Bids open Tuesday, November 10, 2026

Dated September 21, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MARIN COUNTY IN NOVATO

FROM 0.3 MILE EAST OF ROUTE 37/101 SEPARATION TO 0.2 MILE WEST OF

ATHERTON AVENUE UNDERCROSSING

In District 04 On Route 37

Under

Bid book dated September 21, 2026 Standard Specifications dated 2025

Project plans approved June 30, 2026 Standard Plans dated 2025

Identified by

Contract No. 04-4Q3214

04-Mrn-37-R11.4/13.5

Project ID 0424000193

Federal-Aid Project

NH-P037(221)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

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

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

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

1.03, 7-1.04, and 12.

See 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.

The contract award period has been extended for this project. See section 3-1.04.

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

America/Build America for manufactured products.

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

Contract No. 04-4Q3214 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

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

16 TEMPORARY FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

49 PILING

51 CONCRETE STRUCTURES

51-9 PIPE PINS

52 REINFORCEMENT

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

59 STRUCTURAL STEEL COATINGS

60 EXISTING STRUCTURES

DIVISION VII DRAINAGE FACILITIES

61 GENERAL

65 CONCRETE PIPE

DIVISION VIII MISCELLANEOUS CONSTRUCTION

75 MISCELLANEOUS METAL

ii

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

90 CONCRETE

iii

STANDARD PLANS LIST

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

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

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

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

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

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

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

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

A62F Excavation and Backfill - Metal and Plastic Culverts

RSP A76A Concrete Barrier Type 60M

RSP A76AB Concrete Barrier Type 60M Details

RSP A76BA Concrete Barrier Type 60MP

A76G Concrete Barrier Type 60MS

A78C4 Minor Concrete Vegetation Control - Double Thrie Beam Barrier

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

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

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

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

A78P2 Thrie Beam Barrier (Type M) -Transition to Thrie Beam Rail

RSP A79A1 Transition Railing (Type AGT)

A79A2 Transition Railing (Type AGT) To Thrie Beam Barrier (Type M)

A79A3 Transition Railing (Type AGT) Details

P51 Edge Drain Outlet and Vent Details

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 iv

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

D77A Grate Details No. 1

D77B Grate Details No. 2

D88 Construction Loads on Culverts

D94A Metal and Plastic Flared End Sections

D94B Concrete Flared End Sections

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

RSP D98H Grated Line Drain Details No. 2 - Inlet Connection Details (All Types Except 4" Nominal Width Polymer Concrete)

RSP D98I Grated Line Drain Details No. 3 - (All Types Except 4" Nominal Width Polymer Concrete)

H1 Landscape and Erosion Control Symbols

H51 Erosion Control Details - Fiber Roll and Compost Sock

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

RSP T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

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

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

RSP T13A Traffic Control System - Two Lane Conventional Highways

RSP T24 Mobile Barrier System v

RSP T25 Mobile Barrier System

T53 Temporary Water Pollution Control Details (Temporary Cover)

T54 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)

B0-5 Bridge Details

B0-13 Bridge Details

B6-21 Joint Seals (Maximum Movement Range = 2")

B7-5 Deck Drains

B7-7 Deck Drain - Type D-3

B7-8 Deck Drainage Details

B9-4 Structure Approach - Type EQ (10)

B9-6 Structure Approach - Drainage Details

B11-81 Concrete Barrier Type 842 Details No. 1

RSP B11-82 Concrete Barrier Type 842 Details No. 2

B11-83 Concrete Barrier Type 85 Details No. 1

B11-83A Concrete Barrier Type 85 Details No. 2

B11-84 Concrete Barrier Type 85 Details No. 3

B11-85 Concrete Barrier Type 85 Details No. 4

B11-86 Concrete Barrier Type 85 Details No. 5

B11-87 Concrete Barrier Type 85 Details No. 6

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

RSP S100 Overhead Signs - Versatile Truss, One and Two Post Type

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend) vi

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

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

ES-5A Electrical Systems (Loop Detectors)

ES-5B Electrical Systems (Detectors)

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

ES-8B Electrical Systems (Traffic Pull Box)

ES-11 Electrical Systems (Foundation Installations)

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

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

CANCELED STANDARD PLANS LIST

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

Plan No.

Date

Canceled Plan No.

Date Canceled

Plan No.

Date

Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Tuesday, November 10, 2026

Dated September 21, 2026

General work description: Replace bridge & culverts, HMA, RHMA, Mod lighting & erosion control.

