Bids open Thursday, November 19, 2026

Dated September 28, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MONTEREY COUNTY IN AND

NEAR CASTROVILLE FROM 0.4 MILE WEST OF CASTROVILLE BOULEVARD

TO 0.3 MILE EAST OF MONTE DEL LAGO

In District 05 On Route 156

Under

Bid book dated September 28, 2026 Standard Specifications dated 2025

Project plans approved June 8, 2026 Standard Plans dated 2025

Identified by

Contract No. 05-316014

05-Mon-156-R1.4/1.6

Project ID 0518000120

Federal-Aid Project

NH-P156(118)

SPECIAL NOTICES

See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

See automated machine guidance requirements in sections 5-1.24, 5-1.25, and 5-1.26.

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

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

America/Build America for manufactured products.

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

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

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

1.03, 7-1.04, and 12.

See 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 99-013300 for electrical submittal requirements.

Contract No. 05-316014 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

15 EXISTING FACILITIES

16 TEMPORARY FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

19 EARTHWORK

19-11 SETTLEMENT AND MOVEMENT MONITORING

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

40 CONCRETE PAVEMENT

DIVISION VI STRUCTURES

49 PILING

51 CONCRETE STRUCTURES

ii

52 REINFORCEMENT

55 STEEL STRUCTURES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

73 CONCRETE CURBS AND SIDEWALKS

73-6 MINOR CONCRETE (PERVIOUS CONCRETE)

75 MISCELLANEOUS METAL

76 WELLS

77 LOCAL INFRASTRUCTURE

78 INCIDENTAL CONSTRUCTION

80 FENCES

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

82-6 SIGN POST SUPPORT SYSTEM

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)

A10F Legend - Soil (Sheet 1 of 2)

A10G Legend - Soil (Sheet 2 of 2)

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20C Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A24A Pavement Markings - Arrows

A24B Pavement Markings - Arrows and Symbols

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

A62A Excavation and Backfill - Miscellaneous Details

A62C Limits of Payment for Excavation and Backfill - Bridge

A62D Excavation and Backfill - Concrete Pipe Culverts

A62DA Excavation and Backfill - Concrete Pipe Culverts - Indirect Design Method

A62F Excavation and Backfill - Metal and Plastic Culverts

A62G Excavation and Backfill - Precast Reinforced Concrete Box Culvert

A73A Object Markers

A73B Markers

A73C Delineators, Channelizers and Barricades iv

RSP A76A Concrete Barrier Type 60M

RSP A76AB Concrete Barrier Type 60M Details

A76AC Concrete Barrier Type 60M Transition to Concrete Barrier Type 50

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

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

A77M1 Midwest Guardrail System - Standard Hardware

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

A77P1 Midwest Guardrail System - Typical Layouts for Embankments

A77P2 Midwest Guardrail System - Typical Layouts for Embankments

RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach

A77Q3 Midwest Guardrail System - Typical Layouts for Structure Approach

A77R1 Midwest Guardrail System - Typical Layouts for Fixed Objects Between Separate Roadbeds (Two-Way Traffic)

A77R3 Midwest Guardrail System - Typical Layouts for Roadside Fixed Objects

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

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

RSP A79A1 Transition Railing (Type AGT)

A79A3 Transition Railing (Type AGT) Details

A85 Chain Link Fence

A85A Chain Link Fence Details

A85B Chain Link Fence Details

A86 Barbed Wire and Wire Mesh Fences

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

A86B Barbed Wire and Wire Mesh Fence Details

A86C Barbed Wire and Wire Mesh Fence Details at Ditch Crossing

A86D Barbed Wire and Wire Mesh Fence - Miscellaneous Details

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

P1 Jointed Plain Concrete Pavement - New Construction

P10 Concrete Pavement - Dowel Bar Details

P15 Concrete Pavement - Tie Bar Details v

P18 Concrete Pavement - Lane Schematics and Isolation Joint Detail

P20 Joint Seals

P70 Hot Mix Asphalt Paving (Longitudinal Tapered Notched Wedge Joint)

