08-1M0804 Roadway Excavation and Hot Mix Asphalt (Type A).pdf

Bids open Tuesday, October 6, 2026

Dated August 17, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY

NEAR HESPERIA FROM 1.0 MILE EAST OF WAGON TRAIN ROAD TO HOG

RANCH CREEK BRIDGE

In District 08 On Route 138

Under

Bid book dated August 17, 2026 Standard Specifications dated 2025

Project plans approved June 15, 2026 Standard Plans dated 2025

Identified by

Contract No. 08-1M0804

08-SBd-138-T16.2/R17.4

Project ID 0821000070

Federal-Aid Project

ST-S138(140)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

See section 2-1.04 for mandatory prebid meeting requirements

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

America/Build America for manufactured products.

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

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

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

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

1.03, 7-1.04, and 12.

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

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

See section 2-1.04 for mandatory prebid meeting requirements.

Contract No. 08-1M0804 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

19 EARTHWORK

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

46 GROUND ANCHORS AND SOIL NAILS

53 SHOTCRETE

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

83 RAILINGS AND BARRIERS

DIVISION XI MATERIALS

90 CONCRETE

ii

STANDARD PLANS LIST

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

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

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

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

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

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

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

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

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

A40B Shoulder Rumble Strip Details - Ground-In Indentations

A40D Center Line Rumble Strip Details - Ground-In Indentations

A62A Excavation and Backfill - Miscellaneous Details

A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall

A62F Excavation and Backfill - Metal and Plastic Culverts

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

RSP A76A Concrete Barrier Type 60M

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

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

A77M1 Midwest Guardrail System - Standard Hardware

A77N1 Midwest Guardrail System - Wood Post and Wood Block Details

A77N2 Midwest Guardrail System - Steel Post and Block Details

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

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

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

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

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

RSP A79A1 Transition Railing (Type AGT)

A79A3 Transition Railing (Type AGT) Details

A87B Hot Mix Asphalt Dikes

P74 Pavement Edge Treatments

P75 Pavement Edge Treatments - Overlays

P76 Pavement Edge Treatments - New Construction

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

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

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

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

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

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D75A Steel Pipe Inlets

D75C Pipe Inlets - Ladder and Trash Rack Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D87D Overside Drains

D89B Pipe Culvert Headwalls - Straight and "L"

D93B Drainage Inlet Riser Connections

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

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

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

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

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

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)

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

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

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

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

T51 Temporary Water Pollution Control Details (Temporary Silt Fence)

T53 Temporary Water Pollution Control Details (Temporary Cover)

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T58 Temporary Water Pollution Control Details (Temporary Construction Entrance)

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

T60 Temporary Water Pollution Control Details (Temporary Reinforced Silt Fence)

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

B3-6 Retaining Wall Details No. 2

B11-47 Cable Railing

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS4 Roadside Signs - Typical Installation Details No. 4

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

S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape v

S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

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, October 6, 2026

Dated August 17, 2026

General work description: Roadway excavation and hot mix asphalt (Type A).

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

STATE HIGHWAY IN SAN BERNARDINO COUNTY NEAR HESPERIA FROM 1.0 MILE EAST OF

WAGON TRAIN ROAD TO HOG RANCH CREEK BRIDGE.

District-County-Route-Post Mile: 08-SBd-138-T16.2/R17.4

Contract No. 08-1M0804

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.:

ST-S138(140)

For the Federal training program, the number of trainees or apprentices is 1.

Bids must be on a unit price basis.

Complete the work within 100 working days.

The estimated cost of the project is $10,500,000.

A mandatory prebid meeting is scheduled on August 26, 2026 at 10:00 am at Video conference using Cisco 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 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 100

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 4

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 80

0006 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0007 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0008 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0009 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 70

0010 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4,790

0011 120165 CHANNELIZER (SURFACE MOUNTED) EA 38

0012 120300 TEMPORARY PAVEMENT MARKER EA 210

0013 120320 TEMPORARY BARRIER SYSTEM LF 6,040

0014 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4

0015 129108 TEMPORARY CRASH CUSHION TL-3 EA 9

0016 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 2

0017 130100 JOB SITE MANAGEMENT LS LUMP SUM

0018 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0019 130312 PRE-STORM EVENT INSPECTION REPORT EA 34

