01-0L3804 Rdwy Excavation_ Place HMA and HFST_ Install APC and Concrete Barrier.pdf

Bids open Tuesday, December 8, 2026 Dated October 19, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MENDOCINO COUNTY ABOUT

8 MILES SOUTH OF WILLITS FROM 0.2 MILE NORTH OF RIDGEWOOD

RANCH ROAD TO 0.4 MILE SOUTH OF BLACK BART ROAD

In District 01 On Route 101 Under

Bid book dated October 19, 2026 Standard Specifications dated 2025

Project plans approved June 9, 2026 Standard Plans dated 2025

Identified by Contract No. 01-0L3804

01-Men-101-39.7/40.4 Project ID 0121000105

Federal-Aid Project

NHHS-Q101(461)E

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

Contract No. 01-0L3804 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

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

18 DUST PALLIATIVES

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

49 PILING

DIVISION VII DRAINAGE FACILITIES

69 OVERSIDE DRAINS

DIVISION VIII MISCELLANEOUS CONSTRUCTION

ii

73 CONCRETE CURBS AND SIDEWALKS

80 FENCES

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

96 GEOSYNTHETICS

iii

STANDARD PLANS LIST

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

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

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

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

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

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

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

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20F Pavement Markers and Traffic Lines - Typical Details

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

A24C Pavement Markings - Symbols and Numerals

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

A24H Pavement Markings - Arrows

A40B Shoulder 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

A62F Excavation and Backfill - Metal and Plastic Culverts

A63A Portable Concrete Barrier (Type 60K)

A63B Portable Concrete Barrier (Type 60K)

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades

RSP A76A Concrete Barrier Type 60M

RSP A76AB Concrete Barrier Type 60M Details

RSP A76BA Concrete Barrier Type 60MP iv

A76J Concrete Barrier - Wildlife Passageway (Type MS)

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

A77M1 Midwest Guardrail System - Standard Hardware

A77N2 Midwest Guardrail System - Steel Post and Block Details

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

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

A77N5 Minor Concrete Vegetation Control - Guardrail System

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

A77P5 Midwest Guardrail System - Typical Layouts for Embankments

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

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

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

A86 Barbed Wire and Wire Mesh Fences

A86A Barbed Wire and Wire Mesh Fence Detail on Sharp Break in Grade

A86B Barbed Wire and Wire Mesh Fence Details

A86D Barbed Wire and Wire Mesh Fence - Miscellaneous Details

A87B Hot Mix Asphalt Dikes

P75 Pavement Edge Treatments - Overlays

P76 Pavement Edge Treatments - New Construction

D71 Drainage Inlet Markers

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

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

D72E CIP Drainage Inlets - Types GO and GDO

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

D73E Precast Drainage Inlets - Types GO and GDO

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details v

D77B Grate Details No. 2

D78A Gutter Depressions

D78C Inlet Depressions - Hot Mix Asphalt Shoulders

D87A Corrugated Metal Pipe Downdrain Details

D87C Cable Anchorage System

D87D Overside Drains

D88 Construction Loads on Culverts

D89A Pipe Culvert Headwalls - Straight and "L"

D89B Pipe Culvert Headwalls - Straight and "L"

D94A Metal and Plastic Flared End Sections

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

H1 Landscape and Erosion Control Symbols

H51 Erosion Control Details - Fiber Roll and Compost Sock

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)

T4 Temporary Traffic Screen

T4A Temporary Traffic Screen (Cross Bolt)

T4B Temporary Traffic Screen (Cal F-23)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways

T10A Traffic Control System for Lane Closure on Freeways and Expressways

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

T15 Traffic Control System for Moving Lane Closure on Multilane Highways

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

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

T51 Temporary Water Pollution Control Details (Temporary Silt Fence)

T53 Temporary Water Pollution Control Details (Temporary Cover)

T54 Temporary Water Pollution Control Details (Temporary Erosion Control Blanket)