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

STATE HIGHWAY IN MARIN COUNTY IN NOVATO FROM 0.3 MILE EAST OF ROUTE 37/101

SEPARATION TO 0.2 MILE WEST OF ATHERTON AVENUE UNDERCROSSING.

District-County-Route-Post Mile: 04-Mrn-37-R11.4/13.5

Contract No. 04-4Q3214

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-8, C-12, C-61 D-30.

Federal-aid project no.:

NH-P037(221)

For the Federal training program, the number of trainees or apprentices is 25.

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 850 working days.

Complete the work, including plant establishment work, within 1,100 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $190,000,000.

A mandatory prebid meeting is scheduled on October 22, 2026 at 10:00 a.m. at Virtual WebEx Meeting.

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

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

For bid results go to:

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

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

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

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

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

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

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

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

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

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

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

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

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 850

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 22

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 140

0006 090214 SAFETY QUALITY CONTROL MANAGER LS LUMP SUM

0007 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0008 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0009 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0010 120101 TRAFFIC CONTROL SUPERVISOR DAY 750

0011 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 61,300

0012 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 850

0013 038973 TEMPORARY PAVEMENT MARKER

(RETROREFLECTIVE)

EA 550

0014 120320 TEMPORARY BARRIER SYSTEM LF 23,000

0015 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7

0016 017996 MOTORIST INFORMATION PCMS (LS) LS LUMP SUM

0017 129011 MOVABLE BARRIER SYSTEM LS LUMP SUM

0018 129012 MOVABLE BARRIER CRASH CUSHION EA 4

0019 129013 LATERAL SHIFT OF MOVABLE BARRIER EA 2,190

0020 129014 RELOCATE MOVABLE BARRIER LF 7,100

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 129108 TEMPORARY CRASH CUSHION TL-3 EA 9

0022 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 4

0023 130100 JOB SITE MANAGEMENT LS LUMP SUM

0024 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0025 130312 PRE-STORM EVENT INSPECTION REPORT EA 110

0026 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 57

0027 130331 STORMWATER ANNUAL REPORT EA 4

0028 130500 TEMPORARY EROSION CONTROL BLANKET SQYD 4,520

0029 130570 TEMPORARY COVER SQYD 2,800

0030 130610 TEMPORARY CHECK DAM LF 220

0031 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 52

0032 130640 TEMPORARY FIBER ROLL LF 14,800

0033 130650 TEMPORARY GRAVEL BAG BERM LF 1,570

0034 130670 TEMPORARY REINFORCED SILT FENCE LF 25,900

0035 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 3

0036 130730 STREET SWEEPING LS LUMP SUM

0037 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0038 131103 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300

0039 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0040 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE

(HAZARDOUS WASTE)

LF 1,430

0042 141120 TREATED WOOD WASTE LB 69,000

0043 146007 INVASIVE SPECIES CONTROL LS LUMP SUM

0044 018842 TEMPORARY DEWATERING AND NON-STORM

WATER DISCHARGE CONTROL SYSTEM (LS)

LS LUMP SUM

0045 153247 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 60

0046 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 2,800

0047 160220 TEMPORARY CONSTRUCTION MAT (LS) LS LUMP SUM

0048 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0049 190101 ROADWAY EXCAVATION CY 19,600

0050 190185 SHOULDER BACKING TON 200

0051 192020 (F) - STRUCTURE EXCAVATION (TYPE D) CY 350

0052 048428 STRUCTURE EXCAVATION (RETAINING WALL,

TYPE D)

CY 15,850

0053 192502 SAND BEDDING CY 480

0054 193003 (F) - STRUCTURE BACKFILL (BRIDGE) CY 111

0055 049009 EXPANDED POLYSTYRENE GEOFOAM BLOCKS CY 32,750

0056 194001 DITCH EXCAVATION CY 320

0057 198105 LIGHTWEIGHT CELLULAR CONCRETE FILL CY 36,280

0058 198300 SOIL DECOMPACTION SQFT 1,040,000

0059 202040 MYCORRHIZAE INOCULANT LB 410

0060 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 8

0062 210252 BONDED FIBER MATRIX (SQFT) SQFT 70,200

0063 210280 ROLLED EROSION CONTROL PRODUCT

(BLANKET)

