 80, 84, etc.-Var Project ID 0420000167

Federal-Aid Project

ST-000C(576)

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.

• See section 2-1.04 for mandatory prebid meeting requirements.

• See sections 5-1.33 and 7-1.02C for using tier 4 interim or tier 4 final off-road diesel-fueled equipment requirements.

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

America/Build America for manufactured products.

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

• 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.

Contract No. 04-0W0504 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

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

12 TEMPORARY TRAFFIC CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

39 ASPHALT CONCRETE

DIVISION VII DRAINAGE FACILITIES

62 STORMWATER TREATMENT

68 SUBSURFACE DRAINS

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

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)

A62D Excavation and Backfill - Concrete Pipe Culverts

A62DA Excavation and Backfill - Concrete Pipe Culverts - Indirect Design Method

A62E Excavation and Backfill - Cast-In-Place Reinforced Concrete Box and Arch Culverts

A62F Excavation and Backfill - Metal and Plastic Culverts

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood Block)

A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched Wood or Notched Recycled Plastic Block)

A77M1 Midwest Guardrail System - Standard Hardware

A77N1 Midwest Guardrail System - Wood Post and Wood Block Details

A77N2 Midwest Guardrail System - Steel Post and Block Details

A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details

A77N4 Midwest Guardrail System - Typical Height Measurement, Dike Positioning, and Delineation Details

A77N5 Minor Concrete Vegetation Control - Guardrail System

A77N5A Minor Concrete Vegetation Control - Guardrail System - Narrow Vegetation Control Installation

A77N6 Minor Concrete Vegetation Control - Guardrail System for Terminal System End Treatments

A77N8 Minor Concrete Vegetation Control - Guardrail System at Fixed Object

A77R1 Midwest Guardrail System - Typical Layouts for Fixed Objects Between Separate Roadbeds (Two-Way Traffic)

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

RSP A77S1 Midwest Guardrail System - End Anchor Assembly (Type SFT - M)

A77S3 Metal Railing Anchor Cable and Anchor Plate Details iii

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

D71 Drainage Inlet Markers

D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D72D CIP Drainage Inlets - Types GT1, GT2, GT3 and GT4

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

D73B Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D73C Precast Drainage Inlets - Types G1, G2, G3, G4, G5 and G6

D73D Precast Drainage Inlets - Types GT1, GT2, GT3 and GT4

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D78A Gutter Depressions

D78B Inlet Depressions - Concrete Shoulders

D79 Precast Reinforced Concrete Pipe - Direct Design Method

D79A Precast Reinforced Concrete Pipe - Direct Design Method

D88 Construction Loads on Culverts

D89A Pipe Culvert Headwalls - Straight and "L"

D89B Pipe Culvert Headwalls - Straight and "L"

D94B Concrete Flared End Sections

D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band, Bar and Strap, and Angle Connections

D97C Corrugated Metal Pipe Coupling Details No. 3 - Helical and Universal Couplers

D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands

D97E Corrugated Metal Pipe Coupling Details No. 5 - Standard Joint

D97F Corrugated Metal Pipe Coupling Details No. 6 - Positive Joint

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

D102 Underdrains

D140A Gross Solids Removal Device - Linear Radial Legend

RSP D140B Gross Solids Removal Device - Linear Radial Layout

D140C Gross Solids Removal Device - Linear Radial Details iv

D140D Gross Solids Removal Device - Linear Radial Overflow Pipe Details

D140E Gross Solids Removal Device - Linear Radial Screened Pipe Details

D140F Gross Solids Removal Device - Linear Radial Grate Panel Details

H1 Landscape and Erosion Control Symbols

H4 Landscape Details (Sprinkler Assembly)

H5 Landscape Details (Swing Joint and Protector)

H6 Landscape Details

H9 Landscape Details

H51 Erosion Control Details - Fiber Roll and Compost Sock

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

RSP T11 Traffic Control System for Lane Closure on Multilane Conventional Highways