P74 Pavement Edge Treatments

P75 Pavement Edge Treatments - Overlays

P76 Pavement Edge Treatments - New Construction

D71 Drainage Inlet Markers

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

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

D72E CIP Drainage Inlets - Types GO and GDO

D72F CIP Drainage Inlet Notes

D72G CIP Drainage Inlet Tables

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

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

D73E Precast Drainage Inlets - Types GO and GDO

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D78B Inlet Depressions - Concrete Shoulders

D78C Inlet Depressions - Hot Mix Asphalt Shoulders

D79 Precast Reinforced Concrete Pipe - Direct Design Method

D79A Precast Reinforced Concrete Pipe - Direct Design Method

D80 Cast-In-Place Reinforced Concrete Single Box Culvert

D81 Cast-In-Place Reinforced Concrete Double Box Culvert

D82 Cast-In-Place Reinforced Concrete Box Culvert - Miscellaneous Details

D83A Precast Reinforced Concrete Box Culvert

D83B Precast Reinforced Concrete Box Culvert - Miscellaneous Details

D84 Box Culvert Wingwalls - Types A, B and C

D88 Construction Loads on Culverts

D89A Pipe Culvert Headwalls - Straight and "L"

D89B Pipe Culvert Headwalls - Straight and "L"

D90 Pipe Culvert Headwalls, Endwalls and Wingwalls - Types A, B and C

D91A Cast-In-Place Reinforced Concrete Junction Structure vi

D91B Cast-In-Place Reinforced Concrete Junction Structure

D94A Metal and Plastic Flared End Sections

D94B Concrete Flared End Sections

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

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

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

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

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

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

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

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

H1 Landscape and Erosion Control Symbols

H7 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

H51 Erosion Control Details - Fiber Roll and Compost Sock

H52 Rolled Erosion Control Product

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

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 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 vii

RSP T13C Traffic Control System - Two Lane Conventional Highways

T17 Traffic Control System for Moving Lane Closure on Two Lane Highways

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

T20 Traffic Control System - Construction Work Zone Speed Limit Reduction Details

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)

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)

T66 Temporary Water Pollution Control Details (Temporary Large Sediment Barrier)

B0-1 Bridge Details

B0-3 Bridge Details

B0-5 Bridge Details

B0-13 Bridge Details

B2-8 Pile Details - Class 200

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

B7-1 Box Girder Details

B7-10 Utility Opening - Box Girder

B7-11 Utility Details

B8-5 Cast-In-Place Post-Tensioned Girder Details

B9-6 Structure Approach - Drainage Details

B11-51 Tubular Handrailing

B11-58 Concrete Barrier Type 732SW Details No. 1

B11-59 Concrete Barrier Type 732SW Details No. 2

B11-59A Concrete Barrier Type 732SW Details No. 3

B11-81 Concrete Barrier Type 842 Details No. 1

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

B11-82A Concrete Barrier Type 842 Details No. 3

B14-3 Communication and Sprinkler Control Conduits (Conduit Less Than 4")

B14-4 Water Supply Line (Bridge) (Pipe Sizes Less Than 4") viii

B14-5 Water Supply Line (Details) (Pipe Sizes Less Than 4")

RS1 Roadside Signs - Typical Installation Details No. 1

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

RS4 Roadside Signs - Typical Installation Details No. 4

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

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

S19 Overhead Signs - Truss Sign Mounting Details - Laminated Panel - Type A

S81 Overhead Laminated Sign - Single or Multiple Panel (Type A, 1" Thick)

RSP S88 Type A-2 Mounting Hardware for Overhead Laminated Type A Panel (Bridge Mounted and Tubular Sign Structures)

S89 Roadside Sign - Formed Single Sheet Aluminum Panel

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

S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape

S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

S104 Overhead Signs - Versatile Truss, One Post Type, CIDH Pile Foundation Details