SQFT 5,900

0064 210300 HYDROMULCH SQFT 298,000

0065 210350 FIBER ROLLS LF 9,070

0066 210430 HYDROSEED SQFT 298,000

0067 210610 COMPOST (CY) CY 2,410

0068 210630 INCORPORATE MATERIALS SQFT 287,000

0069 260203 CLASS 2 AGGREGATE BASE (CY) CY 3,110

0070 390100 PRIME COAT TON 20

0071 390132 HOT MIX ASPHALT (TYPE A) TON 28,400

0072 013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)

WITH 10% RAP

TON 6,990

0073 390402 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED

(OPEN GRADED FRICTION COURSE)

TON 2,660

0074 394060 DATA CORE LS LUMP SUM

0075 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 86

0076 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6,910

0077 046753 FURNISH 48" STEEL PIPE PILING LF 1,798

0078 046754 DRIVE 48" STEEL PIPE PILE EA 20

0079 490801 STEEL SHEET PILING SQFT 93,524

0080 495103 FURNISH 16" CAST-IN-STEEL SHELL CONCRETE

PILING

LF 3,514

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 495104 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE

PILE

EA 33

0082 495242 DRIVE 84" CAST-IN-STEEL SHELL CONCRETE

PILE

EA 40

0083 495275 FURNISH 84" CAST-IN-STEEL SHELL CONCRETE

PILING

LF 5,139

0084 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 49

0085 500020 PRESTRESSING PRECAST GIRDER LS LUMP SUM

0086 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 3,538

0087 510054 (F) - STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 3,725

0088 510072 (F) - STRUCTURAL CONCRETE, BARRIER SLAB CY 1,190

0089 048484 STRUCTURAL CONCRETE, APPROACH SLAB

(TYPE EQ MODIFIED)

CY 85

0090 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 99

0091 047166 CONCRETE SURFACE TEXTURE (FORMED

RELIEF)

SQFT 770

0092 511106 DRILL AND BOND DOWEL LF 95

0093 048544 FURNISH PRECAST PRESTRESSED CONCRETE

WIDE FLANGE GIRDER (130'-140')

EA 18

0094 048625 FURNISH PRECAST PRESTRESSED CONCRETE

WIDE FLANGE GIRDER (140'-150')

EA 54

0095 048583 FURNISH PRECAST PRESTRESSED CONCRETE

WIDE FLANGE GIRDER (110'-120')

EA 9

0096 512350 FURNISH PRECAST PRESTRESSED CONCRETE

SLAB

SQFT 7,618

0097 048450 FURNISH PRECAST CONCRETE PIER CAP EA 29

0098 512500 ERECT PRECAST PRESTRESSED CONCRETE

GIRDER

EA 81

0099 048985 ERECT PRECAST PRESTRESSED CONCRETE

SLAB

EA 90

0100 048451 ERECT PRECAST CONCRETE PIER CAP EA 29

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 518005 PIPE PIN LB 25,900

0102 519081 JOINT SEAL (MR 1/2") LF 287

0103 519091 JOINT SEAL (MR 1 1/2") LF 94

0104 519102 JOINT SEAL (TYPE AL) LF 728

0105 519204 STRIP JOINT SEAL ASSEMBLY (MR 2 1/2") LF 94

0106 519205 STRIP JOINT SEAL ASSEMBLY (MR 3") LF 94

0107 519206 STRIP JOINT SEAL ASSEMBLY (MR 3 1/2") LF 94

0108 520102 (F) - BAR REINFORCING STEEL (BRIDGE) LB 1,543

0109 048204 BAR REINFORCING STEEL (BRIDGE, EPOXY

COATED)

LB 3,133,100

0110 520120 (F) - HEADED BAR REINFORCEMENT EA 294

0111 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 28,300

0112 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 28,300

0113 568046 REMOVE SIGN STRUCTURE (EA) EA 1

0114 600037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 8,420

0115 600041 FURNISH POLYESTER CONCRETE OVERLAY CF 1,544

0116 600043 (F) - PLACE POLYESTER CONCRETE OVERLAY SQFT 8,420

0117 600097 BRIDGE REMOVAL LS LUMP SUM

0118 600114 BRIDGE REMOVAL (PORTION) LS LUMP SUM

0119 610108 18" ALTERNATIVE PIPE CULVERT LF 2,010

0120 610112 24" ALTERNATIVE PIPE CULVERT LF 80

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 610128 48" ALTERNATIVE PIPE CULVERT LF 170