0020 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 15

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130331 STORMWATER ANNUAL REPORT EA 3

0022 130560 TEMPORARY SOIL BINDER SQYD 17,000

0023 130570 TEMPORARY COVER SQYD 1,000

0024 130640 TEMPORARY FIBER ROLL LF 7,500

0025 130650 TEMPORARY GRAVEL BAG BERM LF 2,000

0026 130680 TEMPORARY SILT FENCE LF 2,500

0027 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 4

0028 130730 STREET SWEEPING LS LUMP SUM

0029 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0030 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0031 141120 TREATED WOOD WASTE LB 3,640

0032 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0033 148005 NOISE MONITORING LS LUMP SUM

0034 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 5,830

0035 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0036 180106 DUST PALLIATIVE LS LUMP SUM

0037 190101 ROADWAY EXCAVATION CY 14,500

0038 190136 ROADWAY EXCAVATION (DETOUR) CY 1,330

0039 192055 (F) - STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 226

0040 193028 (F) - STRUCTURE BACKFILL (SOIL NAIL WALL) CY 32

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 194001 DITCH EXCAVATION CY 630

0042 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2

0043 210120 DUFF (SQFT) SQFT 149,000

0044 210252 BONDED FIBER MATRIX (SQFT) SQFT 149,000

0045 210270 ROLLED EROSION CONTROL PRODUCT

(NETTING)

SQFT 149,000

0046 210610 COMPOST (CY) CY 920

0047 210630 INCORPORATE MATERIALS SQFT 149,000

0048 260203 CLASS 2 AGGREGATE BASE (CY) CY 1,810

0049 390100 PRIME COAT TON 14

0050 390132 HOT MIX ASPHALT (TYPE A) TON 7,560

0051 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 200

0052 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 750

0053 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 590

0054 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 7

0055 397005 TACK COAT TON 4

0056 398100 REMOVE ASPHALT CONCRETE DIKE LF 720

0057 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3,590

0058 398300 REMOVE BASE AND SURFACING CY 1,380

0059 460300 SOIL NAIL LF 3,437

0060 510092 (F) - STRUCTURAL CONCRETE, HEADWALL CY 22

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 7

0062 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 0.8

0063 048867 (F) - BAR REINFORCING STEEL (SOIL NAIL WALL,

EPOXY COATED)

LB 12,300

0064 018474 SCULPTED SHOTCRETE (WOOD GRAIN) SQFT 126

0065 018475 SCULPTED SHOTCRETE (STACKED BOULDERS) SQFT 1,767

0066 530200 (F) - STRUCTURAL SHOTCRETE CY 120

0067 610401 12" TEMPORARY CULVERT LF 40

0068 665024 24" CORRUGATED STEEL PIPE (.109" THICK) LF 280

0069 665047 48" CORRUGATED STEEL PIPE (.109" THICK) LF 150

0070 703218 18" CORRUGATED STEEL PIPE RISER (.109"

THICK)

LF 13

0071 703239 36" CORRUGATED STEEL PIPE RISER (.109"

THICK)

LF 7

0072 710136 REMOVE PIPE (LF) LF 160

0073 710152 REMOVE HEADWALL EA 2

0074 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 280

0075 710362 CULVERT CONTACT GROUTING CY 46

0076 710366 CONCRETE INVERT PAVING CY 47

0077 721430 CONCRETE (CHANNEL LINING) CY 360

0078 723070 ROCK SLOPE PROTECTION (150 LB, CLASS III,

METHOD B) (CY)

CY 14

0079 723110 ROCK SLOPE PROTECTION (1/2 T, CLASS VII,

METHOD B) (CY)

CY 36

0080 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 96

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 730040 MINOR CONCRETE (GUTTER) (LF) LF 296

0082 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 3,644

0083 780440 PREPARE AND STAIN CONCRETE SQFT 1,036

0084 780445 PREPARE AND STAIN SHOTCRETE SQFT 1,893

0085 780447 STAIN GALVANIZED SURFACES (LF) LF 900

0086 810130 REMOVE DELINEATOR EA 39

0087 810170 DELINEATOR (CLASS 1) EA 39

0088 810190 GUARD RAILING DELINEATOR EA 19

0089 810250 PAVEMENT MARKER (RETROREFLECTIVE-

RECESSED)

