08-1L1704 RHMA_ Cold Plane AC Pavement_ Vegetation Control (Minor Conc) and MGS.pdf

Bids open Tuesday, December 1, 2026

Dated October 5, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN RIVERSIDE COUNTY IN AND

NEAR RIVERSIDE FROM 0.3 MILE NORTH OF RAMONA EXPRESSWAY

OVERCROSSING TO 0.3 MILE SOUTH OF MARTIN LUTHER KING

BOULEVARD UNDERCROSSING

In District 08 On Route 215

Under

Bid book dated October 5, 2026 Standard Specifications dated 2025

Project plans approved October 6, 2025 Standard Plans dated 2025

Identified by

Contract No. 08-1L1704

08-Riv-215-R31.2/40.5

Project ID 0819000158

Federal-Aid Project

IM-2151(257)

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 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.

See section 2-1.04 for mandatory prebid meeting requirements.

Contract No. 08-1L1704 i ii

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

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

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

52 REINFORCEMENT

60 EXISTING STRUCTURES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

75 MISCELLANEOUS METAL

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

iii

90 CONCRETE

iv

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)

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20F Pavement Markers and Traffic Lines - Typical Details

A20G Exit Ramp with Enhanced Pavement Markers for Wrong Way Details

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

A24C Pavement Markings - Symbols and Numerals

A24E Pavement Markings - Words

A24F Pavement Markings - Crosswalks

A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

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

A62F Excavation and Backfill - Metal and Plastic Culverts

A73B Markers

A73C Delineators, Channelizers and Barricades

A76G Concrete Barrier Type 60MS

A76HA Concrete Barrier Type 60MS Connection to Crash Cushion

A76HB Concrete Barrier Type 60MS to Transition Railing (Type AGT)

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

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

A77L4 Midwest Guardrail System - Transition to Metal Beam Guardrail

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

A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach

A77N8 Minor Concrete Vegetation Control - Guardrail System at Fixed Object

A77N9 Minor Concrete Vegetation Control - Guardrail System at Fixed Object

A77N10 Minor Concrete Vegetation Control - Guardrail System at Fixed Object

A77N11 Minor Concrete Vegetation Control - Guardrail System - Miscellaneous Details

A77P1 Midwest Guardrail System - Typical Layouts for Embankments

A77P2 Midwest Guardrail System - Typical Layouts for Embankments

A77P3 Midwest Guardrail System - Typical Layouts for Embankments

A77P4 Midwest Guardrail System - Typical Layouts for Embankments

A77P5 Midwest Guardrail System - Typical Layouts for Embankments

A77P6 Midwest Guardrail System - Typical Layouts for Embankments

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q2 Midwest Guardrail System - Typical Layouts for Structure Approach and Between Structures

A77Q3 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure

A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure

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

A77R2 Midwest Guardrail System - Typical Layouts for Fixed Objects Between Separate Roadbeds (One-Way Traffic)

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

A77R4 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

A77R5 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

A77R6 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

A77R7 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects vi

A77R8 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

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

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

A77T1 Metal Railing End Anchor Assembly (Type CA)

A77T2 Midwest Guardrail System - Buried Post End Anchor (Type B-F)

A77T3 Midwest Guardrail System - Buried Post End Anchor (Type B-S)

RSP A79A1 Transition Railing (Type AGT)

A79A3 Transition Railing (Type AGT) Details

A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks

A79B2 Transition Railing (Type AGT) to Bridge Railings with Sidewalks

A79C1 Transition Railing (Type AGT) Connections to Abutments and Walls

A79C2 Departing Transition Connections to Abutments and Walls

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

A88B Curb Ramp and Island Passageway Details

D89B Pipe Culvert Headwalls - Straight and "L"

D94A Metal and Plastic Flared End Sections

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

D140A Gross Solids Removal Device - Linear Radial Legend

D140E Gross Solids Removal Device - Linear Radial Screened Pipe Details

H1 Landscape and Erosion Control Symbols

H2 Landscape Details

H3 Landscape Details

H4 Landscape Details (Sprinkler Assembly)