T55 Temporary Water Pollution Control Details (Temporary Erosion Control Blanket)

T56 Temporary Water Pollution Control Details (Temporary Fiber Roll)

T57 Temporary Water Pollution Control Details (Temporary Check Dam)

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)

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)

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS4 Roadside Signs - Typical Installation Details No. 4

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

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

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

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-2A Electrical Systems (Service Equipment)

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

ES-4D Electrical Systems (Signal Head Mounting)

ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor Details)

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

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

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

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

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

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

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')

ES-16D Electrical Systems (Vehicle Detection System Pole 30' to 40')

CANCELED STANDARD PLANS LIST

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

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Tuesday, December 8, 2026

Dated October 19, 2026

General work description: Rdwy excavation, place HMA and HFST, install APC and concrete barrier.

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

STATE HIGHWAY IN MENDOCINO COUNTY ABOUT 8 MILES SOUTH OF WILLITS FROM 0.2 MILE

NORTH OF RIDGEWOOD RANCH ROAD TO 0.4 MILE SOUTH OF BLACK BART ROAD.

District-County-Route-Post Mile: 01-Men-101-39.7/40.4

Contract No. 01-0L3804

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.:

NHHS-Q101(461)E

For the Federal training program, the number of trainees or apprentices is 6.

Bids must be on a cost+time basis.

Complete the work within the number of working days bid.

Do not bid less than 95 working days and not more than 135 working days.

Do not include permanent erosion control establishment working days in your bid.

Complete the permanent erosion control establishment work within 250 working days.

The estimated cost of the project is $13,700,000.

The Department will receive bids until 2:00 p.m. on the bid open date via Bid Express website. Bids received after this time will not be accepted. For more information refer to the Electronic Bidding Guide at the Office Engineer's website.

The Department will open and publicly read the bids through webcast/teleconference services immediately after the specified closing time.

For bid results go to:

https://ppmoe.dot.ca.gov/cc

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

Present bidders' inquiries to the Department and view the Department's responses at:

https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the Department does not consider these questions as bid protests.

Submit your bid with bidder's security equal to at least 10 percent of the bid.

Prevailing wages are required on this Contract. The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR website, http://www.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located.

The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at https://sam.gov/content/home.

If the minimum wage rates as determined by the United States Secretary of Labor differs from the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors must not pay less than the higher wage rate. The Department does not accept lower State wage rates not specifically included in the federal minimum wage determinations. This includes helper, or other classifications based on hours of experience, or any other classification not appearing in the federal wage determinations. Where federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors must not pay less than the federal minimum wage rate that most closely approximates the duties of the employees in question.

The Department has made available Notices of Suspension and Proposed Debarment from the Federal Highway Administration. For a copy of the notices, go to https://www.dir.ca.gov/dlse/debar.html.

Additional information is provided in the Excluded Parties List System at https://sam.gov/content/home.

Caltrans and the Construction Industry are committed to making partnering the way we do business. For more information, go to https://dot.ca.gov/programs/construction/partnering.

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 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 013804 STATIONARY IMPACT ATTENUATOR VEHICLE

(LS)

LS LUMP SUM

0009 120110 FLASHING ARROW SIGN EA 4

0010 120120 TYPE III BARRICADE EA 18

0011 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 14,400

0012 120165 CHANNELIZER (SURFACE MOUNTED) EA 330

0013 010413 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEMS (LS)

LS LUMP SUM

0014 120320 TEMPORARY BARRIER SYSTEM LF 15,000

0015 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0016 129108 TEMPORARY CRASH CUSHION TL-3 EA 5

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 40

0020 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 80

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130331 STORMWATER ANNUAL REPORT EA 3

0022 130500 TEMPORARY EROSION CONTROL BLANKET SQYD 7,000

0023 130505 MOVE-IN/MOVE-OUT (TEMPORARY EROSION

CONTROL)