EA 250

0090 820110 MILEPOST MARKER EA 4

0091 820112 MARKER (CULVERT) EA 4

0092 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 4

0093 820134 OBJECT MARKER (TYPE P) EA 1

0094 820151 OBJECT MARKER (TYPE L-1) EA 2

0095 820220 REMOVE MARKER EA 11

0096 820250 REMOVE ROADSIDE SIGN EA 26

0097 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 18

0098 820840 ROADSIDE SIGN - ONE POST EA 2

0099 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 88

0100 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 720

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 240

0102 038223 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 295

0103 839521 (F) - CABLE RAILING LF 317

0104 839544 TRANSITION RAILING (TYPE AGT) EA 1

0105 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3

0106 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0107 015165 SEVERE-DUTY CRASH CUSHION TL-3 EA 1

0108 839752 REMOVE GUARDRAIL LF 940

0109 839755 REMOVE CABLE RAILING LF 54

0110 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 85

0111 847104 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

(RECESSED)

LF 5,730

0112 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

015165 SEVERE-DUTY CRASH CUSHION TL-3 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

048867 BAR REINFORCING STEEL (SOIL NAIL WALL, EPOXY COATED) 52

018474 SCULPTED SHOTCRETE (WOOD GRAIN) 53

018475 SCULPTED SHOTCRETE (STACKED BOULDERS) 53

038223 CONCRETE BARRIER (TYPE 60MD MODIFIED) 83

Add to section 1-1.09:

This project is in a freeze-thaw area.

2 BIDDING

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

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

Replace section 2-1.04 with:

2-1.04 MANDATORY VIRTUAL PREBID OUTREACH MEETING

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

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

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

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

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

Bidders and small businesses must register by 10:00 am on August 26, 2026 at:

https://cadot.webex.com/weblink/register/rb47975386c14bb7ae92b4eda6c7fb009

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

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

The successful bidder is required to report each small business hired to work on this Contract as a result of the meeting.

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

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description Included in the Information Handout 1. CA Dept. Fish & Wildlife – EPIMS-SBR-63145-R6

2. SANTA ANA RWQCB – WDID NO. 362026-05

3. Foundation Report for Soil Nail Wall on State Route 138 near Cajon Pass revision dated December 03, 2025

4. Geotechnical Design Report for Curve Revision on State Route 138 Near Cajon Pass

5. Materials Report-Updated-05-19-2025

6. MAX-TENSION Guardrail Terminal Installation Instructions

7. MSKT MASH Tangent Terminal Assembly Instructions

8. SPIG Guardrail End Terminal Installation Manual

9. SoftStop System Tangent End Terminal with 8” Composite Block Installation Manual

10. SoftStop System Tangent End Terminal with 12” Composite Block Installation Manual

11 Survey Monument Perpetuation

12. WARRANTY BOND (DOT TOTE-1)

Available as specified in the Standard Specifications

1. Digital Terrain Model Existing Ground

2. Digital Design Model Finish Grade

3. Digital Datum Model For Structural Section Datum

4. Design Features and Corridor Feature lines

Delete section 2-1.20.

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

5 CONTROL OF WORK

Replace the 2nd and 3rd paragraphs of section 5-1.09A with:

Professionally facilitated project partnering is required.

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

0Q3014 SBd-138- 17.1/19.2

Near Hesperia From 1.9 Mi E/O Rte 15 To 0.1 Mi W/O Summit Post

Office Road

Post construction onsite revegetation, irrigation, non-native plant removal, and monitoring for a total of 3 years post-planting 1M2204 SBd-015-

8.83/20.02 SBd-138-

R15.17/26.48 SBd-173-L1.92

On Sbd 15 From Cherry Avenue Uc (Br 54 0970l/R) To Cleghorn Canyon

Rd. Uc (Br #54 0776l/R), On Sbd 138 From Sr-138/I-15 Separation (Br

#54 0778) To West Fork Mojave River (Br #54 0846), And On Sbd

173 @ Cedar Springs Spillway (Br # 54 0874)

Deck Rehabilitation, Polyester Concrete Overlay, Methacrylate, Replace Bridge Rail, Replace Joint Seals, Approach Slabs, Repair Soffit.

1T5304 SBd-138- 6.6/21

In Co Of Sbd, Fr Rte 2/138 Jct To

0.2 Mile East Of Summit Valley Rd

Repair Flooded Roadway

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.