RSP T13 Traffic Control System with Reversible Control on Two Lane Conventional Highways

RSP T13A Traffic Control System - Two Lane Conventional Highways

T14 Traffic Control System for Ramp Closure

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

T19 Traffic Control System - Construction Work Zone Speed Limit Reduction on Conventional Highways

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

T21 Traffic Control System - Construction Work Zone Speed Limit Reduction Twenty- Four Hours a Day 7 Days a Week (24/7)

RSP T24 Mobile Barrier System

RSP T25 Mobile Barrier System

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T57 Temporary Water Pollution Control Details (Temporary Check Dam) v

T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)

T61 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T62 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T63 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T64 Temporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

T65 Temporary Water Pollution Control Details (Temporary High-Visibility Fence)

B7-11 Utility Details

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS4 Roadside Signs - Typical Installation Details No. 4

S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape

S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape

S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

ES-6A Electrical Systems (Lighting Standard, Types 15 and 21)

ES-6B Electrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type 21, Barrier Rail Mounted)

ES-6F Electrical Systems (Lighting Standard, Slip Base Plate)

ES-6G Electrical Systems (Lighting Standard, Type 32)

ES-7M Electrical Systems (Signal and Lighting Standard, Details No. 1)

ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2)

RSP ES-7O Electrical Systems (Signal and Lighting Standard, Details No. 3)

ES-8A Electrical Systems (Non-Traffic Pull Box)

ES-8B Electrical Systems (Traffic Pull Box)

ES-11 Electrical Systems (Foundation Installations)

ES-13A Electrical Systems (Splice Insulation Methods Details)

ES-13B Electrical Systems (Kinking and Banding Detail) vi

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 Thursday, September 17, 2026

Dated July 27, 2026

General work description: Trash capture devices, MVPs, MGS, erosion control, and Mod lighting.

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

STATE HIGHWAY IN ALAMEDA AND CONTRA COSTA COUNTIES AT VARIOUS LOCATIONS.

District-County-Route-Post Mile: 04-Ala,CC-4,13, 24, 80, 84, etc.-Var

Contract No. 04-0W0504

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-42.

Federal-aid project no.:

ST-000C(576)

For the Federal training program, the number of trainees or apprentices is 5.

Bids must be on a unit price basis.

Complete the work within 600 working days.

The estimated cost of the project is $22,900,000.

A mandatory prebid meeting is scheduled on September 10, 2026 at 10:00 a.m. at Virtual WebEx Meeting.

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 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 600

0003 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 12

0004 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 20

0005 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0006 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0007 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 360

0008 120165 CHANNELIZER (SURFACE MOUNTED) EA 610

0009 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 520

0010 120320 TEMPORARY BARRIER SYSTEM LF 11,200

0011 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 31

0012 129015 MOBILE BARRIER SYSTEM DAY 300

0013 129016 MOBILE BARRIER TRAILER MO 15

0014 129108 TEMPORARY CRASH CUSHION TL-3 EA 40

0015 130100 JOB SITE MANAGEMENT LS LUMP SUM

0016 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0017 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 28,500

0018 130610 TEMPORARY CHECK DAM LF 460

0019 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 230

0020 130640 TEMPORARY FIBER ROLL LF 7,080

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 32

0022 130730 STREET SWEEPING LS LUMP SUM

0023 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0024 153121 REMOVE CONCRETE (CY) CY 50

0025 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 3,930

0026 170105 CLEARING AND GRUBBING (ACRE) ACRE 7

0027 190101 ROADWAY EXCAVATION CY 1,340

0028 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 340

0029 192001 (F) - STRUCTURE EXCAVATION CY 2,531

0030 048559 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY

DEPOSITED LEAD)

CY 88

0031 194001 DITCH EXCAVATION CY 270

0032 198010 IMPORTED BORROW (CY) CY 660

0033 198050 EMBANKMENT CY 120

0034 198215 SUBGRADE ENHANCEMENT GEOGRID SQYD 3,130

0035 200002 ROADSIDE CLEARING LS LUMP SUM

0036 205035 WOOD MULCH CY 180

0037 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0038 208594 (F) - 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 110