0122 012409 CONCRETE BACKFILL (PIPE TRENCH) (RAPID

STRENGTH CONCRETE)

CY 50

0123 610401 12" TEMPORARY CULVERT LF 490

0124 610404 24" TEMPORARY CULVERT LF 3

0125 018783 12" TEMPORARY SLOTTED PIPE LF 1,190

0126 641119 30" PLASTIC PIPE LF 20

0127 700617 DRAINAGE INLET MARKER EA 7

0128 703233 GRATED LINE DRAIN LF 820

0129 705311 18" ALTERNATIVE FLARED END SECTION EA 2

0130 710132 REMOVE CULVERT (LF) LF 1,050

0131 710150 REMOVE INLET EA 6

0132 710262 CAP INLET EA 1

0133 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 10

0134 731530 MINOR CONCRETE (TEXTURED PAVING) CY 90

0135 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 12,430

0136 750042 (F) - ISOLATION CASING (CORRUGATED STEEL

PIPE)

LB 15,540

0137 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 125,000

0138 750505 (F) - BRIDGE DECK DRAINAGE SYSTEM LB 14,800

0139 810170 DELINEATOR (CLASS 1) EA 19

0140 810190 GUARD RAILING DELINEATOR EA 27

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 730

0142 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 2

0143 820130 OBJECT MARKER EA 3

0144 820270 REMOVE ROADSIDE SIGN (WOOD POST) EA 17

0145 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 1

0146 820310 REMOVE ROADSIDE SIGN PANEL EA 7

0147 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 480

0148 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 250

0149 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 140

0150 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 60

0151 820840 ROADSIDE SIGN - ONE POST EA 22

0152 820850 ROADSIDE SIGN - TWO POST EA 5

0153 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 3

0154 820870 INSTALL SIGN OVERLAY SQFT 20

0155 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 6

0156 046792 TUBULAR BICYCLE RAILING (MODIFIED) LF 4,722

0157 839314 DOUBLE THRIE BEAM BARRIER (TYPE M) LF 1,110

0158 039033 REMOVE DOUBLE THRIE BEAM BARRIER LF 5,090

0159 010393 CONCRETE BARRIER TRANSITION (TYPE 60MS) LF 75

0160 046732 PEDESTRIAN RAILING LF 2,369

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 839544 TRANSITION RAILING (TYPE AGT) EA 2

0162 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 1

0163 839640 CONCRETE BARRIER (TYPE 60M) LF 4,680

0164 015705 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 2

0165 839641 CONCRETE BARRIER (TYPE 60MA) LF 1,320

0166 839653 CONCRETE BARRIER (TYPE 60MP) LF 22

0167 839745 (F) - CONCRETE BARRIER TRANSITION LF 10

0168 839749 (F) - CONCRETE BARRIER (TYPE 842 MODIFIED) LF 726

0169 839752 REMOVE GUARDRAIL LF 200

0170 839782 REMOVE CRASH CUSHION EA 2

0171 839852 (F) - CONCRETE BARRIER (TYPE 85 MODIFIED) LF 4,737

0172 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 670

0173 016125 PREFORMED THERMOPLASTIC PAVEMENT

MARKING (BIKE LANE MARKING (GREEN))

SQFT 1,260

0174 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 300

0175 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 10,800

0176 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 21,000

0177 846010 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 670

0178 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 2,680

0179 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 30,700

0180 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 12-3)

LF 420

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0181 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 6,500

0182 847222 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 36-12)

LF 3,900

0183 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0184 870200 LIGHTING SYSTEM LS LUMP SUM

0185 048280 1 1/2" CONDUIT (BRIDGE) LS LUMP SUM

0186 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0187 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0188 017079 BIAXIAL GEOGRID (SQYD) SQYD 47,800

0189 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

038973 TEMPORARY PAVEMENT MARKER (RETROREFLECTIVE) 12

017996 MOTORIST INFORMATION PCMS (LS) 12

018842 TEMPORARY DEWATERING AND NON-STORM WATER DISCHARGE

CONTROL SYSTEM (LS)

048428 STRUCTURE EXCAVATION (RETAINING WALL, TYPE D) 19

049009 EXPANDED POLYSTYRENE GEOFOAM BLOCKS 19

013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) WITH 10% RAP 39

046753 FURNISH 48" STEEL PIPE PILING 49

046754 DRIVE 48" STEEL PIPE PILE 49

048484 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ MODIFIED) 51

047166 CONCRETE SURFACE TEXTURE (FORMED RELIEF) 51

048544 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE

GIRDER (130'-140')