EA 12

0024 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 7,000

0025 130570 TEMPORARY COVER SQYD 7,000

0026 130610 TEMPORARY CHECK DAM LF 2,160

0027 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 18

0028 130640 TEMPORARY FIBER ROLL LF 6,800

0029 130650 TEMPORARY GRAVEL BAG BERM LF 700

0030 130670 TEMPORARY REINFORCED SILT FENCE LF 400

0031 130680 TEMPORARY SILT FENCE LF 1,200

0032 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 2

0033 130730 STREET SWEEPING LS LUMP SUM

0034 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0035 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0036 141120 TREATED WOOD WASTE LB 1,710

0037 146001 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 22

0038 146007 INVASIVE SPECIES CONTROL LS LUMP SUM

0039 149001 DUST CONTROL PLAN (NATURALLY OCCURRING

ASBESTOS)

LS LUMP SUM

0040 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 1,440

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0042 190101 ROADWAY EXCAVATION CY 43,300

0043 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 860

0044 190185 SHOULDER BACKING TON 66

0045 198209 SUBGRADE ENHANCEMENT GEOTEXTILE,

CLASS B2

SQYD 6,260

0046 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5

0047 037634 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 251,000

0048 210255 FIBER REINFORCED MATRIX (SQFT) SQFT 251,000

0049 210270 ROLLED EROSION CONTROL PRODUCT

(NETTING)

SQFT 2,350

0050 210350 FIBER ROLLS LF 10,700

0051 210610 COMPOST (CY) CY 60

0052 210630 INCORPORATE MATERIALS SQFT 7,300

0053 211111 PERMANENT EROSION CONTROL

ESTABLISHMENT WORK

LS LUMP SUM

0054 260203 CLASS 2 AGGREGATE BASE (CY) CY 2,550

0055 037164 HIGH FRICTION SURFACE TREATMENT SQYD 13,700

0056 390132 HOT MIX ASPHALT (TYPE A) TON 8,480

0057 391006 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT

INTERLAYER)

TON 3.5

0058 393004 GEOSYNTHETIC PAVEMENT INTERLAYER

(PAVING FABRIC)

SQYD 2,400

0059 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2,370

0060 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 190

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1,300

0062 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 18

0063 397005 TACK COAT TON 35

0064 398100 REMOVE ASPHALT CONCRETE DIKE LF 1,230

0065 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16,900

0066 510092 (F) - STRUCTURAL CONCRETE, HEADWALL CY 24

0067 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 51

0068 610112 24" ALTERNATIVE PIPE CULVERT LF 1,550

0069 610121 36" ALTERNATIVE PIPE CULVERT LF 72

0070 692001 ENTRANCE TAPER EA 2

0071 692309 24" ANCHOR ASSEMBLY EA 4

0072 698140 24" ALTERNATIVE PIPE DOWNDRAIN LF 27

0073 698601 GEOMEMBRANE (WATER BARRIER) SQYD 2,650

0074 700617 DRAINAGE INLET MARKER EA 18

0075 700640 36" CORRUGATED STEEL PIPE INLET (.138"

THICK)

LF 190

0076 705315 24" ALTERNATIVE FLARED END SECTION EA 3

0077 705321 36" ALTERNATIVE FLARED END SECTION EA 1

0078 710118 REMOVE ENTRANCE TAPER EA 2

0079 710132 REMOVE CULVERT (LF) LF 470

0080 710138 REMOVE DOWNDRAIN (EA) EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 710150 REMOVE INLET EA 5

0082 710152 REMOVE HEADWALL EA 4

0083 720110 (F) - SMALL-ROCK SLOPE PROTECTION CY 14

0084 723030 ROCK SLOPE PROTECTION (1/2 T, CLASS VII,

METHOD A) (CY)

CY 290

0085 723070 ROCK SLOPE PROTECTION (150 LB, CLASS III,

METHOD B) (CY)

