Bids open Tuesday, November 10, 2026 Dated September 21, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MODOC COUNTY IN ALTURAS

ON ROUTE 299 FROM SPRUCE STREET TO ROUTE 395 AND ON ROUTE 395

FROM 0.9 MILE NORTH OF SOUTH FORK PIT RIVER BRIDGE NO. 03-0052 TO

0.4 MILE SOUTH OF JOSEPH CREEK ROAD

In District 02 On Route 299,395

Under Bid book dated September 21, 2026 Standard Specifications dated 2025

Project plans approved June 25, 2026 Standard Plans dated 2025

Identified by Contract No. 02-0J5904

02-Mod-299,395-40.4/40.6,R17.5/34.0 Project ID 0219000139

Federal-Aid Project

NH-X049(025)

SPECIAL NOTICES

• See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

• See section 2-1.05 for mandatory prebid meeting requirements.

• 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 sections 5-1.20H and 8-1.04C for submittal requirements for Tribal Employment Rights

Ordinance (TERO).

• 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 6-1.01 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.

• 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.

Contract No. 02-0J5904 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

10 GENERAL

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VII DRAINAGE FACILITIES

70 MISCELLANEOUS DRAINAGE FACILITIES

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

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

ii

DIVISION XI MATERIALS

90 CONCRETE

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

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

A24D 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

A40D Center Line Rumble Strip Details - Ground-In Indentations

A40F Rumble Strip Placement at Intersections with Left Turn Pockets, Railroad Crossings, Private Roads, and Major Driveways

A40H Rumble Strip Placement with Gaps for Bicycles

A40J Combined Recessed Traffic Stripe and Rumble Strip Details

A62A Excavation and Backfill - Miscellaneous Details

A62F Excavation and Backfill - Metal and Plastic Culverts

A73A Object Markers

A73B Markers

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

A77N2 Midwest Guardrail System - Steel Post and Block Details iv

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

A77P1 Midwest Guardrail System - Typical Layouts for Embankments

A77P2 Midwest Guardrail System - Typical Layouts for Embankments

A77P3 Midwest Guardrail System - Typical Layouts for Embankments

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure

A77R4 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

A78M1 Thrie Beam Barrier (Type M) - Standard Barrier Railing Section

A78M2 Thrie Beam Barrier (Type M) - Standard Hardware Details

A78M3 Thrie Beam Barrier (Type M) - Post and Block Details

A78P1 Single and Double Thrie Beam Barrier (Type M) - Transition to Midwest Guardrail System

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

A79C2 Departing Transition 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

A88B Curb Ramp and Island Passageway Details

P74 Pavement Edge Treatments

P75 Pavement Edge Treatments - Overlays

D72A CIP Drainage Inlets - Types OS, OL and GOL

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

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

D72E CIP Drainage Inlets - Types GO and GDO

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

D73A Precast Drainage Inlets - Types OS, OL and GOL

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

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

D73E Precast Drainage Inlets - Types GO and GDO

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D78B Inlet Depressions - Concrete Shoulders

D87A Corrugated Metal Pipe Downdrain Details

D89A Pipe Culvert Headwalls - Straight and "L"

D89B Pipe Culvert Headwalls - Straight and "L"

D94A Metal and Plastic 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

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

D97I Corrugated Polyvinyl Chloride Pipe with Smooth Interior - Standard and Positive Joints

D97J Composite Steel Spiral Rib Pipe with Smooth Interior - Standard Joint

H52 Rolled Erosion Control Product

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

T9 Traffic Control System Tables for Lane and Ramp Closures

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

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

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

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

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

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

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

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)

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

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

B11-79 Concrete Barrier Type 836 Details No. 1

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

S89 Roadside Sign - Formed Single Sheet Aluminum Panel

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-2D Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - A Series)

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

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors) vii

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

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

ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor 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-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-8A Electrical Systems (Non-Traffic Pull Box)

ES-8B Electrical Systems (Traffic Pull Box)

ES-11 Electrical Systems (Foundation Installations)

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

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

ES-16B Electrical Systems (Camera Pole 25' to 45')

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, November 10, 2026

Dated September 21, 2026

General work description: Replace AC Surf, RHMA overlay, drainage, curb ramps, & electrical.

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

STATE HIGHWAY IN MODOC COUNTY IN ALTURAS ON ROUTE 299 FROM SPRUCE STREET TO

ROUTE 395 AND ON ROUTE 395 FROM 0.9 MILE NORTH OF SOUTH FORK PIT RIVER BRIDGE NO.