S105 Overhead Signs - Versatile Truss, One Post Type, Concrete Pedestal with CIDH Pile Foundation Details

S111 Overhead Signs - Versatile Truss, Truss Connection Details

S115 Overhead Signs - Versatile Truss, Walkway Details No. 1

S116 Overhead Signs - Versatile Truss, Walkway Details No. 2

S117 Overhead Signs - Versatile Truss, Walkway Details No. 3

S123 Overhead Signs - Versatile Truss, CMS Mounting Details

S123B Overhead Signs - Versatile Truss, Additional Details for CMS

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

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

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

ES-4A Electrical Systems (Signal Head Mounting)

ES-4B Electrical Systems (Pedestrian Signal Heads)

ES-4C Electrical Systems (Signal Heads and Mountings)

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

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-6E Electrical Systems (Lighting Standard, Types 30 and 31)

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

ES-7J Electrical Systems (Flashing Beacon on a Type 1, Type 15-FBS, and Type 40 Standard)

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

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

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

ES-8B Electrical Systems (Traffic Pull Box)

ES-9A Electrical Systems (Structure Pull Box Installations)

ES-9B Electrical Systems (Conduit Riser Expansion and Deflection Fittings, Structure Installations)

ES-9C Electrical Systems (Structure Pull Box)

ES-9D Electrical Systems (Structure Pull Box Installations)

ES-11 Electrical Systems (Foundation Installations)

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

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

ES-14B Electrical Systems (EMS and FBE Wiring Diagrams)

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

ES-18A Temporary Wood Poles - General Notes

ES-18B Temporary Wood Poles - Non-Guyed - No Signals on Spans

ES-18D Temporary Wood Poles - Guyed - With Signal Faces on Spans

ES-19A Temporary Wood Poles - Details No. 1

ES-19B Temporary Wood Poles - Details No. 2

ES-19C Temporary Wood Poles - Details No. 3

ES-19D Temporary Wood Poles - Details No. 4

ES-19E Temporary Wood Poles - Details No. 5

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 Thursday, November 19, 2026

Dated September 28, 2026

General work description: Construct new interchange, Rdwy Ex, IB, HMA, RHMA, & structural Conc.

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

STATE HIGHWAY IN MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.4 MILE WEST OF

CASTROVILLE BOULEVARD TO 0.3 MILE EAST OF MONTE DEL LAGO.

District-County-Route-Post Mile: 05-Mon-156-R1.4/1.6

Contract No. 05-316014

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-12.

Federal-aid project no.:

NH-P156(118)

For the Federal training program, the number of trainees or apprentices is 15.

Bids must be on a unit price basis.

Complete the work within 520 working days.

The estimated cost of the project is $55,000,000.

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

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

For bid results go to:

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

Select Electronic Bidding under the Bidding tab.

District office addresses are provided in the Standard Specifications.

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

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

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

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

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

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

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

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

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

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

Department of Transportation

BID ITEM LIST

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0001 070030 LEAD COMPLIANCE PLAN LS LUMP SUM

0002 080060 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS LUMP SUM

0003 090100 TIME-RELATED OVERHEAD (WDAY) WDAY 520

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 12

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 40

0006 100100 DEVELOP WATER SUPPLY LS LUMP SUM

0007 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0008 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0009 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1,410

0010 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 18,400

0011 120165 CHANNELIZER (SURFACE MOUNTED) EA 390

0012 120195 TRAFFIC DRUM EA 120

0013 120300 TEMPORARY PAVEMENT MARKER EA 660

0014 120320 TEMPORARY BARRIER SYSTEM LF 21,000

0015 124010 TEMPORARY SHUTTLE SERVICE LS LUMP SUM

0016 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2

0017 129108 TEMPORARY CRASH CUSHION TL-3 EA 32

0018 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 6

0019 130100 JOB SITE MANAGEMENT LS LUMP SUM

0020 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130312 PRE-STORM EVENT INSPECTION REPORT EA 72

