04-1Q76U4 Replace Bridge_ Widen Rdwy_ Railroad_ Drainage_ Elect and Landscape.pdf

Bids open Wednesday, November 18, 2026 Dated October 5, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SONOMA COUNTY AT SEARS

POINT ON ROUTE 37 FROM 0.2 MILE WEST OF ROUTE 121 TO 0.9 MILE EAST

OF TOLAY CREEK BRIDGE AND ON ROUTE 121 FROM ROUTE 37 TO 0.2

MILE NORTH OF ROUTE 37

In District 04 On Route 37, 121 Under

Bid book dated October 5, 2026 Standard Specifications dated 2025

Project plans approved August 14, 2026 Standard Plans dated 2025

Identified by Contract No. 04-1Q76U4

04-Son-37, 121-3.7/4.9, 0.0/0.2 Project ID 0424000414

Federal-Aid Project

NH-X097(046)

6204(139)

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.

• 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. 04-1Q76U4 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

10 GENERAL

11 WELDING

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

16 TEMPORARY FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

48 TEMPORARY STRUCTURES

49 PILING

51 CONCRETE STRUCTURES

51-9 PIPE PINS

52 REINFORCEMENT

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

60 EXISTING STRUCTURES

DIVISION VII DRAINAGE FACILITIES

62 STORMWATER TREATMENT

ii

66 CORRUGATED METAL PIPE

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

78 INCIDENTAL CONSTRUCTION

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

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) A10F Legend - Soil (Sheet 1 of 2) A10G Legend - Soil (Sheet 2 of 2) A10H Legend - Rock 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 A24D Pavement Markings - Words A24E Pavement Markings - Words A24F Pavement Markings - Crosswalks A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details A24H Pavement Markings - Arrows A40B Shoulder Rumble Strip Details - Ground-In Indentations A40C Edge Line Rumble Strip Details - Ground-In Indentations A40D Center Line Rumble Strip Details - Ground-In Indentations A40E Rumble Strip Placement at Freeway Exit Ramps, Freeway Entrance Ramps, and

Intersections A40F Rumble Strip Placement at Intersections with Left Turn Pockets, Railroad

Crossings, Private Roads, and Major Driveways A62A Excavation and Backfill - Miscellaneous Details iv

A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall A62C Limits of Payment for Excavation and Backfill - Bridge A62D Excavation and Backfill - Concrete Pipe Culverts A62F Excavation and Backfill - Metal and Plastic Culverts A73A Object Markers A73B Markers A73C Delineators, Channelizers and Barricades RSP A76A Concrete Barrier Type 60M RSP A76AB Concrete Barrier Type 60M Details A76AC Concrete Barrier Type 60M Transition to Concrete Barrier Type 50 RSP A76BA Concrete Barrier Type 60MP RSP A76BB Concrete Barrier Type 60PR A76G Concrete Barrier Type 60MS A76HA Concrete Barrier Type 60MS Connection to Crash Cushion A76K Concrete Barrier - Wildlife Passageway (Type MM) A77L1 Midwest Guardrail System - Standard Railing Section (Wood Post with Wood

Block) A77L2 Midwest Guardrail System - Standard Railing Section (Steel Post with Notched

Wood or Notched Recycled Plastic Block) A77L4 Midwest Guardrail System - Transition to Metal Beam Guardrail A77M1 Midwest Guardrail System - Standard Hardware A77N1 Midwest Guardrail System - Wood Post and Wood Block Details A77N2 Midwest Guardrail System - Steel Post and Block Details A77N3 Midwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset

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

Delineation Details A77N5 Minor Concrete Vegetation Control - Guardrail System A77N5A Minor Concrete Vegetation Control - Guardrail System - Narrow Vegetation Control

Installation A77N6 Minor Concrete Vegetation Control - Guardrail System for Terminal System End

Treatments A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach A77N8 Minor Concrete Vegetation Control - Guardrail System at Fixed Object A77N9 Minor Concrete Vegetation Control - Guardrail System at Fixed Object A77N10 Minor Concrete Vegetation Control - Guardrail System at Fixed Object A77N11 Minor Concrete Vegetation Control - Guardrail System - Miscellaneous Details A77P1 Midwest Guardrail System - Typical Layouts for Embankments RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure v