048625 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE

GIRDER (140'-150')

048583 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE

GIRDER (110'-120')

048450 FURNISH PRECAST CONCRETE PIER CAP 51

048985 ERECT PRECAST PRESTRESSED CONCRETE SLAB 51

048451 ERECT PRECAST CONCRETE PIER CAP 51

048204 BAR REINFORCING STEEL (BRIDGE, EPOXY COATED) 52

012409 CONCRETE BACKFILL (PIPE TRENCH) (RAPID STRENGTH

CONCRETE)

018783 12" TEMPORARY SLOTTED PIPE 61

046792 TUBULAR BICYCLE RAILING (MODIFIED) 83

039033 REMOVE DOUBLE THRIE BEAM BARRIER 83

010393 CONCRETE BARRIER TRANSITION (TYPE 60MS) 83

046732 PEDESTRIAN RAILING 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

015705 ALTERNATIVE MEDIAN TERMINAL TL-3 83

016125 PREFORMED THERMOPLASTIC PAVEMENT MARKING (BIKE LANE

MARKING (GREEN))

048280 1 1/2" CONDUIT (BRIDGE) 87

017079 BIAXIAL GEOGRID (SQYD) 96

2 BIDDING

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 a minimum of 1 hour before the meeting with:

DUTY SENIOR, DISTRICT 4 OFFICE

E-MAIL: D4.Construction.Duty.Senior@dot.ca.gov

TELEPHONE: (510) 286-5209

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. Revised Foundation Report for Novato Creek Bridge dated July 9, 2026

2. Final Hydraulic Report dated February 10, 2026

3. Asbestos Containing Materials Survey Report

4. Soil and Groundwater Investigation Report

5. Water Quality Information Handout

6. Department Furnished Materials Items Subject to BABA Requirements

7. Warranty Bond Form DOT TOTE1

8. Terminal Systems Installation Instructions

9. Existing Traffic Management System Elements and Their Operational Status List

Available as specified in the Standard Specifications

1. Design Cross Sections

2. Alignments and profiles in LandXML format

3. Bridge as-built drawings

Included with the project plans Logs of Test Borings

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 5-1.14 with:

5-1.14 SAFETY QUALITY CONTROL MANAGER

5-1.14A General

Designate a full-time, on-site safety quality control manager (SQCM) to superintend project safety for the duration of this Contract while work is being performed. The SQCM must not perform other non-safety related work. The SQCM must be available after hours as needed. The SQCM is not required to be on-site during plant establishment period, erosion control establishment period or temporary suspension when no other Contract work is being performed.

Develop a written site-specific safety program (SSSP) that incorporates known hazards associated with the project.

5-1.14A(1) Submittals

Submit a resume of the SQCM 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 SQCM'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. Names of Department authorized entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date

Submit a copy of the SSSP as informational submittals:

1. At least 15 days before starting work

2. At least 48 hours before starting work whenever a revision is made to the SSSP

Submit daily safety status reports within two business days of report date, including completed construction site safety inspection checklists as informational submittals.

5-1.14A(2) Quality Assurance

5-1.14A(2)(a) General

Not Used

5-1.14A(2)(b) Certifications

The SQCM 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 SQCM 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 professional from the National Association of Safety Professionals

5-1.14A(2)(c) Qualifications

The SQCM must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The SQCM must have:

1. Minimum 5 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

2. Knowledge in the area of safety procedures for all types of work being performed on this project

3. Knowledge of Caltrans specifications and plans, Cal/OSHA policy and procedures, and 8 CA Code of Regs safety requirements

The SQCM must have completed safety training and maintain valid certifications for:

1. First aid

2. Cardiopulmonary resuscitation

3. Confined space

4. Fall protection

5-1.14B Responsibilities and Requirements

The SQCM must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The SQCM must:

1. Develop the SSSP

2. Confirm each worker’s compliance with the Cal/OSHA drug testing requirements

3. Conduct the on-site new project orientation for each worker assigned to the project

4. Review the construction work plans for each subcontractor before starting work

5. 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

6. Conduct weekly job site safety meetings

7. Review work schedules, including subcontractors' to ensure adequacy of job hazard analyses and address all safety concerns and issues

8. Ensure safety data sheets are available on-site for all materials and have a hazard communication program for informing workers of material hazards