0039 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 180

0040 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 320

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 208605 (F) - 2" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 380

0042 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 20

0043 210252 BONDED FIBER MATRIX (SQFT) SQFT 255,000

0044 210350 FIBER ROLLS LF 14,600

0045 210430 HYDROSEED SQFT 252,000

0046 210610 COMPOST (CY) CY 380

0047 260203 CLASS 2 AGGREGATE BASE (CY) CY 730

0048 360200 BASE BOND BREAKER SQYD 210

0049 390100 PRIME COAT TON 3.3

0050 390132 HOT MIX ASPHALT (TYPE A) TON 880

0051 393004 GEOSYNTHETIC PAVEMENT INTERLAYER

(PAVING FABRIC)

SQYD 1,130

0052 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 260

0053 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 140

0054 394075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 260

0055 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 120

0056 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 280

0057 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 2,000

0058 397005 TACK COAT TON 1.4

0059 398001 REMOVE ASPHALT CONCRETE PAVEMENT

(SQFT)

SQFT 1,970

0060 398100 REMOVE ASPHALT CONCRETE DIKE LF 1,570

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 477020 (F) - MECHANICALLY STABILIZED EMBANKMENT SQFT 110

0062 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 57.7

0063 520101 (F) - BAR REINFORCING STEEL LB 1,673

0064 600023 REMOVE RETAINING WALL (PORTION) (CY) CY 4

0065 038522 (F) - CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 199

0066 016050 TRASH NET (HEADWALL CONNECTION) EA 1

0067 621222 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-1 (6)

EA 1

0068 621225 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-2 (6)

EA 1

0069 621226 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-2 (8)

EA 1

0070 621235 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-5 (8)

EA 2

0071 621238 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-6 (8)

EA 1

0072 014219 TRASH NET (END OF PIPE CONNECTION) EA 7

0073 014220 TRASH NET (OPEN CHANNEL) EA 13

0074 013753 TRASH NET (DOWNDRAIN) EA 8

0075 017267 CAPTURE HOUSING (TYPE A) (M) (3<D=<4) EA 26

0076 017268 CAPTURE HOUSING (TYPE A) (M) (4<D=<5) EA 32

0077 017269 CAPTURE HOUSING (TYPE A) (M) (5<D=<6) EA 17

0078 650010 12" REINFORCED CONCRETE PIPE LF 57

0079 650014 18" REINFORCED CONCRETE PIPE LF 42

0080 650018 24" REINFORCED CONCRETE PIPE LF 8

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 665012 12" CORRUGATED STEEL PIPE (.079" THICK) LF 18

0082 665015 15" CORRUGATED STEEL PIPE (.109" THICK) LF 160

0083 665018 18" CORRUGATED STEEL PIPE (.109" THICK) LF 1,110

0084 665025 24" CORRUGATED STEEL PIPE (.138" THICK) LF 210

0085 665038 36" CORRUGATED STEEL PIPE (.138" THICK) LF 22

0086 037341 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30

0087 680404 8" PERFORATED STEEL PIPE UNDERDRAIN LF 91

0088 048238 4" NON-PERFORATED PLASTIC PIPE

DOWNDRAIN

LF 15

0089 705204 18" CONCRETE FLARED END SECTION EA 2

0090 705206 24" CONCRETE FLARED END SECTION EA 1

0091 710132 REMOVE CULVERT (LF) LF 1,080

0092 710150 REMOVE INLET EA 6

0093 710167 REMOVE FLARED END SECTION (EA) EA 11

0094 710196 ADJUST INLET EA 1

0095 710240 MODIFY INLET EA 3

0096 710262 CAP INLET EA 1

0097 721420 CONCRETE (DITCH LINING) CY 100

0098 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 21

0099 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17

0100 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 56

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 731504 MINOR CONCRETE (CURB AND GUTTER) CY 77