0022 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 25

0023 130331 STORMWATER ANNUAL REPORT EA 3

0024 130505 MOVE-IN/MOVE-OUT (TEMPORARY EROSION

CONTROL)

EA 17

0025 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 180,000

0026 130610 TEMPORARY CHECK DAM LF 1,200

0027 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 120

0028 130640 TEMPORARY FIBER ROLL LF 80,000

0029 130650 TEMPORARY GRAVEL BAG BERM LF 14,100

0030 130660 TEMPORARY LARGE SEDIMENT BARRIER LF 6,000

0031 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 10

0032 130730 STREET SWEEPING LS LUMP SUM

0033 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0034 131103 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 15

0035 131104 WATER QUALITY MONITORING REPORT EA 3

0036 131201 TEMPORARY CREEK DIVERSION SYSTEMS LS LUMP SUM

0037 141120 TREATED WOOD WASTE LB 25,100

0038 013124 TEMPORARY WILDLIFE EXCLUSION FENCE LF 13,200

0039 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 4,210

0040 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 190101 ROADWAY EXCAVATION CY 335,000

0042 190123 ROADWAY EXCAVATION (TOPSOIL) CY 94

0043 192003 (F) - STRUCTURE EXCAVATION (BRIDGE) CY 689

0044 193003 (F) - STRUCTURE BACKFILL (BRIDGE) CY 356

0045 198010 IMPORTED BORROW (CY) CY 237,000

0046 038465 SETTLEMENT MONITORING LS LUMP SUM

0047 198208 SUBGRADE ENHANCEMENT GEOTEXTILE,

CLASS B1

SQYD 75,300

0048 200114 ROCK BLANKET SQFT 20,300

0049 018490 AMPHIBIAN HABITAT MATERIAL SQFT 480

0050 204008 PLANT (GROUP H) EA 100

0051 205034 DECOMPOSED GRANITE SQFT 13,400

0052 018503 STONE PAVER BLANKET SQFT 28,900

0053 208028 (F) - 3" SUPPLY LINE (BRIDGE) LF 257

0054 208425 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 2

0055 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE) LF 3,630

0056 039294 2" SPRINKLER CONTROL CONDUIT LF 3,630

0057 208690 (F) - PVC PIPE CONDUIT (SLEEVE) LF 871

0058 208740 12" CORRUGATED HIGH DENSITY

POLYETHYLENE PIPE CONDUIT

LF 3,360

0059 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 6

0060 037634 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 80,500

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 210255 FIBER REINFORCED MATRIX (SQFT) SQFT 1,890,000

0062 210270 ROLLED EROSION CONTROL PRODUCT

(NETTING)

SQFT 80,500

0063 210350 FIBER ROLLS LF 21,700

0064 013842 WILLOW WATTLE LF 320

0065 210610 COMPOST (CY) CY 11,900

0066 037655 COMPOST BERM LF 51,900

0067 210630 INCORPORATE MATERIALS SQFT 200,000

0068 260203 CLASS 2 AGGREGATE BASE (CY) CY 38,300

0069 390132 HOT MIX ASPHALT (TYPE A) TON 32,000

0070 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 9,970

0071 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3,900

0072 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10,400

0073 397005 TACK COAT TON 52

0074 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1,190

0075 398300 REMOVE BASE AND SURFACING CY 3,160

0076 017201 JOINTED PLAIN CONCRETE PAVEMENT

(COLORED AND TEXTURED)

CY 460

0077 418006 REMOVE CONCRETE PAVEMENT (CY) CY 890

0078 048247 FURNISH PILING (CLASS 200, ALTERNATIVE W,

MODIFIED)

LF 4,397

0079 048248 DRIVE PILE (CLASS 200, ALTERNATIVE W,

MODIFIED)

EA 82

0080 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 81

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 500001 PRESTRESSING CAST-IN-PLACE CONCRETE LS LUMP SUM

0082 510051 (F) - STRUCTURAL CONCRETE, BRIDGE

FOOTING

CY 169

0083 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 763

0084 510054 (F) - STRUCTURAL CONCRETE, BRIDGE

(POLYMER FIBER)