03-0052 TO 0.4 MILE SOUTH OF JOSEPH CREEK ROAD.

District-County-Route-Post Mile: 02-Mod-299,395-40.4/40.6,R17.5/34.0

Contract No. 02-0J5904

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.:

NH-X049(025)

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

Bids must be on a cost+time basis.

Complete the work within the number of working days bid.

Do not bid less than 140 working days and not more than 180 working days.

The estimated cost of the project is $19,100,000.

A mandatory prebid meeting is scheduled on October 5, 2026 at 10:00 a.m. at Virtual - Webex.

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 090105 TIME-RELATED OVERHEAD (LS) LS LUMP SUM

0003 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 5

0004 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 20

0005 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 010413 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEMS (LS)

LS LUMP SUM

0009 120320 TEMPORARY BARRIER SYSTEM LF 2,520

0010 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0011 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0012 129108 TEMPORARY CRASH CUSHION TL-3 EA 12

0013 013357 AUTOMATED FLAGGER ASSISTANCE DEVICE LS LUMP SUM

0014 130100 JOB SITE MANAGEMENT LS LUMP SUM

0015 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0016 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 65

0017 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0018 131103 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 4

0019 131105 WATER QUALITY ANNUAL REPORT EA 2

0020 141120 TREATED WOOD WASTE LB 79,300

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0022 146007 INVASIVE SPECIES CONTROL LS LUMP SUM

0023 153123 REMOVE CONCRETE (SQYD) SQYD 170

0024 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 28,900

0025 190101 ROADWAY EXCAVATION CY 340

0026 190123 ROADWAY EXCAVATION (TOPSOIL) CY 18

0027 190185 SHOULDER BACKING TON 5,240

0028 194001 DITCH EXCAVATION CY 33

0029 198010 IMPORTED BORROW (CY) CY 81

0030 210212 DRY SEED (SQFT) SQFT 23,100

0031 210280 ROLLED EROSION CONTROL PRODUCT

(BLANKET)

SQFT 22,400

0032 210610 COMPOST (CY) CY 4.5

0033 220101 FINISHING ROADWAY LS LUMP SUM

0034 260203 CLASS 2 AGGREGATE BASE (CY) CY 680

0035 390025 SEGMENT CORRECTION EA 60

0036 390095 REPLACE ASPHALT CONCRETE SURFACING CY 2,180

0037 390132 HOT MIX ASPHALT (TYPE A) TON 1,980

0038 390136 MINOR HOT MIX ASPHALT TON 0.5

0039 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 31,300

0040 394060 DATA CORE LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10

0042 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 730

0043 397005 TACK COAT TON 79

0044 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 61,800

0045 510092 (F) - STRUCTURAL CONCRETE, HEADWALL CY 15

0046 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 25

0047 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 6

0048 610112 24" ALTERNATIVE PIPE CULVERT LF 380

0049 610117 30" ALTERNATIVE PIPE CULVERT LF 80

0050 610121 36" ALTERNATIVE PIPE CULVERT LF 79

0051 641107 18" PLASTIC PIPE LF 39

0052 665017 18" CORRUGATED STEEL PIPE (.079" THICK) LF 15

0053 665024 24" CORRUGATED STEEL PIPE (.109" THICK) LF 6

0054 692309 24" ANCHOR ASSEMBLY EA 10

0055 698140 24" ALTERNATIVE PIPE DOWNDRAIN LF 70

0056 702600 DOWNDRAIN ENERGY DISSIPATOR EA 2

0057 014912 42" WELDED STEEL PIPE TRENCHLESS

INSTALLATION METHOD

LF 210

0058 705315 24" ALTERNATIVE FLARED END SECTION EA 1

0059 710100 ABANDON CULVERT (EA) EA 5

0060 710132 REMOVE CULVERT (LF) LF 570

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 710150 REMOVE INLET EA 1

0062 710152 REMOVE HEADWALL EA 7

0063 710240 MODIFY INLET EA 10

0064 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 210

0065 710366 CONCRETE INVERT PAVING CY 11

0066 710370 SAND BACKFILL CY 140

0067 710380 18" CURED-IN-PLACE PIPELINER LF 90

0068 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 6

0069 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 22

0070 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 76

0071 730010 MINOR CONCRETE (CURB) (LF) LF 870

0072 018613 MINOR CONCRETE (CROSS GUTTER) CY 48

0073 730070 DETECTABLE WARNING SURFACE SQFT 1,250

0074 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 4.1

0075 731623 MINOR CONCRETE (CURB RAMP) CY 220

0076 731780 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 1,240

0077 731840 REMOVE CONCRETE (CURB AND GUTTER) LF 1,930

0078 733000 PRE/POST CONSTRUCTION SURVEYS EA 56

0079 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 3,945

0080 039930 ADJUST UTILITY COVER TO GRADE EA 93

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 780258 ADJUST MANHOLE FRAME AND COVER