A77Q5 Midwest Guardrail System - Typical Layouts for Structure Departure A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects RSP A77S1 Midwest Guardrail System - End Anchor Assembly (Type SFT - M) RSP A79A1 Transition Railing (Type AGT) A79A3 Transition Railing (Type AGT) Details A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks A79C1 Transition Railing (Type AGT) Connections to Abutments and Walls A79C2 Departing Transition Connections to Abutments and Walls A87B Hot Mix Asphalt Dikes D72A CIP Drainage Inlets - Types OS, OL and GOL D72B CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D72C CIP Drainage Inlets - Types G1, G2, G3, G4, G5 and G6 D72F CIP Drainage Inlet Notes D72G CIP Drainage Inlet Tables D74 Drainage Inlet Details D75B Concrete Pipe Inlets D75C Pipe Inlets - Ladder and Trash Rack Details D77A Grate Details No. 1 D77B Grate Details No. 2 D83A Precast Reinforced Concrete Box Culvert D83B Precast Reinforced Concrete Box Culvert - Miscellaneous Details D84 Box Culvert Wingwalls - Types A, B and C D87D Overside Drains D94B Concrete Flared End Sections D97A Corrugated Metal Pipe Coupling Details No. 1 - Annular Coupling Band, Bar and

Strap, and Angle Connections D98A Slotted Corrugated Steel Pipe Drain Details D98B Slotted Corrugated Steel Pipe Drain Details 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 H2 Landscape Details H3 Landscape Details H51 Erosion Control Details - Fiber Roll and Compost Sock H52 Rolled Erosion Control Product vi

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 T11 Traffic Control System for Lane Closure on Multilane Conventional Highways RSP T13 Traffic Control System with Reversible Control on Two Lane Conventional

Highways RSP T13A Traffic Control System - Two Lane Conventional Highways RSP T13B Traffic Control System - Two Lane Conventional Highways RSP T13C Traffic Control System - Two Lane Conventional Highways T18 Traffic Control System - Construction Work Zone Speed Limit Reduction on

Freeways and Expressways T19 Traffic Control System - Construction Work Zone Speed Limit Reduction on

Conventional Highways T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details T22 Traffic Control System for Construction Work Zone Speed Limit Reduction on Two

Lane Conventional Highways 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) vii

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) B0-1 Bridge Details B0-3 Bridge Details B0-5 Bridge Details B0-13 Bridge Details B2-5 Pile Details - Class 90 and Class 140 B2-8 Pile Details - Class 200 B3-5 Retaining Wall Details No. 1 B3-6 Retaining Wall Details No. 2 B6-21 Joint Seals (Maximum Movement Range = 2") B7-1 Box Girder Details B7-8 Deck Drainage Details B7-11 Utility Details B9-1 Structure Approach - Type N (30) B9-5 Structure Approach - Slab Details B9-6 Structure Approach - Drainage Details B11-81 Concrete Barrier Type 842 Details No. 1 B11-220 California Bridge Rail ST-75, ST-75SW, ST-76, and ST-76SW Post and Rail

Details 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 S82 Roadside Laminated Sign - Single or Multiple Panel (Type B, 1" Thick) S85 Seam Closure, "H" Section Extrusion and Post Spacing Tables (Multi-Horizontal

Laminated Panel Aluminum Signs) S86 Laminated Panel Details (Extrusions for Type A, B, and H Panels) S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape S95 Roadside Single Sheet Aluminum Signs, Diamond Shape ES-1A Electrical Systems (Legend) ES-1B Electrical Systems (Legend) ES-1C Electrical Systems (Legend) viii

ES-2B 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-3F Electrical Systems (Telephone Demarcation Cabinet, Type C) ES-4A Electrical Systems (Signal Head Mounting) ES-4C Electrical Systems (Signal Heads and Mountings) ES-4D Electrical Systems (Signal Head Mounting) ES-4E Electrical Systems (Signal Heads) ES-5A Electrical Systems (Loop Detectors) ES-5B Electrical Systems (Detectors) ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole

Details) ES-6A Electrical Systems (Lighting Standard, Types 15 and 21) ES-6B Electrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type 21, Barrier Rail Mounted) ES-6D Electrical Systems (Lighting Standard, Types 15D and 21D, Double Luminaire

Mast Arm) ES-6E Electrical Systems (Lighting Standard, Types 30 and 31) ES-6F Electrical Systems (Lighting Standard, Slip Base Plate) ES-7A Electrical Systems (Signal and Lighting Standard, Type TS, and Type 2 Post) ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment

Identification Characters) ES-7D Electrical Systems (Signal and Lighting Standard, Case 2 Signal Mast Arm

Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 15' to 30') ES-7E Electrical Systems (Signal and Lighting Standard, Case 3 Signal Mast Arm

Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 15' to 45') ES-7H Electrical Systems (Signal and Lighting Standard, Case 5 Signal Mast Arm

Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 60' to 65') ES-7K Electrical Systems (Flashing Beacon with Type 9, 9A and 9B Sign) ES-7L Electrical Systems (Flashing Beacon with Type 9, 9A and 9B Sign) ES-7N Electrical Systems (Signal and Lighting Standard, Details No. 2) ES-8A Electrical Systems (Non-Traffic Pull Box) ES-8B Electrical Systems (Traffic Pull Box) ES-8C Electrical Systems (Vaults) ES-8D Electrical Systems (Vaults) ES-10B Electrical Systems (Isofootcandle Curves) 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') ix

CANCELED STANDARD PLANS LIST

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

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Wednesday, November 18, 2026

Dated October 5, 2026

General work description: Replace bridge, widen Rdwy, railroad, drainage, Elect and landscape.

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

STATE HIGHWAY IN SONOMA COUNTY AT SEARS POINT ON ROUTE 37 FROM 0.2 MILE WEST OF

ROUTE 121 TO 0.9 MILE EAST OF TOLAY CREEK BRIDGE AND ON ROUTE 121 FROM ROUTE 37

TO 0.2 MILE NORTH OF ROUTE 37.

District-County-Route-Post Mile: 04-Son-37, 121-3.7/4.9, 0.0/0.2

Contract No. 04-1Q76U4

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.

Federal-aid project no.:

NH-X097(046)

6204(139)

For the Federal training program, the number of trainees or apprentices is 24.

Bids must be on a unit price basis.

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

Complete the work, including plant establishment work, within 1,350 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $120,000,000.

A mandatory prebid meeting is scheduled on November 3, 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 1,100

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 24

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 80

0006 090214 SAFETY QUALITY CONTROL MANAGER LS LUMP SUM

0007 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0008 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0009 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 126

0010 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2,260

0011 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 60,700

0012 120165 CHANNELIZER (SURFACE MOUNTED) EA 220

0013 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 180

0014 120300 TEMPORARY PAVEMENT MARKER EA 740

0015 120320 TEMPORARY BARRIER SYSTEM LF 13,300

0016 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 11

0017 017996 MOTORIST INFORMATION PCMS (LS) LS LUMP SUM

0018 129108 TEMPORARY CRASH CUSHION TL-3 EA 15

0019 129150 TEMPORARY TRAFFIC SCREEN LF 13,300

0020 130100 JOB SITE MANAGEMENT LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0022 130312 PRE-STORM EVENT INSPECTION REPORT EA 190

0023 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 116

0024 130331 STORMWATER ANNUAL REPORT EA 6

0025 130500 TEMPORARY EROSION CONTROL BLANKET SQYD 8,000

0026 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 2,730

0027 130610 TEMPORARY CHECK DAM LF 740

0028 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 14

0029 130640 TEMPORARY FIBER ROLL LF 6,120

0030 130670 TEMPORARY REINFORCED SILT FENCE LF 2,570

0031 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 3

0032 130730 STREET SWEEPING LS LUMP SUM

0033 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0034 131103 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 420