CY 345

0085 510090 (F) - STRUCTURAL CONCRETE, BOX CULVERT CY 40

0086 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 252

0087 010119 STRUCTURAL CONCRETE (WINGWALL) CY 47

0088 039504 STRUCTURAL CONCRETE (JUNCTION

STRUCTURE)

CY 56

0089 048236 CONCRETE SURFACE TEXTURE (ARTICHOKE

MOTIF, BUSH HAMMER)

SQFT 212

0090 519091 JOINT SEAL (MR 1 1/2") LF 129

0091 520102 (F) - BAR REINFORCING STEEL (BRIDGE) LB 324,760

0092 520107 (F) - BAR REINFORCING STEEL (BOX CULVERT) LB 9,654

0093 520115 (F) - BAR REINFORCING STEEL (GALVANIZED) LB 731

0094 520120 (F) - HEADED BAR REINFORCEMENT EA 32

0095 010124 (F) - BAR REINFORCING STEEL (WINGWALL) LB 3,056

0096 560223 (F) - FURNISH SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 1,344

0097 560224 (F) - INSTALL SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 1,344

0098 560230 ALUMINUM WALKWAY GRATING (VERSATILE

TRUSS)

SQFT 120

0099 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 54,746

0100 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 54,746

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 610108 18" ALTERNATIVE PIPE CULVERT LF 200

0102 610112 24" ALTERNATIVE PIPE CULVERT LF 3,450

0103 610300 (F) - CONCRETE BACKFILL (PIPE TRENCH) CY 47

0104 650014 18" REINFORCED CONCRETE PIPE LF 170

0105 650018 24" REINFORCED CONCRETE PIPE LF 2,560

0106 650026 36" REINFORCED CONCRETE PIPE LF 2,770

0107 650034 48" REINFORCED CONCRETE PIPE LF 890

0108 039428 PREFABRICATED VERTICAL DRAIN LF 2,010,000

0109 700617 DRAINAGE INLET MARKER EA 51

0110 705311 18" ALTERNATIVE FLARED END SECTION EA 3

0111 705315 24" ALTERNATIVE FLARED END SECTION EA 30

0112 705321 36" ALTERNATIVE FLARED END SECTION EA 4

0113 705325 48" ALTERNATIVE FLARED END SECTION EA 1

0114 707125 48" PRECAST CONCRETE PIPE INLET LF 3

0115 709522 INLET DEPRESSION EA 26

0116 710132 REMOVE CULVERT (LF) LF 650

0117 710150 REMOVE INLET EA 7

0118 710152 REMOVE HEADWALL EA 3

0119 710167 REMOVE FLARED END SECTION (EA) EA 13

0120 710262 CAP INLET EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 037858 SLOPE PAVING (ROCK COBBLE) CY 4,609

0122 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 130

0123 013721 ROCK SLOPE PROTECTION (GRAVEL FILTER) CY 40

0124 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 250

0125 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 710

0126 730070 DETECTABLE WARNING SURFACE SQFT 780

0127 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 740

0128 731509 MINOR CONCRETE (CONCRETE MOW STRIP) CY 15

0129 018505 MINOR CONCRETE (PERVIOUS CONCRETE) SQFT 6,590

0130 731521 MINOR CONCRETE (SIDEWALK) CY 270

0131 731560 MINOR CONCRETE (SEEDED AGGREGATE

CONCRETE)

SQFT 8,000

0132 733000 PRE/POST CONSTRUCTION SURVEYS EA 26

0133 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 34,133

0134 015311 TEMPORARY STEEL COVER EA 1

0135 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 595

0136 760010 DESTROY WELL EA 1

0137 018504 CONCRETE ENCASEMENT LF 2,300

0138 780440 PREPARE AND STAIN CONCRETE SQFT 1,299

0139 780446 STAIN GALVANIZED SURFACES (LS) LS LUMP SUM

0140 800001 FENCE (TYPE BW, METAL POST) LF 9,960

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 018489 AMPHIBIAN FENCE LF 1,370