(UTILITY)

EA 41

0082 803100 RECONSTRUCT FENCE LF 48

0083 810120 REMOVE PAVEMENT MARKER EA 960

0084 810180 DELINEATOR (CLASS 2) EA 8

0085 810250 PAVEMENT MARKER (RETROREFLECTIVE-

RECESSED)

EA 1,310

0086 820112 MARKER (CULVERT) EA 24

0087 820151 OBJECT MARKER (TYPE L-1) EA 48

0088 820220 REMOVE MARKER EA 45

0089 820270 REMOVE ROADSIDE SIGN (WOOD POST) EA 46

0090 820310 REMOVE ROADSIDE SIGN PANEL EA 56

0091 820330 REMOVE ROADSIDE SIGN (STEEL POST) EA 35

0092 820550 RESET ROADSIDE SIGN (METAL POST) EA 17

0093 820620 RELOCATE ROADSIDE SIGN (METAL POST) EA 5

0094 820720 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 72

0095 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 840

0096 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 150

0097 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 220

0098 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 680

0099 820840 ROADSIDE SIGN - ONE POST EA 62

0100 820850 ROADSIDE SIGN - TWO POST EA 23

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 12

0102 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 57

0103 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 850

0104 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 3,440

0105 839305 SINGLE THRIE BEAM BARRIER (TYPE M) LF 38

0106 048948 (F) - CONCRETE BARRIER TRANSITION

(STRUCTURE)

LF 204

0107 839544 TRANSITION RAILING (TYPE AGT) EA 10

0108 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 16

0109 839588 BURIED POST END ANCHOR (TYPE B-F) EA 2

0110 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 2

0111 839752 REMOVE GUARDRAIL LF 4,150

0112 839774 REMOVE CONCRETE BARRIER LF 42

0113 840505 6" THERMOPLASTIC TRAFFIC STRIPE LF 1,840

0114 840515 THERMOPLASTIC PAVEMENT MARKING SQFT 4,800

0115 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 540

0116 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 1,120

0117 847104 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

LF 274,000

0118 847118 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

LF 1,820

0119 847126 THERMOPLASTIC CROSSWALK AND PAVEMENT

MARKING (ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

SQFT 5,770

0120 847198 CONTRAST STRIPE THERMOPLASTIC LF 1,400

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0122 870600 TRAFFIC MONITORING STATION SYSTEM LS LUMP SUM

0123 015568 MODIFYING HIGHWAY ADVISORY RADIO

SYSTEMS

LS LUMP SUM

0124 037568 RECTANGULAR RAPID FLASHING BEACON

SYSTEMS

LS LUMP SUM

0125 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0126 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0127 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

010413 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 12

013357 AUTOMATED FLAGGER ASSISTANCE DEVICE 12

014912 42" WELDED STEEL PIPE TRENCHLESS INSTALLATION METHOD 70

018613 MINOR CONCRETE (CROSS GUTTER) 73

039930 ADJUST UTILITY COVER TO GRADE 78

048948 CONCRETE BARRIER TRANSITION (STRUCTURE) 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

015568 MODIFYING HIGHWAY ADVISORY RADIO SYSTEMS 87

037568 RECTANGULAR RAPID FLASHING BEACON SYSTEMS 87

Add to section 1-1.09:

This project is in a freeze-thaw area.

2 BIDDING

Replace section 2-1.04 with:

2-1.04 PREBID OUTREACH MEETING

Reserved.

Replace section 2-1.05 with:

2-1.05 MANDATORY VIRTUAL PREBID MEETING

The Department will conduct a mandatory virtual prebid meeting for this contract. The purpose of the mandatory virtual prebid meeting is to provide information about requirements for the TERO Highway Construction Permit (THCP) and historic structures mitigation measures.

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

Bidders questions will be tentatively answered during the meeting and after the meeting. The official questions and answers will be posted on the Department’s Bidders Inquiries site https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries.

Each bidder must attend the mandatory virtual prebid 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 mandatory virtual prebid meeting.

Bidders must register for the mandatory virtual prebid meeting by 4:00PM the second Friday following advertisement at https://tinyurl.com/AlturasCAPM-MPB.

