11-430914 Cold Plane AC Pvmt_ RHMA-G Overlay_ Landscape_ Elect_ and Drainage.pdf

Bids open Wednesday, December 16, 2026

Dated October 26, 2026

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN

OCEANSIDE FROM ROUTE 5/76 SEPARATION TO 0.3 MILE EAST OF

MELROSE DRIVE

In District 11 On Route 76

Under

Bid book dated October 26, 2026 Standard Specifications dated 2025

Project plans approved August 31, 2026 Standard Plans dated 2025

Identified by

Contract No. 11-430914

11-SD-76-R0.0/R8.1

Project ID 1119000198

Federal-Aid Project

NH-P076(034)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

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

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

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

1.03, 7-1.04, and 12.

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

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

America/Build America for manufactured products.

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

The Bidder must submit its bid with a minimum price for plant establishment work. See section

2-1.09.

Contract No. 11-430914 i

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

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

16 TEMPORARY FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION VII DRAINAGE FACILITIES

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

78 INCIDENTAL CONSTRUCTION

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

ii

87 ELECTRICAL SYSTEMS

iii

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

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

A24C Pavement Markings - Symbols and Numerals

A24D Pavement Markings - Words

A24E Pavement Markings - Words

A24F Pavement Markings - Crosswalks

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

A40B Shoulder Rumble Strip Details - Ground-In Indentations

A40L Rumble Strip Placement for Class 2 Bicycle Lane and Class 4 Bikeway

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

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 iv

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

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

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

RSP A79A1 Transition Railing (Type AGT)

A79A3 Transition Railing (Type AGT) Details

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

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

A85 Chain Link Fence

A85A Chain Link Fence Details

A85B Chain Link Fence Details

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe - Standard and Positive Joints

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 v

H7 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

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

T10A Traffic Control System for Lane Closure on Freeways and Expressways

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

T11A Traffic Control System for Changeable Lane Closure on Multilane Conventional Highways and Expressways

RSP T12 Traffic Control System for Half Road Closure on Multilane Conventional Highways and Expressways

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

RSP T13A Traffic Control System - Two Lane Conventional Highways

RSP T13B Traffic Control System - Two Lane Conventional Highways

RSP T13C Traffic Control System - Two Lane 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

T17 Traffic Control System for Moving Lane Closure on Two Lane Highways

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) vi

T22 Traffic Control System for Construction Work Zone Speed Limit Reduction on Two Lane Conventional Highways

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)

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

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

RS5 Roadside Sign-PSST Post-Typical Installation Details No. 1

RS6 Roadside Sign-PSST Post-Typical Installation Details No. 2

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-3C Electrical Systems (Controller Cabinet Foundation and Pad Details)

ES-3C1 Electrical Systems (Controller Cabinet Foundation and Pad Details)

ES-3C2 Electrical Systems (Controller Cabinet Foundation Details)

ES-3K Electrical Systems (Electronics Assembly Connection Diagram) (Battery Backup System)

ES-4A Electrical Systems (Signal Head Mounting)

ES-4B Electrical Systems (Pedestrian Signal Heads)

ES-4C Electrical Systems (Signal Heads and Mountings)

ES-4D Electrical Systems (Signal Head Mounting)

ES-4E Electrical Systems (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) vii

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

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

ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment Identification Characters)

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-8C Electrical Systems (Vaults)

ES-8D Electrical Systems (Vaults)

ES-9A Electrical Systems (Structure Pull Box Installations)

ES-9B Electrical Systems (Conduit Riser Expansion and Deflection Fittings, Structure Installations)

ES-11 Electrical Systems (Foundation Installations)

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

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

ES-15D Electrical Systems (Lighting and Sign Illumination Control)

ES-17A Electrical Systems (Fiber Optic Marker Details)

CANCELED STANDARD PLANS LIST

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

Plan No.

Date

Canceled Plan No.

Date Canceled

Plan No.

Date

Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Wednesday, December 16, 2026

Dated October 26, 2026

General work description: Cold plane AC Pvmt, RHMA-G overlay, landscape, Elect., and drainage.