0102 731710 REMOVE CONCRETE CURB (LF) LF 110

0103 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 3,912

0104 800340 CHAIN LINK FENCE (TYPE CL-5) LF 40

0105 810190 GUARD RAILING DELINEATOR EA 48

0106 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 79

0107 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 68

0108 820840 ROADSIDE SIGN - ONE POST EA 2

0109 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 3

0110 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 600

0111 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 340

0112 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3

0113 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0114 015300 ALTERNATIVE IN-LINE TERMINAL TL-2 EA 1

0115 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0116 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0117 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0118 999990 MOBILIZATION 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

048559 STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY DEPOSITED LEAD) 19

038522 CONCRETE BACKFILL (PIPE TRENCH) (RSC) 61

013753 TRASH NET (DOWNDRAIN) 62

014219 TRASH NET (END OF PIPE CONNECTION) 62

014220 TRASH NET (OPEN CHANNEL) 62

016050 TRASH NET (HEADWALL CONNECTION) 62

017267 CAPTURE HOUSING (TYPE A)(M)(3<D=<4) 62

017268 CAPTURE HOUSING (TYPE A)(M)(4<D=<5) 62

017269 CAPTURE HOUSING (TYPE A)(M)(5<D=<6) 62

037341 4" PERFORATED PLASTICE PIPE UNDERDRAIN 68

048238 4" NON-PERFORATED PLASTIC PIPE DOWNDRAIN 69

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015300 ALTERNATIVE IN-LINE TERMINAL TL-2 83

2 BIDDING

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

The Department will conduct a meeting to provide small businesses, including DVBEs, the opportunity to meet and interact with prospective bidders in an effort to increase their participation in the performance of contracts.

Replace section 2-1.04 with:

2-1.04 MANDATORY VIRTUAL PREBID OUTREACH MEETING

Section 2-1.04 applies if a mandatory prebid meeting is shown on the Notice to Bidders.

The Department will conduct a mandatory virtual prebid meeting to provide small businesses, including DVBEs, the opportunity to meet and interact with prospective bidders in an effort to increase their participation in the performance of contracts.

The virtual meeting will be a video conference meeting using Cisco Webex.

Each bidder must attend the virtual meeting. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the virtual meeting.

The Department does not accept a bid from a bidder who did not attend the virtual meeting.

Bidders and small businesses must register a minimum of 1 hour before the meeting with:

DUTY SENIOR, DISTRICT 4 OFFICE

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

TELEPHONE: (510) 286-5209

An electronic sign-in sheet will be used to identify the attendees. Each bidder must include the name and title of the company representative attending the virtual meeting.

The sign-in sheets, with the names of all companies in attendance at the virtual meeting, will be made available at the website shown on the Notice to Bidders for bidder inquiries.

The successful bidder is required to report each small business hired to work on this Contract as a result of 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.Existing Traffic Management System Elements and Their Operational Status List 2.Soil Investigation Report

3. Manufacturer's Installation Manuals for Alternative In-line Terminal System

4. Mobile Barrier System: Quote Price and Master Rental Terms and Conditions

Available as specified in the Standard Specifications

Cross sections

Delete section 2-1.20.

Delete section 2-1.33B(2)(b).

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 04-3Y8304 ALA-980-PM 0.8 In Alameda County at various pump plants at 33-0505W and 33- 0060W, 33_0024W, 33_0117W, 33_0169W, & 33_0180W.

Rehabilitate pump plants

04-0P8904 ALA-13-PM 7.9 In Alameda County, near Piedmont, at Bruns Drive POC Bridge

Bridge seismic restoration

04-3W2304 ALA-13-PM 7.4/9.07 In Alameda County, in Oakland, at Park Boulevard Overcrossing and at Broadway Terrace Undercrossing

Bridge seismic retrofit Park Blvd OC (Bridge No. 33-0159)and Broadway Terrace UC (Bridge No. 33-0162)

04-155004 ALA-80-PM 2.0/8.0 In Alameda, Contra Costa, and Solano Counties, on Routes 80, 580, and 980 at various locations