Replace section 5-1.24 with:

5-1.24 CONSTRUCTION SURVEYS

5-1.24A General

The Department places stakes and marks under the chapter, "Construction Surveys," of the Department's Surveys Manual.

Submit construction staking request for Department-furnished stakes and ensure:

1. Area is cleared and prepared for stakes

2. Request For Construction Staking form is complete with project and contact information, reference alignment, offset and priorities listed, and completion dates

After submittal, the Department starts staking within 2 business days.

The Department will complete the requested staking. The Contractor must plan for the time required by Department surveyors to complete the staking.

Preserve stakes and marks placed by the Department. If the stakes or marks are destroyed the Department replaces them at their earliest convenience and deducts the cost.

5-1.24B Department Construction Surveys for Automated Machine Guidance

The Department will provide a project control referenced to the State Plane Coordinate System compatible with the project datum. These physical points must be used by all positioning system users on the site.

The Department may provide grid coordinates for control points, at acceptable locations provided by the Contractor, where the Contractor can install the Contractor’s global navigation satellite system reference station receiver.

For slope stakes and rough grade stakes, the Department sets 6 survey control points or 2 per mile, whichever is greater.

The Department sets slope stakes and rough grade stakes at:

1. Conform stations

2. Beginning and end of each alignment

3. Midpoint or every 200 feet, whichever results in a greater number of stakes, on a curve of less than

1,500 feet

4. Every 500 feet on tangents and curves of 1,500 feet or more

For final grade, the Department sets stakes under the section, "Final Grade Stakes," of the Department's Surveys Manual, or at your request the Department sets survey control points under the sections, "Automated Machine Guidance (AMG)" and "Supplemental Project Control," of the chapter, "Construction Surveys," of the Department's Surveys Manual at:

1. Conform stations

2. Beginning and end of each alignment

3. Midpoint or every 100 feet, whichever results in the greater number of stakes, on a curve with a radius of 1,200 feet or less

4. Midpoint or every 200 feet, whichever results in the greater number of stakes, on a curve with a radius of more than 1,200 feet

5. Every 200 feet on a tangent

At your request and under the chapter, "Construction Surveys," of the Department's Surveys Manual, the Department provides (1) staking for intersections, clearing, fencing, drainage, curbs, structures, abutment fill, walls, and miscellaneous areas and (2) additional survey control or staking for earthwork in areas where global navigation satellite system coverage is inadequate for AMG.

Replace section 5-1.25 with:

5-1.25 AUTOMATED MACHINE GUIDANCE

5-1.25A General

Automated machine guidance (AMG) must be used by and for the Department to perform earthwork. Any positioning equipment used for AMG must meet accuracy requirements to comply with staking tolerances specified in section titled "Typical Department-Furnished Construction Stakes" in the Department's Surveys Manual.

When requested by the Engineer, furnish the Department with positioning equipment and all equipment needed for grade verification. Global navigation satellite system (GNSS) equipment must be capable of receiving Real Time Kinematic Data Streams in a format that is compatible with the Caltrans Spatial Reference Network.

Requested equipment may include:

1. Total station

2. GNSS base station

3. GNSS rover

4. Electronic devices needed to control equipment provided such as tablets or survey controllers

Accessories and equipment needed to efficiently operate any provided equipment, such as batteries, cables, data radio, poles, tripods, etc.

The Department returns the furnished equipment upon work completion.

Furnishing, maintaining, and repairing equipment for the Department is change order work.

The project survey datum, survey control points, site and equipment calibration, electronic files, inspection methods, conflict resolution, and construction staking needs will be discussed at the preconstruction meeting.

5-1.25B Definitions automated machine guidance: Technology that uses one or more positioning devices, such as GNSS, robotic total stations, or rotating laser levels, to determine line and grade, or control the real-time position of construction equipment using onboard computer equipment.

California Coordinate System of 1983 (CCS83): California Coordinate System as defined in Public Resource Code §8801.

Caltrans Spatial Reference Network: The Department owned and operated GNSS real-time positioning network. This network is used to collect data to be used for the design and construction of transportation improvement projects.

digital construction model: Electronic three-dimensional model of the project’s proposed design infrastructure used by the Contractor's AMG equipment.

digital design model: Electronic three-dimensional model consisting of roadway design elements including alignments, profiles, and cross sections representing the finished grade.

digital terrain model: Electronic three-dimensional model that represents the original ground before job site activities begin.

global navigation satellite system: Constellation of orbiting satellites used to determine the geographic location of a user's receiver on the surface of the earth.