9. Verify compliance with hazardous waste requirements under section 14-11, including spill prevention and control measures

10. Conduct daily safety inspection of the job site for hazards and compliance with safety requirements in the specifications and 8 CA Code of Regs

11. Document safety inspections at every location where construction activity is active using a construction site safety inspection checklist that includes at a minimum:

11.1. Date

11.2. Name of inspector

11.3. Inspection location

11.4. Construction activity

11.5. Name of foreperson

11.6. Safety topics that include:

11.6.1. General

11.6.2. Housekeeping and sanitation

11.6.3. Fire prevention

11.6.4. Personal protective equipment

11.6.5. Electrical safety

11.6.6. Hand and power tools

11.6.7. Falsework safety

11.6.8. Scaffolding safety

11.6.9. Ladder safety

11.6.10. Excavations and trenches

11.6.11. Heavy equipment

11.6.12. Cranes

11.6.13. Concrete construction

11.6.14. Steel erection

11.6.15. Welding and cutting

11.6.16. HMA or concrete paving

11.6.17. Tunneling

11.6.18. Confined space

11.6.19. Fall protection

12. Ensure that the lane closure traffic control daily report is completed by the traffic control technicians and traffic control daily review report is completed by the traffic control supervisor when a traffic control supervisor is required

13. Review the lane closure traffic control daily reports and traffic control daily review reports for any work zone related safety issues

14. Revise SSSP to include procedures to mitigate hazardous situations identified in construction site safety inspections, lane closure traffic control daily reports, and traffic control daily review reports

15. Investigate any near misses or reported incidents in a timely manner and take appropriate action to prevent similar incidents in the future

16. Report all incidents to the Engineer immediately, including the investigation of any close calls

17. Prepare a daily safety status report that includes:

17.1. Daily construction work activities, including temporary traffic control

17.2. Safety related field activities

17.3. Identified safety deficiencies and corrective actions taken

17.4. Meetings, conversations, and other communications related to safety issues

17.5. Any reported near misses or incidents

18. Submit daily safety status reports to the Contractor's on-site superintendent for submittal to the Engineer

When monitoring work zone, take immediate corrective action and notify the Engineer if an imminent danger is identified.

If the Engineer determines the SQCM is not meeting the intended duties and responsibilities, you must replace the SQCM within 30 days of written notice from the Engineer. If you need to replace the SQCM, notify the Engineer and provide replacement SQCM resume and required certifications at least 15 days before the replacement.

You may submit a secondary SQCM to act on behalf of the designated SQCM during extended shifts, continuous operations, or short-term absences that will not exceed 14 days in duration. The secondary SQCM must meet the same required qualifications and certifications as the designated SQCM.

5-1.14C Payment

Not Used

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 04-2Q5004 Mrn-37-14.5 In Marin County on

Route 37 from PM 14.5 to 14.6, and in Sonoma County, on Route 37 from PM 0.0 to 0.27, Petaluma River Bridge

no. 27-0013.

Upgrade and replace Bridge rail; resurface deck and replace fender system.

FZ1-25-001-A;

Marin County

Project

Mrn-37-12.0 North of the bridge, at

Novato Creek

Deer Island ponds restoration project at Novato Creek.

Restoring duck bill and heron's beak ponds to tidal wetlands.

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 5-1.20C:

This project includes work adjacent to the railroad property as shown on the general plan sheet within the project limits. Do not trespass on the railroad property outside of Caltrans right of way. You are responsible for adhering to the instructions regarding railroad relations found in the Information Handout.

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 between the 6th and 7th paragraph of section 5-1.43E(1)(a):

DRA and DRB meetings may be held either virtually or on-site at the job location upon mutual agreement by the Contractor, the Department, and the DRA or DRB.

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

On-site meetings are held at a physical location and include on-site time, travel time, transportation, lodging, and incidentals for each day or portion thereof.

Virtual meeting includes virtual meeting time, equipment, and incidentals for each hour or portion thereof, either all or part of the DRA and DRB members, with the following requirements:

1. Obtain authorization for virtual meeting 14 days before the meeting

2. Use of Webex, Zoom or MS Teams virtual platforms

Obtain authorization for DRA or DRB members before spending any time on DRA- or DRB- related tasks.

Hourly off-site DRA and DRB related tasks include reviewing the plans, specifications, evaluating positions, preparing recommendations, completing forms, or performing any other off-site DRA- or DRB-related tasks.