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

STATE HIGHWAY IN SAN DIEGO COUNTY IN OCEANSIDE FROM ROUTE 5/76 SEPARATION TO 0.3

MILE EAST OF MELROSE DRIVE.

District-County-Route-Post Mile: 11-SD-76-R0.0/R8.1

Contract No. 11-430914

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-12, C-10.

Federal-aid project no.:

NH-P076(034)

For the Federal training program, the number of trainees or apprentices is 10.

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 260 working days.

Complete the work, including plant establishment work, within 510 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $39,000,000.

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 013844 PROGRESS SCHEDULE (CRITICAL PATH

METHOD)

LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 260

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 6

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 20

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 260

0009 120195 TRAFFIC DRUM EA 130

0010 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 520

0011 120320 TEMPORARY BARRIER SYSTEM LF 17,100

0012 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5

0013 129105 TEMPORARY CRASH CUSHION TL-2 EA 3

0014 129108 TEMPORARY CRASH CUSHION TL-3 EA 27

0015 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 6

0016 130100 JOB SITE MANAGEMENT LS LUMP SUM

0017 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0018 130520 TEMPORARY HYDRAULIC MULCH SQYD 700

0019 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 190

0020 130640 TEMPORARY FIBER ROLL LF 3,260

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130670 TEMPORARY REINFORCED SILT FENCE LF 350

0022 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0023 038275 MANAGE SOLID WASTE GENERATED BY THE

PUBLIC

HR 820

0024 141103 REMOVE YELLOW THERMOPLASTIC TRAFFIC

STRIPE (HAZARDOUS WASTE)

LF 90,700

0025 141120 TREATED WOOD WASTE LB 121,000

0026 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 1,100

0027 037522 TEMPORARY PROTECTION FENCE (ROPE) LF 3,000

0028 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0029 190101 ROADWAY EXCAVATION CY 60

0030 198010 IMPORTED BORROW (CY) CY 950

0031 198207 SUBGRADE ENHANCEMENT GEOTEXTILE,

CLASS A2

SQYD 40

0032 200114 ROCK BLANKET SQFT 1,150

0033 200122 WEED GERMINATION SQYD 6,300

0034 202038 PACKET FERTILIZER EA 550

0035 204035 PLANT (GROUP A) EA 370

0036 204036 PLANT (GROUP B) EA 72

0037 204038 PLANT (GROUP U) EA 11

0038 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0039 205034 DECOMPOSED GRANITE SQFT 42,200

0040 205035 WOOD MULCH CY 130

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0042 206402 OPERATE EXISTING IRRIGATION FACILITIES LS LUMP SUM

0043 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM

0044 206562 1" REMOTE CONTROL VALVE EA 3

0045 206564 1 1/2" REMOTE CONTROL VALVE EA 56

0046 206565 2" REMOTE CONTROL VALVE EA 4

0047 208445 TREE WELL SPRINKLER ASSEMBLY EA 41

0048 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 180

0049 208447 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 100

0050 208448 RISER SPRINKLER ASSEMBLY EA 18

0051 208449 POP-UP SPRINKLER ASSEMBLY EA 32

0052 208575 2" GATE VALVE EA 4

0053 208588 3" GATE VALVE EA 7

0054 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 6,060

0055 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 3,800

0056 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 1,600

0057 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 3,500

0058 208599 (F) - 2 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 350

0059 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 2,450

0060 208608 (F) - 4" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 240

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 210212 DRY SEED (SQFT) SQFT 18,200

0062 210300 HYDROMULCH SQFT 65,300

0063 210430 HYDROSEED SQFT 65,300

0064 210610 COMPOST (CY) CY 32

0065 037164 HIGH FRICTION SURFACE TREATMENT SQYD 48,000

0066 370120 ASPHALT-RUBBER BINDER TON 800

0067 374002 ASPHALTIC EMULSION (FOG SEAL COAT) TON 20

0068 375036 PRECOATED AGGREGATE (SEAL COAT) TON 6,500

0069 377501 SLURRY SEAL TON 890

0070 390132 HOT MIX ASPHALT (TYPE A) TON 420

0071 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 59,000

0072 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 320

0073 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 380

0074 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3,330

0075 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 1,060

0076 397005 TACK COAT TON 110

0077 398000 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 180

0078 398100 REMOVE ASPHALT CONCRETE DIKE LF 4,000

0079 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 437,000

0080 520101 (F) - BAR REINFORCING STEEL LB 940

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 650018 24" REINFORCED CONCRETE PIPE LF 410