Connection to do TMC, install TOS and fiber communication

04-3J2604 ALA-80-PM 5.9/6.4 In Ala and CC on Routes 80/680/880

Install concrete barrier (Type 60) and outer separation barrier

04-0Y6604 ALA-80-PM 2.36/R7.04 In Alameda County at various locations

Wrong way pavement marker improvements at exit ramps

04-4W0304 ALA-238-PM 13.96/16.69 In Alameda County, on Route 238 from Route 580 to Route 880

Asphalt pavement minor rehabilitation

(CAPM)

04-0J3404 ALA-580-PM 44.8 WB I-580 to WB I- 980connector ramp (at west end of Webster St. Bridge No. 33- 0296) in city of Oakland, in Alameda County

Injection grouting and pavement repair

04-0K5304 ALA-580-PM 30.36/46.5 In Alameda County between Route 238 and Route 80

Install ramp metering

04-0P9004 ALA-580-PM 41.3/44.8 In Alameda County, in the city of Oakland at various locations, from Fruitvale Avenue to Webster Street

Seismic retrofit at two bridges and bridge railing replacement at three bridges for goods movement, demolish two POCs and replace or mitigate demolition of POCs

04-0Q1004 ALA-580-PM 20.7/30.8 In Alameda County in various cities on Route 580 from Route 680 to Route 238

Pavement rehabilitation

04-0W2004 ALA-580-PM 44.5 Broadway-Richmond Blvd.

UC Bridge No. 33-

Bridge health

04-0W5104 ALA-580-PM 43.48 In Alameda County, on Route 580 at Lakeshore Park UC (Bridge No. 33-0131) and at Adeline Street UC (Bridge No. 33- 0280l) in the city of Oakland

Polyester concrete overlay

04-3W2004 ALA-580-PM 32.13/45.76 At various freeway segments along Route 580 in the cities of San Leandro and Oakland, Alameda County

Upgrade median concrete barrier to Type 60m & install freeway safety lighting along the median at two locations

04-3W2204 ALA-580-PM 35/39.37 In Alameda County in San Leandro and in Oakland at Foothill Blvd. UC and at Davenport Avenue UC

Bridge seismic restoration

04-0Y9304 ALA-580-PM

R35.19/42.62

Various locations within Alameda and Contra Costa Counties

Install BMPs—full trash capture devices—in various locations within Alameda and Contra Costa Counties to meet SFB-RWQCB CDO requirements

04-0P9104 ALA-680-PM 10.2 In Alameda County on Route 680 at PM R10.15 to PM R10.6 at Alameda Creek Bridge (Bridge No. 33-0047)

Bridge approach slabs replacement

04-0P9204 ALA-680-PM 6.4/6.6 In Fremont at Mission San Jose (689/238) separation

Rehabilitate roadway southbound 680

04-0J6244 ALA-680-PM 12.4/21.9 In and near Pleasanton and Dublin, from north of Route 84 to Alcosta Boulevard

Bridge seismic restoration –seismic retrofit and polyester concrete overlay

04-3W2404 ALA-680-PM 11.81 In Alameda County at Sunol at Scotts Corners separation

Replacement of vehicle detection systems

04-3W2904 ALA-680-PM 0.58/21.72 At various locations on Route 680 in Alameda and Contra Costa Counties

Bridge approach slab replacements

04-3K5104 ALA-880-PM 0.02/30.94 In Alameda, Contra Costa, Santa Clara, San Mateo, San Francisco, Sonoma, Marin, Napa, and Solano Counties on various routes

Detection life-cycle upgrade and replacement (Tier 3 &

4) project

04-2Q5404 ALA-880-PM 1.1/33.2 Alameda, Contra Costa, Santa Clara, San Mateo, San Francisco, Sonoma, Marin, Napa, and Solano Counties

Service contract to repair TOSs (CMSs, CCTVs, VDs, EMSs, HAR) and ramp metering

04-0X8504 ALA-880-PM 32/45.2 Project is located along I-880 from PM 32.0 to PM 45.2, within Alameda County