GNSS base station: Single ground-based instrument consisting of a GNSS receiver, antenna, and telemetry equipment that provides GNSS corrections to other GNSS receivers. Base stations can be set up temporarily or permanently constructed. Multiple base stations can be combined into a GNSS real-time network.

GNSS correction service subscription: Subscription service to receive GNSS corrections for GNSS positioning through a private GNSS real-time network. Corrections are typically received via cellular wireless data services.

GNSS real-time network: Satellite-based correction service using a collection of ground-based receivers and a central processing center that provides highly accurate location services to users instantaneously over a broad geographic region.

GNSS rover: Portable GNSS antenna, receiver, rod, and data collector with telemetry equipment for real-time point measurements.

GNSS site calibration: Process that establishes the relationship between the observed control point coordinates and the established control point coordinates that define the project survey datum.

grid: General term for describing cartesian coordinates. For the purposes of this specification, grid references Northing (y) and Easting (x) coordinates based on CCS83.

National Spatial Reference System (NSRS): Nationwide network of vertical and horizontal control monuments in the United States. CCS83 is aligned to the NSRS.

project survey datum: Time-stamped reference to the NSRS, represented by CCS83 defined by geodetic survey control points on the surface of the earth.

robotic total station: Survey instrument capable of tracking an optical target and providing real-time coordinates of the target to the equipment operator and AMG equipment. A robotic total station unit can provide positioning for AMG if site conditions do not allow GNSS receivers to be used and must also be used where a higher accuracy is required than the GNSS provides, such as structural section elements.

5-1.25C Electronic Files

Electronic design files include:

1. Digital terrain model as a TIN surface in DWG format

2. Digital design model representing the finished grade surface as a TIN surface in DWG format

3. Digital datum model representing any roadway prism structural section datum surfaces as a TIN surface in DWG format

4. Design features including the design alignments, profiles, superelevations, catch lines, hinge lines, grade changes, edge of pavement, edge of traveled way, and other elements used to facilitate project design, provided in DWG format

The Department makes electronic design files available as supplemental project information. This information is part of the bid package provided to the Bidders.

You must create the digital construction models (DCM) for use with your AMG system.

Convert the electronic design files to a format compatible with your AMG system.

Digital design model information may not exist for certain project features. The Department places stakes under these circumstances.

The Department provides you with updated electronic data whenever the Engineer determines a plan change materially affects the finished grade. For minor grade changes, the Department may place stakes and marks at the discretion of the Engineer.

5-1.25D Quality Control Plan

Submit an AMG QC plan at least 15 days before starting work requiring AMG. The plan must include the following information:

1. Contract number.

2. Names, professional license numbers, and contact information of each QC Manager in responsible charge of AMG and GNSS site calibration. At least one QC Manager must be licensed to perform land surveying in the State.

3. Limits of the area for which the AMG will be used.

4. Scope of work when AMG is to be used for any of the following work categories:

4.1. Earthwork

4.2. Rough grading

4.3. Subgrade

4.4. Subbase

4.5. Base

4.6. Trench excavation

4.7. Clearing and grubbing

4.8. Curb and gutter

4.9. Cold planing or milling existing pavement

4.10. Paving

4.11. Intelligent compaction

4.12. Concrete barrier

4.13. Finishing roadway

5. Project control plan sheet detailing control points covering the job site, including control points used in the GNSS site calibration.