0082 015421 24" POLYMERIC SHEET COATED CORRUGATED

STEEL PIPE (.109" THICK)

LF 30

0083 037074 24" POLYMERIC SHEET COATED CORRUGATED

STEEL PIPE DOWNDRAIN (0.109" THICK)

LF 50

0084 705206 24" CONCRETE FLARED END SECTION EA 1

0085 710380 18" CURED-IN-PLACE PIPELINER LF 100

0086 710384 24" CURED-IN-PLACE PIPELINER LF 700

0087 730070 DETECTABLE WARNING SURFACE SQFT 810

0088 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 12

0089 731627 MINOR CONCRETE (CURB, SIDEWALK AND

CURB RAMP)

CY 550

0090 731850 REMOVE CONCRETE (CURB, GUTTER, AND

SIDEWALK) (CY)

CY 500

0091 780446 STAIN GALVANIZED SURFACES (LS) LS LUMP SUM

0092 800320 CHAIN LINK FENCE (TYPE CL-4) LF 330

0093 810190 GUARD RAILING DELINEATOR EA 380

0094 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 8,230

0095 820240 REMOVE ROADSIDE SIGN MOUNTED ON MAST

ARM

EA 60

0096 820250 REMOVE ROADSIDE SIGN EA 170

0097 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 31

0098 820330 REMOVE ROADSIDE SIGN (STEEL POST) EA 25

0099 820360 REMOVE SIGN PANEL EA 26

0100 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 2,210

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 620

0102 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 220

0103 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 2,010

0104 820820 METAL (BARRIER MOUNTED SIGN) LB 1,900

0105 820830 METAL (RAIL MOUNTED SIGN) LB 130

0106 820840 ROADSIDE SIGN - ONE POST EA 160

0107 820850 ROADSIDE SIGN - TWO POST EA 45

0108 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 110

0109 039899 INSTALL SIGN (MAST-ARM MOUNTED) EA 13

0110 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 24

0111 832005 MIDWEST GUARDRAIL SYSTEM LF 8,000

0112 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120

0113 839544 TRANSITION RAILING (TYPE AGT) EA 10

0114 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 10

0115 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 15

0116 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 1

0117 839745 (F) - CONCRETE BARRIER TRANSITION LF 195

0118 839752 REMOVE GUARDRAIL LF 8,050

0119 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 39,700

0120 840517 PREFORMED THERMOPLASTIC PAVEMENT

MARKING

SQFT 30,300

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 840617 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-

1)

LF 8,730

0122 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 5,660

0123 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 182,000

0124 846008 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-

4)

LF 6,300

0125 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 17,400

0126 846010 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 1,250

0127 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 840

0128 846033 REMOVE TRAFFIC STRIPE LF 600

0129 846046 6" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 420

0130 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 1,010

0131 847196 CONTRAST STRIPE PAINT (2-COAT) LF 14,700

0132 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 5,580

0133 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 88,500

0134 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

0135 015691 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 1

LS LUMP SUM

0136 015692 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 2

LS LUMP SUM

0137 015693 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 3

LS LUMP SUM

0138 016059 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 4

LS LUMP SUM

0139 016060 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 5

LS LUMP SUM

0140 016061 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 6

LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 016062 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 7