H5 Landscape Details (Swing Joint and Protector)

H6 Landscape Details

H7 Landscape Details vii

RSP H8 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)

RSP T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

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

T14 Traffic Control System for Ramp Closure

T15 Traffic Control System for Moving Lane Closure on Multilane Highways

T16 Traffic Control System for Moving Lane Closure on Multilane Highways

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

T26 Temporary Automated End of Queue Warning System Type 1 (Queue <= 3.5 Miles)

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour

T31 Temporary Pedestrian Access Routes - Typical Sidewalk Diversion Within Roadbed

T32 Temporary Pedestrian Access Routes - Typical Sidewalk/Crosswalk Closure and Pedestrian Detour

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)

T59 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility)

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) viii

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

B11-47 Cable Railing

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS3 Roadside Signs - Laminated Wood Box Post - Typical Installation Details No. 3

RS4 Roadside Signs - Typical Installation Details No. 4

S81 Overhead Laminated Sign - Single or Multiple Panel (Type A, 1" Thick)

S82 Roadside Laminated Sign - Single or Multiple Panel (Type B, 1" Thick)

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-4A Electrical Systems (Signal Head Mounting)

ES-4B Electrical Systems (Pedestrian Signal Heads)

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)

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-6E Electrical Systems (Lighting Standard, Types 30 and 31)

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

ES-7A Electrical Systems (Signal and Lighting Standard, Type TS, and Type 2 Post)

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-7R Electrical Systems (Signal and Lighting Attachments)

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

ES-8B Electrical Systems (Traffic Pull Box)

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

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

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 Tuesday, December 1, 2026

Dated October 5, 2026

General work description: RHMA, cold plane AC pavement, vegetation control (minor Conc) and MGS.

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

STATE HIGHWAY IN RIVERSIDE COUNTY IN AND NEAR RIVERSIDE FROM 0.3 MILE NORTH OF

RAMONA EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF MARTIN LUTHER KING

BOULEVARD UNDERCROSSING.

District-County-Route-Post Mile: 08-Riv-215-R31.2/40.5

Contract No. 08-1L1704

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-12.

Federal-aid project no.:

IM-2151(257)

For the Federal training program, the number of trainees or apprentices is 3.

Bids must be on a unit price basis.

Complete the work within 320 working days.

The estimated cost of the project is $52,000,000.

A mandatory prebid meeting is scheduled on October 27, 2026 at 10:00 a.m. at Virtual 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 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 320

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 8

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 40

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 440

0009 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 220

0010 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1,170

0011 120165 CHANNELIZER (SURFACE MOUNTED) EA 870

0012 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 220

0013 120300 TEMPORARY PAVEMENT MARKER EA 50

0014 120320 TEMPORARY BARRIER SYSTEM LF 22,400

0015 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0016 018142 TOW TRUCK SERVICE LS LUMP SUM

0017 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 13

0018 128655 TEMPORARY AUTOMATED END OF QUEUE

WARNING SYSTEM (TYPE 1)

DAY 220

0019 128659 END OF QUEUE MONITORING AND WARNING

WITH TRUCK MOUNTED CHANGEABLE

MESSAGE SIGN

DAY 10

0020 129100 TEMPORARY CRASH CUSHION MODULE EA 330

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 129105 TEMPORARY CRASH CUSHION TL-2 EA 7

0022 129108 TEMPORARY CRASH CUSHION TL-3 EA 42

0023 130100 JOB SITE MANAGEMENT LS LUMP SUM

0024 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0025 130312 PRE-STORM EVENT INSPECTION REPORT EA 22

0026 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 10

0027 130331 STORMWATER ANNUAL REPORT EA 2

0028 130560 TEMPORARY SOIL BINDER SQYD 30,000

0029 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 50

0030 130640 TEMPORARY FIBER ROLL LF 15,000

0031 130650 TEMPORARY GRAVEL BAG BERM LF 5,000

0032 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 2

0033 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0034 141120 TREATED WOOD WASTE LB 383,000