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

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 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. PLAC - U.S. Army Corps of Engineers, Sacramento District, Non-Reporting Nationwide Permit No. 3, dated March 15, 2026

2. PLAC - U.S. Army Corps of Engineers, Final 2026 Nationwide Permit (NWP) Regional Conditions for the State of California

3. PLAC - California Regional Water Quality Control Board, Central Valley Region, Water Quality Certification, WDID No. 5A25CR00069, dated December 16, 2025

4. PLAC - California Department of Fish and Wildlife, 1602 Streambed Alteration Agreement, No. EPIMS- MOD-60031-R1, dated May 11, 2026

5. PLAC - Pit River Tribe TERO Memorandum of Understanding (MOU) with TERO Highway Construction Permit (THCP) Application

6. PLAC - Alturas Public Works Department, Encroachment Permit No. 26-013, dated November 18, 2025

7. Railroad Coordination Requirements

8. California Department of Fish and Wildlife Aquatic

Invasive Species Decontamination Protocol, dated October 3, 2022

9. Geotechnical Design Report

10. Tunnel Safety Orders

11. TMS Element Operational Status Certified List

12. Semipermanent Reference Points

13. Department Furnished Materials and Expenses

(DFME) Items Subject to Buy America Available as specified in the Standard Specifications

1. Digital terrain model in 3D DGN or LandXML format

2. Alignments and profiles in LandXML format

3. Digital design model in LandXML format

4. Pavement smoothness data (.ppf)

5. 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 02-3K7604 Mod-395-VAR In Modoc County near

Alturas at various locations from 0.4 Mile north of Lassen County line to Oregon state line

Rumble strips

02-3K4204 Mod-395-39.9/47.0 In Modoc County at and near Davis Creek from County Road 133A to 0.3 mile north of County Road 133C

Overlay

02-2J8404 Mod-299-VAR In Modoc County at various locations

Intelligent Transportation System

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 5-1.20B(1):

The Department will communicate with PLAC agencies unless communication between you and the PLAC agency is authorized.

Replace section 5-1.20H with:

5-1.20H Tribal Employment Rights Ordinance Requirements Complete the Pit River Tribe TERO Highway Construction Permit (THCP) Application included in the Information Handout. Within 15 days after Contract approval, submit the completed application to the Tribe. Provide a copy of the submitted application to the Engineer.

The Pit River Tribe TERO Office has 30 days to return the executed THCP to you. Inform the Tribe TERO Officer of this contract requirement at the time you submit the THCP Application.

Submit the executed THCP to the Engineer within 10 days after you receive it from the Tribe.

If the Engineer authorizes a subcontractor substitution, immediately update and resubmit the THCP Application to the Tribe TERO Office.

The Pit River Tribe TERO Office has 3 days to return the updated executed THCP to you. Inform the Tribe TERO Officer of this contract requirement at the time you resubmit the THCP Application.

Submit the updated executed THCP to the Engineer within 2 days after you receive it from the Tribe.

Replace section 5-1.20I with:

5-1.20I Railroad Flagging 5-1.20I(1) General 5-1.20I(1)(a) Summary Section 5-1.20I includes specifications for providing railroad flagging services at the railroad location shown. The project involves work on or in the near vicinity of railroad or highway crossing DOT #749074P, 857423U, 857424B, RMP 458.129-458.466, Modoc subdivision, involving the Union Pacific Railroad Company (UPRR) Project number 800643.

Comply with the documents titled “Railroad Coordination Requirements” in the Informational Handout.

See section 5-1.20C for any additional railroad requirements.

5-1.20I(1)(b) Definitions Not Used

5-1.20I(1)(c) Submittals Submit weekly logs identifying railroad flaggers’ names, hours flagged and date of flagging. Submit each week’s log by the following Monday. The Department will notify you within 5 business days if there is disagreement with the weekly log information

Submit copies of the railroad flagging company’s invoices and proof of your payments. The Department will not compensate you without receiving the required documentation.

Prior to requesting Contract acceptance, submit a notarized confirmation statement from each flagging service company used that states they have no outstanding billing due and have received payment for their services on this project. The Department does not provide Contract acceptance when there are unpaid flagging services remaining.

5-1.20I(1)(d) Quality Assurance Not Used

5-1.20I(2) Materials Not Used

5-1.20I(3) Construction 5-1.20I(3)(a) General Notify the Engineer and UPRR representative of the following:

1. The date and time of mandatory preconstruction meeting

2. Your notice to proceed with the work, provided a minimum of 30 days in advance of work to be performed within the railroad right of way

3. Work or equipment to be located within 25 feet of or above a railroad track, a minimum of 45 days in advance of such work

The contact information for the UPRR representative for this project is found in the Information Handout.