LS LUMP SUM

0142 016063 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 8

LS LUMP SUM

0143 016064 MODIFYING SIGNAL AND LIGHTING SYSTEMS,

LOCATION 9

LS LUMP SUM

0144 017785 MODIFYING CENSUS SYSTEMS (LS) LS LUMP SUM

0145 014188 SUBSURFACE LOCATOR LS LUMP SUM

0146 017432 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 10

LS LUMP SUM

0147 017433 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 11

LS LUMP SUM

0148 017434 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 12

LS LUMP SUM

0149 017435 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 13

LS LUMP SUM

0150 017436 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 14

LS LUMP SUM

0151 017437 MODIFYING SIGNAL AND LIGHTING SYSTEM,

LOCATION 15

LS LUMP SUM

0152 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

013844 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 8

038275 MANAGE SOLID WASTE GENERATED BY THE PUBLIC 14

037522 TEMPORARY PROTECTION FENCE (ROPE) 16

037164 HIGH FRICTION SURFACE TREATMENT 37

015421

24” POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109”

THICK 66

037074

24” POLYMERIC SHEET COATED CORRUGATED STEEL PIPE

DOWNDRAIN (0.109” THICK) 69

039899 INSTALL SIGN (MAST-ARM MOUNTED) 82

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

015691 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 1 87

015692 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 2 87

015693 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 3 87

016059 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 4 87

016060 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 5 87

016061 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 6 87

016062 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 7 87

016063 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 8 87

016064 MODIFYING SIGNAL AND LIGHTING SYSTEMS, LOCATION 9 87

017785 MODIFYING CENSUS SYSTEMS (LS) 87

014188 SUBSURFACE LOCATOR 87

017432 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 10 87

017433 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 11 87

017434 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 12 87

017435 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 13 87

017436 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 14 87

017437 MODIFYING SIGNAL AND LIGHTING SYSTEM, LOCATION 15 87

2 BIDDING

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 - GPS Coordinates for Semi-Permanent Reference

Points

- Geotechnical Design Report (GDR) for Asset Management, dated December 4, 2024

- MAX-Tension Tangent Guardrail End Treatment (P/N MANMAX Revision E (ECN 4118))

- MASH Sequentially Kinking Terminal (MSKT) (063023)

- SPIG Guardrail End Terminal (SGET)

- Soft-Stop Guardrail Terminal – 8” (PN 620237 Revision E Dated August 2023)

- Soft-Stop Guardrail Terminal – 12” (PN 626822 Revision C Dated August 2023)

- Delta Crash Cushion (75205 Revision A4 Dated March 16, 2023)

- QuadGuard Elite M10 [24”] (PN 620076 Revision E Dated July 2025)

- QuadGuard M10 [24”] (PN 625877 Revision F Dated August 2022)

- REACT M (PN 626195 Revision B Dated September 2022)

- SCI-100GM (ATT2019 Revision 1)

- SmartPod (IMD V2023 R1 111723)

- TAU-M Parallel (P/N TAU-M Revision E (ECN 60918))

- TAU-XR (P/N 1828819 Rev A (ECN 61785))

- City of Oceanside Water Utilities Department Water Availability Verification, dated October 28, 2025

- Fiber Optic Trench Location

- Lacing Conductors and Cables

- Cable on the Reel Verification Worksheet

- Link Loss Budget Worksheet

- Existing Inertial Profile for Smoothness Paving

Available as specified in the Standard Specifications

20251030_11SD76_430911_EB_0_B_R0.0_R8.1_EXIS

T_HMA(SPRP4-6).ppf

20251030_11SD76_430911_EB_1_B_R0.0_R8.1_EXIS

T_HMA(SPRP1-6).ppf

20251030_11SD76_430911_EB_2_B_R0.0_R8.1_EXIS

T_HMA(SPRP1-5).ppf

20251030_11SD76_430911_EB_3_B_R0.0_R8.1_EXIS

T_HMA(SPRP2-3).ppf

20251030_11SD76_430911_WB_1_B_R8.1_R0.0_EXI

ST_HMA(SPRP7-12).ppf

20251030_11SD76_430911_WB_2_B_R8.1_R0.0_EXI

ST_HMA(SPRP7-12).ppf

20251030_11SD76_430911_WB_3_B_R8.1_R0.0_EXI

ST_HMA(SPRP8-9).ppf

20251030_11SD76_430911_WB_3_B_R8.1_R0.0_EXI

ST_HMA(SPRP10-11).ppf

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 5-1.32:

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

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

6-1.04E Construction Materials

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

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

Al…