0035 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0036 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0037 141103 REMOVE YELLOW THERMOPLASTIC TRAFFIC

STRIPE (HAZARDOUS WASTE)

LF 9,510

0038 141104 REMOVE YELLOW THERMOPLASTIC PAVEMENT

MARKING (HAZARDOUS WASTE)

SQFT 1,240

0039 141120 TREATED WOOD WASTE LB 41,900

0040 014614 BIOMONITORING AND BIRD PROTECTION LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 146007 INVASIVE SPECIES CONTROL LS LUMP SUM

0042 148005 NOISE MONITORING LS LUMP SUM

0043 018842 TEMPORARY DEWATERING AND NON-STORM

WATER DISCHARGE CONTROL SYSTEM (LS)

LS LUMP SUM

0044 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 7,770

0045 160220 TEMPORARY CONSTRUCTION MAT (LS) LS LUMP SUM

0046 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0047 190101 ROADWAY EXCAVATION CY 30,400

0048 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 1,610

0049 190185 SHOULDER BACKING TON 53

0050 192020 (F) - STRUCTURE EXCAVATION (TYPE D) CY 591

0051 048428 (F) - STRUCTURE EXCAVATION (RETAINING

WALL, TYPE D)

CY 13,356

0052 048984 (F) - STRUCTURE EXCAVATION (SECANT PILE

WALL, TYPE D)

CY 155

0053 193013 (F) - STRUCTURE BACKFILL (RETAINING WALL) CY 2,372

0054 048343 (F) - CONCRETE BACKFILL (SECANT PILE WALL) CY 1,643

0055 194001 DITCH EXCAVATION CY 1,710

0056 037579 IMPORTED BORROW(LIGHTWEIGHT

AGGREGATE)

CY 5,660

0057 198105 LIGHTWEIGHT CELLULAR CONCRETE FILL CY 26,800

0058 198208 SUBGRADE ENHANCEMENT GEOTEXTILE,

CLASS B1

SQYD 21,400

0059 010347 BIAXIAL GEOGRID SQYD 29,500

0060 200113 ROCK MULCH SQFT 130

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 200122 WEED GERMINATION SQYD 25,000

0062 202004 IRON SULFATE (LB) LB 6

0063 202006 SOIL AMENDMENT CY 0.2

0064 202037 ORGANIC FERTILIZER LB 17,800

0065 202039 SLOW-RELEASE FERTILIZER LB 0.5

0066 202040 MYCORRHIZAE INOCULANT LB 360

0067 203100 SOIL TESTING EA 6

0068 204008 PLANT (GROUP H) EA 39

0069 204009 PLANT (GROUP I) EA 3

0070 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0071 205035 WOOD MULCH CY 0.7

0072 205051 FOLIAGE PROTECTOR EA 3

0073 206633 1 1/2" WYE STRAINER ASSEMBLY EA 1

0074 015542 FLOW METER EA 6

0075 018873 TREE BUBBLER ASSEMBLY EA 48

0076 208562 CAM COUPLER ASSEMBLY EA 1

0077 208594 (F) - 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 210

0078 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 930

0079 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 280

0080 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 41

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 208649 QUICK COUPLING VALVE EA 4

0082 208684 1" BALL VALVE EA 1

0083 208685 1 1/2" BALL VALVE EA 1

0084 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 12

0085 210270 ROLLED EROSION CONTROL PRODUCT

(NETTING)

SQFT 157,000

0086 210280 ROLLED EROSION CONTROL PRODUCT

(BLANKET)

SQFT 200

0087 210300 HYDROMULCH SQFT 106,000

0088 210350 FIBER ROLLS LF 7,300

0089 210420 STRAW SQFT 105,000

0090 210430 HYDROSEED SQFT 259,000

0091 210610 COMPOST (CY) CY 740

0092 210630 INCORPORATE MATERIALS SQFT 105,000

0093 260203 CLASS 2 AGGREGATE BASE (CY) CY 7,860

0094 390132 HOT MIX ASPHALT (TYPE A) TON 12,700

0095 390135 HOT MIX ASPHALT (LEVELING) TON 2,570

0096 013430 RUBBERIZED HOT MIX ASPHALT (GAP GRADED)