Replace section 5-1.43E(1)(i) with:

5-1.43E(1)(i) Payment

Pay the DRA or each DRB member for meeting participation as follows:

1. $250 per hour for agreed hourly off-site DRA- or DRB-related tasks

2. For attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or

DRB-related tasks rate

3. $2,500 per day for each on-site meeting

Department does not pay for (1) DRA- or DRB-work performed after Contract acceptance or (2) cost of preparing for or attending ADR meetings.

The Department pays:

1. $250 per hour for agreed off-site DRA- or DRB-related tasks

2. For each DRA or DRB member attending a virtual off-site meeting with a limit of $1,000 per meeting at hourly off-site DRA-or DRB-related tasks rate

3. $2,500 per DRA on-site meeting

4. Up to $7,500 per DRB on-site meeting

Payment is full compensation for each meeting and off-site DRA- or DRB-related tasks.

The Department does not adjust the unit price for an increase or decrease in the quantity of:

1. DRA on site meeting

2. DRB on site meeting

3. Hourly off-site DRA- or DRB-related task

Within 60 days of receipt of Department's payment, submit copies of associated invoices and supporting documents in the form of a canceled check or bank statement for DRA- or DRB-payment verification.

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

If you fail to submit the form for materials subject to Buy America, the Department may:

1. Withhold from the next progress payment

2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products

Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Detector vehicle, Model 222 two-channel loop detector

2. Controller assemblies for traffic signals, ramp metering, TMS and pedestrian hybrid beacons

3. Modem traffic component, Model 2070-6W wireless Comm modem

4. Individual or axle type scales for materials hauling equipment on bridges

5. Electronics assembly for battery backup systems as follows:

5.1. Inverter/charger unit

5.2. Power transfer relay

5.3. Manually-operated bypass switch

5.4. Battery harness

5.5. Utility interconnect wires

5.6. Battery temperature probe

5.7. Relay contact wires

6. Cabinet traffic controller, Model 334LS cabinet

7. Module traffic control system, Model 2070E

The Department furnishes you with completely wired controller cabinets with auxiliary equipment but without controller unit at Caltrans Maintenance Station, 30 Rickard street, San Francisco, CA 94134. At least 48 hours before you pick up the materials, inform the Engineer of what you will pick up and when you will pick it up.

Replace section 6-1.03B with:

6-1.03B Submittals

6-1.03B(1) General

Not Used

6-1.03B(2) Work Plan

For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).

2. Land use history of the local material location and surrounding property

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

8. Name and address of the analytical laboratory that will perform the chemical analyses

9. Analyses that will be performed for lead and pH

10. Other analyses that will be performed for possible hazardous constituents based on:

10.1. Source property history

10.2. Land use adjacent to source property

10.3. Constituents of concern in the ground water basin where the job site is located

The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.

If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.

6-1.03B(3) Analytical Test Results

At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results of the analytical testing described in the local material plan using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site and the material has met the following criteria:

1. Has a pH above 5.0.

2. Does not contain soluble lead in concentrations equal to or greater than 5 mg/L as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II.

3. Does not contain lead in concentrations above 80 mg/kg total lead.

4. Is not contaminated with the other constituents of concern identified in the local material plan in average concentration (95 percent upper confidence limit) in excess of these constituents' respective San Francisco Bay RWQCB commercial/industrial environmental screening levels ESLs, except for arsenic.

5. Does not exceed the maximum allowed concentration limit table listed in Section 6- 1.03B(4).

2. Chain of custody of samples.

3. Analytical results no older than 1 year.

4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit.

5. Comparison of sample results and 95 percent upper confidence limits to hazardous waste concentration thresholds and the applicable San Francisco Bay RWQCB environmental screening levels (ESLs) given in direct exposure human health risk levels (Table S-1), commercial/industrial:

Shallow soil exposure, under Summary of Soil ESLs tables (2019 Rev 2). The Summary of Soil ESLs tables (2019 Rev 2) can be obtained by sending an email to ESLs.ESLs@waterboards.ca.gov with "Request for ESL Documents" in the subject line.

6-1.03B(4) Sample and Analysis

Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846)

The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.

Before excavating at (1) a noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples, and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:

Minimum Number of Samples and Analytical Tests for Local Material

Maximum volume of imported borrow (cu yd)

Minimum number of samples and analytical tests

< 5,000 8

5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof

10,0…