0035 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0036 146007 INVASIVE SPECIES CONTROL LS LUMP SUM

0037 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 1,000

0038 190101 ROADWAY EXCAVATION CY 670

0039 200002 ROADSIDE CLEARING LS LUMP SUM

0040 200111 DECORATIVE BOULDERS EA 200

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 200114 ROCK BLANKET SQFT 75,800

0042 038111 REMOVE ROCK BLANKET CY 15

0043 205033 GRAVEL MULCH SQFT 23,200

0044 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 8

0045 210252 BONDED FIBER MATRIX (SQFT) SQFT 558,000

0046 210610 COMPOST (CY) CY 3,420

0047 210630 INCORPORATE MATERIALS SQFT 43,200

0048 260203 CLASS 2 AGGREGATE BASE (CY) CY 350

0049 390095 REPLACE ASPHALT CONCRETE SURFACING CY 3,840

0050 390132 HOT MIX ASPHALT (TYPE A) TON 490

0051 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 135,000

0052 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 960

0053 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2,390

0054 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 170

0055 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18,600

0056 397005 TACK COAT TON 400

0057 398000 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 55

0058 398100 REMOVE ASPHALT CONCRETE DIKE LF 22,200

0059 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 884,000

0060 420201 GRIND EXISTING CONCRETE PAVEMENT SQYD 8

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 511106 DRILL AND BOND DOWEL LF 11

0062 511118 CLEAN EXPANSION JOINT LF 180

0063 519088 JOINT SEAL (MR 1") LF 68

0064 519091 JOINT SEAL (MR 1 1/2") LF 112

0065 568042 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 17

0066 568062 PEDESTRIAN BARRICADE EA 2

0067 600001 PUBLIC SAFETY PLAN LS LUMP SUM

0068 600011 RAPID SETTING CONCRETE (PATCH) CF 428

0069 600029 REMOVE ASPHALT CONCRETE SURFACING SQFT 34,476

0070 600033 REMOVE UNSOUND CONCRETE CF 428

0071 600037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 34,649

0072 600041 FURNISH POLYESTER CONCRETE OVERLAY CF 3,444

0073 600043 (F) - PLACE POLYESTER CONCRETE OVERLAY SQFT 34,649

0074 621221 GROSS SOLIDS REMOVAL DEVICE LINEAR

RADIAL TYPE LR-1 (4)

EA 7

0075 705011 18" STEEL FLARED END SECTION EA 1

0076 705015 24" STEEL FLARED END SECTION EA 3

0077 705204 18" CONCRETE FLARED END SECTION EA 1

0078 705206 24" CONCRETE FLARED END SECTION EA 1

0079 710167 REMOVE FLARED END SECTION (EA) EA 6

0080 710206 ADJUST OVERSIDE DRAIN EA 21

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 710208 ADJUST FRAME AND COVER TO GRADE EA 20

0082 723070 ROCK SLOPE PROTECTION (150 LB, CLASS III,

METHOD B) (CY)

CY 130

0083 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 340

0084 730070 DETECTABLE WARNING SURFACE SQFT 601

0085 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 52

0086 731504 MINOR CONCRETE (CURB AND GUTTER) CY 53

0087 731627 MINOR CONCRETE (CURB, SIDEWALK AND

CURB RAMP)

CY 130

0088 046746 GRIND EXISTING SIDEWALK SQYD 20

0089 731840 REMOVE CONCRETE (CURB AND GUTTER) LF 160

0090 731850 REMOVE CONCRETE (CURB, GUTTER, AND

SIDEWALK) (CY)

CY 131

0091 733000 PRE/POST CONSTRUCTION SURVEYS EA 24

0092 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 260

0093 810120 REMOVE PAVEMENT MARKER EA 98

0094 810170 DELINEATOR (CLASS 1) EA 48

0095 810190 GUARD RAILING DELINEATOR EA 1,260

0096 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 15,900

0097 820112 MARKER (CULVERT) EA 5

0098 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 12

0099 820130 OBJECT MARKER EA 2

0100 820250 REMOVE ROADSIDE SIGN EA 4

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 820360 REMOVE SIGN PANEL EA 17