WITH 10% RAP

TON 4,560

0097 393006 GEOSYNTHETIC PAVEMENT INTERLAYER

(PAVING GRID)

SQYD 48,900

0098 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 140

0099 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 760

0100 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1,170

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 31

0102 397005 TACK COAT TON 44

0103 398100 REMOVE ASPHALT CONCRETE DIKE LF 1,040

0104 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 19,900

0105 048571 TEMPORARY BRIDGE (MODULAR) LS LUMP SUM

0106 048986 48" DRILLED HOLE LF 3,238

0107 048988 54" PERMANENT STEEL CASING LF 2,395

0108 490607 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,553

0109 490608 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,409

0110 048987 48" CAST-IN-DRILLED-HOLE CONCRETE PILING

(SECANT PILE WALL)

LF 4,229

0111 048546 FURNISH PILING (CLASS 200, ALTERNATIVE W) LF 77,760

0112 048547 DRIVE PILE (CLASS 200, ALTERNATIVE W) EA 744

0113 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 635

0114 510054 (F) - STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 783

0115 510060 (F) - STRUCTURAL CONCRETE, RETAINING

WALL

CY 4,232

0116 510088 (F) - STRUCTURAL CONCRETE, APPROACH

SLAB (TYPE N MODIFIED)

CY 353

0117 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 29

0118 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 80

0119 511015 CONCRETE SURFACE TEXTURE (FRACTURED

RIB)

SQFT 30,288

0120 512352 FURNISH PRECAST PRESTRESSED CONCRETE

SLAB (TYPE SII)

SQFT 3,848

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 512353 FURNISH PRECAST PRESTRESSED CONCRETE

SLAB (TYPE SIII)

SQFT 8,991

0122 512354 FURNISH PRECAST PRESTRESSED CONCRETE

SLAB (TYPE SIV)

SQFT 16,322

0123 048985 ERECT PRECAST PRESTRESSED CONCRETE

SLAB

EA 162

0124 518005 (F) - PIPE PIN LB 10,500

0125 519100 JOINT SEAL (MR 2") LF 183

0126 048167 (F) - BAR REINFORCING STEEL (RETAINING

WALL, EPOXY COATED)

LB 777,270

0127 048204 (F) - BAR REINFORCING STEEL (BRIDGE, EPOXY

COATED)

LB 1,494,000

0128 048350 (F) - BAR REINFORCING STEEL (SECANT PILE

WALL, EPOXY COATED)

LB 759,500

0129 048315 (F) - HEADED BAR REINFORCEMENT (EPOXY

COATED)

EA 32

0130 600097 BRIDGE REMOVAL LS LUMP SUM

0131 018878 BIORETENTION SOIL MEDIA (BSM) CY 340

0132 650014 18" REINFORCED CONCRETE PIPE LF 880

0133 650018 24" REINFORCED CONCRETE PIPE LF 110

0134 018874 MODIFIED 18" SLOTTED CORRUGATED STEEL

PIPE (.064" THICK)

LF 80

0135 681132 GEOCOMPOSITE DRAIN SQFT 28,969

0136 703233 GRATED LINE DRAIN LF 390

0137 705204 18" CONCRETE FLARED END SECTION EA 10

0138 705206 24" CONCRETE FLARED END SECTION EA 2

0139 707117 36" PRECAST CONCRETE PIPE INLET LF 14

0140 710126 REMOVE OVERSIDE DRAIN EA 2

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 710136 REMOVE PIPE (LF) LF 1,120

0142 710150 REMOVE INLET EA 12

0143 710152 REMOVE HEADWALL EA 1

0144 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 320

0145 721431 CONCRETE (CONCRETE APRON) CY 1.2

0146 722020 (F) - GABION CY 2,360

0147 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 370

0148 018872 CHECK DAM EA 2

0149 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 740

0150 731710 REMOVE CONCRETE CURB (LF) LF 390

0151 731790 REMOVE CONCRETE ISLAND (PORTIONS)