19.0 acres of trash capture and 101.0 acres of Total Maximum Daily Loads

04-0Q2004 CC-04-PM 0/25 In Contra Costa County, on SR 4 at various locations

Install Best Management Practices

04-2J0014 CC-04-PM 12.9/14.4 In and near Concord, from Route 680 to Route 242

Install lighting, reflective stripes, and markers

04-1Q7204 CC-04-PM 0/25.46 Ala/CC/Sol TOS/RM and Fiber Optics Installation

Installation of TOS/RM and fiber optics communication system

04-0AA194 CC-04-PM R29/R44.4 In and near Antioch, Oakley, and Brentwood, from 0.1 mile east of Hillcrest Avenue OC to Byron Highway

Pavement preservation-CAPM

04-4W7804 CC-04-PM R7.05/R11.38 On Route 4, from 1.9 mile east of Mcewen Road up to 1 mile west of Pacheco Blvd. UC, in Contra Costa County

Replace box beam sign structures and install new type Xi retro-reflective sheeting sign panels

04-0Y9404 CC-04-PM 0.05/23.98 Various locations in Contra Costa County

Install BMP—full trash capture devices—in various locations within Contra Costa

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.

Add to the end of section 5-1.33:

You must use tier 4 interim or tier 4 final engines for off-road diesel-fueled vehicles subject to 13 CA Code of Regs § 2449 instead of the use of lowered tiered engines. However, the requirement to use tier 4 interim or tier 4 final engines does not apply to vehicles registered to operate on public roads when those vehicles are used solely to deliver materials or supplies to the job site.

For off-road diesel-fueled vehicles subject to 13 CA Code of Regs§ 2449:

1. At least 15 days before use of vehicles submit an inventory list to the Engineer and tier4@dot.ca.gov for authorization. The list must include the following information for each vehicle:

1.1. Diesel off-road on-line reporting system (DOORS) identification number issued to the vehicle owner by the California Air Resources Board

1.2. Company or agency name associated with the DOORS identification number

1.3. California Air Resources Board issued equipment identification number for the vehicle

1.4. Vehicle product identification number as listed in DOORS

1.5. Corresponding identifying number required in this section

1.6. Serial number

1.7. Vehicle type

1.8. Vehicle manufacturer, model number and model year

1.9. Number of engines as indicated in DOORS

1.10. For each engine:

1.10.1. Serial number

1.10.2. Manufacturer name, model, and model year

1.10.3. Maximum horsepower

1.10.4. EPA issued engine family name

1.10.5. Engine displacement in liters

1.10.6. California Air Resources Board issue executive order for the engine family from the off-road certification database. For the database go to the California Air Resources Board website: https://www.arb.ca.gov/msprog/offroad/cert/cert.php

1.10.7. Emission standard category for the engine family, such as tier 4 interim or tier 4 final

1.10.8. Photograph of the engine label

2. Submit an updated inventory list at least 5 business days before using a vehicle not on the list or replacing a vehicle on the list for authorization. Allow 5 business days for review.

Flexibility engines certified under the California Air Resources Board’s flexibility program provisions are noncompliant engines unless a previously issued executive order for that engine family indicates the emission standard category is tier 4 interim. You may access these executive orders at the California Air Resources Board website: https://www.arb.ca.gov/msprog/offroad/cert/cert.php For example:

Executive Order U-R-002-0747 was issued on March 16, 2020, for Flexibility Program Engine Family Name “DCEXL15.0AAK,” a Cummins Inc. 2020 model engine. Executive Order U-R-002-0592-2 issued on December 30, 2013, for Engine Family DCEXL15.0AAK indicates the “Emission Standard Category” is tier 4 interim. Use of Engine Family “DCEXL 15.0AAK is compliant.

If you operate a vehicle that is noncompliant with these requirements, the Department deducts a $2000 penalty for each noncompliant engine for each day of operation.

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.

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.