CY 270

0086 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 58

0087 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 830

0088 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5,980

0089 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 5,473

0090 800051 FENCE (TYPE WM, METAL POST) LF 3,000

0091 803020 REMOVE FENCE LF 2,970

0092 810170 DELINEATOR (CLASS 1) EA 30

0093 810190 GUARD RAILING DELINEATOR EA 74

0094 810250 PAVEMENT MARKER (RETROREFLECTIVE-

RECESSED)

EA 440

0095 820112 MARKER (CULVERT) EA 21

0096 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 6

0097 820220 REMOVE MARKER EA 12

0098 820250 REMOVE ROADSIDE SIGN EA 15

0099 820380 REMOVE SIGN POST EA 3

0100 820470 RESET MILEPOST MARKER EA 2

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 820530 RESET ROADSIDE SIGN EA 2

0102 820610 RELOCATE ROADSIDE SIGN EA 2

0103 820650 RELOCATE SIGN PANEL EA 1

0104 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 240

0105 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 20

0106 820840 ROADSIDE SIGN - ONE POST EA 22

0107 820850 ROADSIDE SIGN - TWO POST EA 1

0108 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 2

0109 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 2,850

0110 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 1,500

0111 038649 WILDLIFE PASSAGE WAY (TYPE MS) EA 32

0112 839521 (F) - CABLE RAILING LF 90

0113 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 8

0114 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 2

0115 839588 BURIED POST END ANCHOR (TYPE B-F) EA 2

0116 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 3

0117 839640 CONCRETE BARRIER (TYPE 60M) LF 3,150

0118 839653 CONCRETE BARRIER (TYPE 60MP) LF 190

0119 839752 REMOVE GUARDRAIL LF 3,080

0120 839774 REMOVE CONCRETE BARRIER LF 3,380

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 140

0122 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 11,300

0123 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 15,700

0124 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 26,900

0125 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 140

0126 846046 6" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 75

0127 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 75

0128 010575 MODIFYING CAMERA SYSTEMS LS LUMP SUM

0129 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0130 018524 MODIFY RADAR SPEED FEEDBACK SIGN

SYSTEM

LS LUMP SUM

0131 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

013804 STATIONARY IMPACT ATTENUATOR VEHICLE (LS) 12

010413 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 12

037634 HYDRAULIC BIOTIC GROWTH MEDIUM 21

037164 HIGH FRICTION SURFACE TREATMENT 37

038649 WILDLIFE PASSAGE WAY (TYPE MS) 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

010575 MODIFYING CAMERA SYSTEMS 87

018524 MODIFY RADAR SPEED FEEDBACK SIGN SYSTEM 87

2 BIDDING

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

The Department makes the following supplemental project information available:

Supplemental Project Information Means Description

Included in the Information Handout 1. PLAC - U.S. Army Corps of Engineers, South Pacific Division, Nationwide Permit No.404, dated July 20,

2. PLAC - California Regional Water Quality Control Board, North Coast Region, Water Quality Certification, WDID No. 1B25142WNME, dated November 14, 2025

3. PLAC - California Department of Fish and Wildlife, 1602 Streambed Alteration Agreement, No. EPMIS- MEN-62518-R1C, dated February 2, 2026

4. Geotechnical Design Report For the Ridgewood Grade Safety Project, dated November 20, 2025

5. Aerially Deposited Lead and Naturally Occurring Asbestos Site Investigation Report, State Route 101 Ridgewood Grade Safety Mendocino County, California, dated July 2023

Available as specified in the Standard Specifications

1. Digital terrain model in DWG format

2. Digital design model in DWG format

3. Digital datum model in DWG format

4. Design features for project design in DWG format

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 01-0K4104 Men-101-41.2/47.8 Near Willits Construct concrete median barrier 01-0N5304 Men-101-41.2/41.4 Near Willits Install water line

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 5-1.24 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.

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.

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 Not used.

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. 0.03 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:

Temporary parking of vehicles, and storage of equipment and materials is not allowed on vegetated areas.

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…