(SQYD)

SQYD 200

0152 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 6,370

0153 018877 RAILROAD COST (LS) LS LUMP SUM

0154 803020 REMOVE FENCE LF 640

0155 810120 REMOVE PAVEMENT MARKER EA 90

0156 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 560

0157 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 4

0158 820250 REMOVE ROADSIDE SIGN EA 34

0159 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 11

0160 820720 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 60

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 290

0162 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 250

0163 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 390

0164 820820 METAL (BARRIER MOUNTED SIGN) LB 260

0165 820840 ROADSIDE SIGN - ONE POST EA 25

0166 820850 ROADSIDE SIGN - TWO POST EA 7

0167 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 29

0168 832007 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 1,070

0169 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 370

0170 010160 CONCRETE BARRIER WILDLIFE PASSAGEWAY

(TYPE MM)

EA 6

0171 833094 (F) - TUBULAR BICYCLE RAILING LF 4,002

0172 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 5

0173 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 5

0174 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 4

0175 039968 CONCRETE BARRIER (TYPE 60M) (MOD) LF 2,080

0176 839640 CONCRETE BARRIER (TYPE 60M) LF 1,500

0177 839649 CONCRETE BARRIER (TYPE 60MS) LF 460

0178 839653 CONCRETE BARRIER (TYPE 60MP) LF 22

0179 046642 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 458

0180 839695 CONCRETE BARRIER (TYPE 60PR) LF 40

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0181 048684 (F) - CONCRETE BARRIER (TYPE 86H) LF 916

0182 017921 (F) - CONCRETE BARRIER (TYPE 86HA) LF 3,110

0183 839745 (F) - CONCRETE BARRIER TRANSITION LF 118

0184 839752 REMOVE GUARDRAIL LF 1,590

0185 839774 REMOVE CONCRETE BARRIER LF 1,240

0186 839782 REMOVE CRASH CUSHION EA 1

0187 018875 ALTERNATIVE BARRIER SYSTEM LF 2,900

0188 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 3,750

0189 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 20,100

0190 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 160

0191 846026 REMOVE PAVEMENT MARKING SQFT 1,750

0192 846033 REMOVE TRAFFIC STRIPE LF 20,600

0193 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 2.7

0194 847082 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3,080

0195 847211 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 18-12)

LF 8,200

0196 847212 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 6-1)

LF 950

0197 847213 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 17-7)

LF 280

0198 847216 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 2,470

0199 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT

SYSTEM ELEMENTS DURING CONSTRUCTION

LS LUMP SUM

0200 870400 SIGNAL AND LIGHTING SYSTEM LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0201 870600 TRAFFIC MONITORING STATION SYSTEM LS LUMP SUM

0202 871300 CAMERA SYSTEMS LS LUMP SUM

0203 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

0204 872002 TEMPORARY SIGNAL SYSTEMS LS LUMP SUM

0205 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0206 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0207 872141 REMOVING LIGHTING SYSTEMS LS LUMP SUM

0208 872143 REMOVING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0209 014382 MODIFYING ELECTRONIC TOLLING SYSTEMS LS LUMP SUM

0210 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

090214 SAFETY QUALITY CONTROL MANAGER 5

017996 MOTORIST INFORMATION PCMS (LS) 12

014614 BIOMONITORING AND BIRD PROTECTION 14

018842 TEMPORARY DEWATERING AND NON-STORM WATER DISCHARGE

CONTROL SYSTEM

048428 STRUCTURE EXCAVATION (RETAINING WALL, TYPE D) 19

048984 STRUCTURE EXCAVATION (SECANT PILE WALL, TYPE D) 19

048343 CONCRETE BACKFILL (SECANT PILE WALL) 19

037579 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) 19

010347 BIAXIAL GEOGRID 19

015542 FLOW METER 20

018873 TREE BUBBLER ASSEMBLY 20

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

048571 TEMPORARY BRIDGE (MODULAR) 48

048986 48" DRILLED HOLE 49

048988 54" PERMANENT STEEL CASING 49

048987 48" CAST-IN-DRILLED-HOLE CONCRETE PILING (SECANT PILE

WALL)