Meet with the Engineer and UPRR representative at a mandatory preconstruction meeting to be held a minimum of 21 days prior to the start of jobsite activities. Discuss the work to be performed including your means and methods. Discuss requirements for coordination and scheduling railroad flagging, including notifications of potential changes in scheduled work.

Within the notification of work in proximity of the railroad, include the type of work to be performed and equipment to used. You will be notified by the railroad representative of flagging requirements, including number of flaggers required within 30 days of your notification. You are responsible to notify the Engineer, UPRR representative and railroad flagging company of changes in your work to be performed that may change flagging needs. These notifications must be made a minimum of 10 days in advance of the changed work.

Comply with the railroad’s published policy found at https://www.up.com/real-estate/third-party-flagging for scheduling railroad flagging.

Securing flagging services will not relieve you of your responsibilities or liabilities pertaining to UPRR.

Comply with the Railroad Coordination Requirements of the Information Handout.

5-1.20I(3)(b) Flagging Services Unless otherwise provided in writing by the UPRR representative, railroad flagging services will be required when your personnel or equipment will be:

1. Within 25 feet of a railroad track

2. Operating above a railroad track

3. Operating in the vicinity of the railroad track that may affect railroad operations, such as crane usage

4. Creating an intrusion into the track zone that creates an extraordinary hazard to railroad traffic

5. Operating in proximity to the railroad, as described in your notice to the railroad representative, that requires assigned flagging services as deemed necessary by the UPRR representative

You must coordinate flagging services with the UPRR representative, flagging services subcontractor, and the Engineer, for your work that may require railroad flagging. Include the following information on each notification, submittal or written correspondence with UPRR:

1. Railroad or highway DOT #

2. Railroad milepost

3. Railroad subdivision

4. UPRR folder number

The railroad representative will make the final decision of flagging needs based on your description of your work activities, personnel and equipment in your notification and actual field operations. If your operations are delayed because an insufficient number of flagging personnel are scheduled due to description of work in the notification not aligning with actual field operations, you will be responsible for your delay costs.

You must comply with requirements for flagging services as identified within the Contractor’s Right of Entry Agreement issued by UPRR. You are responsible for any costs associated with failure to comply with these requirements. If UPRR or the flagging service bills you for expenses incurred for your failure to comply, you must pay such bills within 30 days of bill receipt. The Department does not reimburse those costs incurred for your failure to comply.

You are responsible for direct and timely payment of undisputed flagging services provided by the UPRR approved railroad flagging subcontractor. The Department reimburses you these costs upon your submittal of required documentation and proof of your payment.

The Engineer and UPRR representative will monitor your operations for compliance with required flagging services. Failure to comply with flagging service requirements may result in your removal from railroad property until you demonstrate compliance intent. If additional flagging requirements are instituted by UPRR due to your noncompliance, you will bear responsibility for compliance with the additional requirements including additional direct cost and indirect cost impacts. The Department does not reimburse your additional costs.

It is anticipated this project will require approximately 10 days of railroad flagging service.

Select a flagging service subcontractor from the following list of UPRR approved railroad flagging companies:

1. RailPros, email: mail:UP.info@railpros.com, phone: (877) 315-0513, ext. 116

2. National Railroad Safety Services, email: UP.request@nrssinc.net, phone: (877) 984-6777

5-1.20I(3)(c) Railroad Operations Normal train operations over the crossing or through the project consists of 3 freight trains and 0 passenger trains daily with a maximum timetable speed of 10-20 mph. Specific details regarding train operations may be obtained by consulting with the UPRR Manager of Track Maintenance (MTM) Carl McConathy by phone at 541-238-4402, CRMCCONA@up.com.

5-1.20I(4) Payment Payment for flagging services will be compensated under section 9-1.05.

Add between the 2nd and 3rd paragraphs of section 5-1.36C(3):

Installation of the utilities shown in the following table requires coordination with your activities. Make the necessary arrangements with the utility company through the Engineer and submit a schedule:

1. Verified by a representative of the utility company

2. Allowing at least the time shown for the utility owner to complete its work

Utility Relocation and Contractor-Arranged Time for the Relocation Utility Utility address Location Working days

Pacific Power 1950 Mallard Lane Klamath Falls, OR 97601

TMS at post mile 23.040

Rectangular rapid flashing beacon system at Rte 395 & North St.

Rectangular rapid flashing beacon system at Rte 395 & 8th St.

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

Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Camera pole 40. Anchor bolts are not included.

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.