6. List of GNSS equipment, including:

6.1. Type

6.2. Manufacturer

6.3. Model

6.4. Software version

7. Description of GNSS site calibration or robotic total station quality control validation methods, including:

7.1. List of equipment used for any GNSS site calibration

7.2. GNSS site calibration procedures

7.3. Estimated dates of any GNSS site calibration

7.4. Format of the report of the results of any GNSS site calibration and QC validation measurements, including:

7.4.1. Dates performed

7.4.2. Names of survey control points used in the GNSS site calibration

7.4.3. Difference between the survey control point coordinates and the GNSS site calibration results

7.4.4. GNSS equipment manufacturer and model

7.4.5. Accuracy statement of the GNSS site calibration or QC validation measurements

7.4.6. Name, stamp, and signature of the person in responsible charge of performing the calibration

7.5. Estimated timeframe to submit the results and reports of any GNSS site calibration

7.6. Complete GNSS site calibration report produced by your software

8. List of AMG onboard computer equipment, including:

8.1. Type

8.2. Manufacturer

8.3. Software version

8.4. List of AMG-controlled heavy equipment and what scope of work in which it will be used, including:

8.4.1. Type, e.g., loader or grader

8.4.2. Manufacturer

8.4.3 Model

9. Procedures for AMG-controlled equipment calibration, including:

9.1. Description of equipment calibration procedures

9.2. Frequency of calibration

9.3. Format for recording calibration information

10. Electronic data file control, including:

10.1. Name and contact information of the person responsible for the electronic files

10.2. DCM file-naming convention

10.3. Description of the process that will be used to upload the DCM to the AMG equipment

10.4. Description of the process that will be used whenever updated DCM files are required to be uploaded to the AMG equipment

11. Digital construction models in LandXML format prior to use.

Do not begin work requiring AMG until your plan is authorized.

If QC procedures or personnel change, submit a QC plan supplement describing the change.

5-1.25E Quality Control Personnel

During AMG activities, provide personnel responsible for the following:

1. GNSS site calibration and upload to all positioning equipment

2. Maintenance of GNSS and AMG equipment

3. Documentation of the calibration and maintenance of GNSS equipment

4. Calibration and documentation of AMG equipment following manufacturers guidelines

5. Daily setup and takedown of GNSS and robotic total station components

5-1.25F Just-in-Time Training

Provide at least 8 hours of JIT training on the GNSS rover for up to 3 Department employees. Provide training materials and equipment upon request of the Engineer.

The JIT training must cover the following topics:

1. Background information for the positioning systems to be used

2. Setup and calibration checks for:

2.1. GNSS base station

2.2. GNSS rovers

2.3. Machinery

3. Operation of the positioning equipment, including:

3.1. Setup data collection

3.2. Settings for alignments and profiles

3.3. Onboard display options

4. Demonstration of grade checking using the appropriate positioning equipment

The training is change order work.

5-1.25G Construction

5-1.25G(1) General

If you find a discrepancy in any survey control point, survey stake, or in the electronic data provided, immediately submit an RFI detailing the points and location in question.

5-1.25G(2) Global Navigation Satellite System Site Calibration

Under the responsible charge of a person licensed to practice land surveying in the State, perform a GNSS site calibration to the survey control points that define the project survey datum.

Check each calibration point for accuracy. Submit the GNSS site calibration results within 3 business days of the calibration work. Allow 14 days for the review of the results.

5-1.25G(3) Global Navigation Satellite System Quality Control Validation Methods

Before starting work requiring AMG, conduct daily QC validation for the proper setup of the GNSS or robotic total station equipment. Ensure the GNSS or robotic total station equipment achieves accuracies within:

1. 0.10 foot in both horizontal and vertical directions for rough grading

2. 0.05 foot in horizontal directions and 0.02 foot in vertical directions for final grades

Before starting work, conduct daily QC validation of the AMG equipment and positioning systems.

Submit QC validation results at the end of the project and when requested by the Engineer.

Replace section 5-1.26 with:

5-1.26 GRADE QUALITY CONTROL

Use a global navigation satellite system (GNSS) rover, robotic total station equipment, or a level to check the grades at the frequencies shown in the following table:

Grade Checking Requirements

Type of work Area or distance represented by the grade checking Frequency

(number of grade points) Earthwork for cut and fill slopes ≤15 feet 200 feet 2 Earthwork for cut and fill slopes ˃15 feet 1,000 sq yd 1 Rough grading 1,000 sq yd 1 Trenching 100 feet 6 Subgrade 1 mi 30 Subbase layer 1 mi 50 Base layer 1 mi 100 Curb and gutter 100 feet 6 Concrete barrier 100 feet 5 Finishing roadway 1,000 sq yd 2

Increase the frequency of grade checking of a roadway:

1. Wherever its curve radius is 500 feet or less

2. In areas of a superelevation transition

3. At intersections

Notify the Engineer when an area is ready for line and grade inspection. Submit the grade checking results on a Grade Checking Report form as an informational submittal.

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…