048546 FURNISH PILING (CLASS 200, ALTERNATIVE W) 49

048547 DRIVE PILE (CLASS 200, ALTERNATIVE W) 49

048985 ERECT PRECAST PRESTRESSED CONCRETE SLAB 51

048167 BAR REINFORCING STEEL (RETAINING WALL, EPOXY COATED) 52

048204 BAR REINFORCING STEEL (BRIDGE, EPOXY COATED) 52

048350 BAR REINFORCING STEEL (SECANT PILE WALL, EPOXY COATED) 52

048315 HEADED BAR REINFORCEMENT (EPOXY COATED) 52

018878 BIORETENTION SOIL MEDIA (BSM) 62

018874 MODIFIED 18" SLOTTED CORRUGATED STEEL PIPE (.064" THICK) 66

018872 CHECK DAM 72

018877 RAILROAD COST (LS) 78

010160 CONCRETE BARRIER WILDLIFE PASSAGEWAY (TYPE MM) 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

039968 CONCRETE BARRIER (TYPE 60M) (MOD) 83

046642 CONCRETE BARRIER (TYPE 60MA MODIFIED) 83

048684 CONCRETE BARRIER (TYPE 86H) 83

017921 CONCRETE BARRIER (TYPE 86HA) 83

018875 ALTERNATIVE BARRIER SYSTEM 83

014382 MODIFYING ELECTRONIC TOLLING SYSTEMS 87

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

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. Geotechnical Design Report, dated June 16, 2026

2. Foundation Report for Retaining Wall No. 3 dated December 9, 2025

3. Foundation Report for Retaining Wall No. 4 dated December 10, 2025

4. Foundation Report for Retaining Wall Nos. 5 & 6 dated January 13, 2025

5. Foundation Report for Retaining Wall No. 8 dated January 13, 2025

6. Foundation Report for Tolay Creek Bridge (Replace) dated December 30, 2025

7. Soil and Groundwater Investigation Report, date December 31, 2024

8. Water Quality Information Handout

9. Asbestos - Containing Materials and Lead-Containing Paint Survey Report, dated July 24, 2024

10. Form DOT TOTE-1

11. Maintain Existing TMS Elements During Construction

12. Drainage Report dated July 9, 2026.

13. Preliminary Foundation Report for Roadside Signs, dated March 9, 2026

12. Final Hydraulic Report, dated March 6, 2025

13. Department Furnished Materials Items Subject to Buy America Requirements

14. US Fish and Wildlife Service Biological Opinion, dated April 30, 2026

15. California Regional Water Quality Control Board 401-Permit, dated February 11, 2026

16. California Department of Fish and Wildlife 1600- Permit, dated September 16, 2025

17. US Army Corps of Engineers 404-Permit, dated July 02, 2026

18. San Francisco Bay Conservation and Development Commission, dated May 18, 2026

19. California Department of Fish and Wildlife Incidental Take Permit, dated June 19, 2026

20. US Department of Commerce, National Oceanic and Atmospheric Administation- Concurrence Letter, dated December 12, 2025

21. Railroad Information

Available as specified in the Standard Specifications

1. Bridge as-built drawings

2. Cross sections 3 .Electronic design files

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 2Q5004 MRN-37-PM 14.50/14.50 Near Novato, at

Petaluma River Bridge No. 27-0013

Rehabilitate bridge deck, upgrade railings, replace fender system, and mitigate bridge scour.

2K7404 MRN-37-PM 11.20/14.60 In and near Novato, from US 101 to Sonoma County line

Rehabilitate pavement, upgrade guardrail, and upgrade facilities to Americans with Disabilities Act standards.

4Q3204 MRN-37-PM 11.20/13.80 In Marin County on State Route 37, in and near Novato, from US 101 to Atherton Avenue.

Reconstruct the roadway to address sea level rise and recurrent flooding.

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 on 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 5-1.24 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…