0102 820610 RELOCATE ROADSIDE SIGN EA 4

0103 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 3,230

0104 820720 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 91

0105 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 83

0106 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 92

0107 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 110

0108 820840 ROADSIDE SIGN - ONE POST EA 5

0109 820850 ROADSIDE SIGN - TWO POST EA 3

0110 820890 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 3,230

0111 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 2

0112 820920 INSTALL ROADSIDE SIGN (LAMINATED WOOD

BOX POST)

EA 1

0113 037142 FURNISH LAMINATED WOOD BOX POST (TYPE

M)

EA 1

0114 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 43,000

0115 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 22,500

0116 839521 (F) - CABLE RAILING LF 89

0117 839544 TRANSITION RAILING (TYPE AGT) EA 30

0118 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 59

0119 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 68

0120 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 7

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 839745 (F) - CONCRETE BARRIER TRANSITION LF 946

0122 839752 REMOVE GUARDRAIL LF 31,500

0123 839761 SALVAGE GUARDRAIL LF 25,000

0124 839774 REMOVE CONCRETE BARRIER LF 33

0125 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 24,700

0126 840517 PREFORMED THERMOPLASTIC PAVEMENT

MARKING

SQFT 2,990

0127 840655 PAINT TRAFFIC STRIPE (1-COAT) LF 206,000

0128 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 275,000

0129 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 7,550

0130 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 32,800

0131 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2,760

0132 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 1,200

0133 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 12-3)

LF 30,900

0134 847221 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 17-7)

LF 1,490

0135 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 213,000

0136 847224 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 6,320

0137 847225 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 19,100

0138 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0139 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

0140 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0142 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0143 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0144 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

018142 TOW TRUCK SERVICE 12

038111 REMOVE ROCK BLANKET 20

046746 GRIND EXISTING SIDEWALK 73

037142 FURNISH LAMINATED WOOD BOX POST (TYPE M) 82

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 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 by 10:00 a.m. on Tuesday, October 27, 2026, at:

https://cadot.webex.com/weblink/register/rae81675399b7485f8d4465109a1c89c0

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. Railroad Clearance

2. Monument Perpetuation

3. Materials Report

4. Warranty Bond (TOTE-1)

5. Traffic Management System (TMS) Elements

Operational Status

6. Max-Tension Installation Instructions (RevE Dec

2018 - 4118)

7. Assembly Instructions for TL-3 & TL-2 MSKT MASH

Tangent Terminal for 31" MGS (June 2023 - 063023)

8. SPIG Industry, LLC Installation Instructions (Mar 2018)

9. SoftStop System TANGENT END TERMINAL with

8" COMPOSITE BLOCK PRODUCT MANUAL

(RevD Aug 2022 - 620237)

10. SoftStop System TANGENT END TERMINAL with

12" COMPOSITE BLOCK PRODUCT MANUAL

(RevB Aug 2022 - 626822)

Available as specified in the Standard Specifications

Bridge as-built drawings

Delete section 2-1.20.

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

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 08-1J2904 Riv–215–25.0/31.2 In and near Perris from

0.1 mile south of San Jacinto River Bridge to north of Ramona Expressway Interchange

Cold plane and overlay pavement, upgrade curb ramps to ADA standards, replace guardrails, and install slope stabilization

08-1J6104 Riv–215–40.5/42.7 In Riverside from south of Martin Luther King Boulevard to north of Chicago Avenue

Cold plane and overlay the pavement, random slab replacement, upgrade curb ramps to ADA standards, and upgrade guardrails

08-1P6604 Riv–215–12.307/42.019 On various offramps on various routes in Riverside County

Install solar-powered LED wrong way sign countermeasures at offramps

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 5-1.32:

Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.

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 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, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

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 to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

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 the (1) 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.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. 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 free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location

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…