0142 800361 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 4,430

0143 802502 4' CHAIN LINK GATE (TYPE CL-6, VINYL-CLAD) EA 3

0144 803020 REMOVE FENCE LF 9,640

0145 810120 REMOVE PAVEMENT MARKER EA 770

0146 810170 DELINEATOR (CLASS 1) EA 390

0147 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 1,680

0148 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 12

0149 820130 OBJECT MARKER EA 130

0150 820190 SPECIAL MARKER EA 10

0151 820270 REMOVE ROADSIDE SIGN (WOOD POST) EA 32

0152 820280 REMOVE ROADSIDE SIGN (METAL POST) EA 3

0153 820530 RESET ROADSIDE SIGN EA 2

0154 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 460

0155 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 870

0156 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 370

0157 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 180

0158 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 480

0159 820840 ROADSIDE SIGN - ONE POST EA 98

0160 820850 ROADSIDE SIGN - TWO POST EA 21

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 037124 SIGN POST SUPPORT SYSTEM EA 30

0162 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 16

0163 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 1,140

0164 832018 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 1,320

0165 046534 DECORATIVE RAILING (BRIDGE) LF 437

0166 833090 (F) - TUBULAR HANDRAILING (MODIFIED) LF 42

0167 839219 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL

POST)

LF 220

0168 839544 TRANSITION RAILING (TYPE AGT) EA 1

0169 839561 RAIL TENSIONING ASSEMBLY EA 2

0170 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 6

0171 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 7

0172 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 2

0173 839640 CONCRETE BARRIER (TYPE 60M) LF 800

0174 015705 ALTERNATIVE MEDIAN TERMINAL TL-3 EA 2

0175 839749 (F) - CONCRETE BARRIER (TYPE 842 MODIFIED) LF 257

0176 839752 REMOVE GUARDRAIL LF 1,480

0177 839882 (F) - CONCRETE BARRIER (TYPE 732SW

MODIFIED)

LF 260

0178 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 4,030

0179 840617 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-

1)

LF 45

0180 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 61,000

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0181 846010 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

12-3)

LF 2,340

0182 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 2,480

0183 846020 REMOVE PAINTED TRAFFIC STRIPE LF 18,400

0184 846025 REMOVE PAINTED PAVEMENT MARKING SQFT 1,410

0185 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 8,550

0186 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 320

0187 036929 6" TRAFFIC STRIPE TAPE (BROKEN 36-12)

(WARRANTY)

LF 6,130

0188 847213 6" TRAFFIC STRIPE TAPE (WARRANTY) (BROKEN

17-7)

LF 1,850

0189 847216 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 910

0190 870136 ELECTRIC SERVICE FOR IRRIGATION LS LUMP SUM

0191 870200 LIGHTING SYSTEM LS LUMP SUM

0192 870600 TRAFFIC MONITORING STATION SYSTEM LS LUMP SUM

0193 871200 CHANGEABLE MESSAGE SIGN SYSTEM LS LUMP SUM

0194 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0195 872141 REMOVING LIGHTING SYSTEMS LS LUMP SUM

0196 872146 REMOVING FLASHING BEACON SYSTEMS LS LUMP SUM

0197 995100 WATER METER CHARGES LS LUMP SUM

0198 995200 IRRIGATION WATER SERVICE CHARGES LS LUMP SUM

0199 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

995100 WATER METER CHARGES 5

995200 IRRIGATION WATER SERVICE CHARGES 5

013124 TEMPORARY WILDLIFE EXCLUSION FENCE 16

038465 SETTLEMENT MONITORING 19

018503 STONE PAVER BLANKET 20

018490 AMPHIBAN HABITAT MATERIAL 20

039294 2" SPRINKLER CONTROL CONDUIT 20

037634 HYDRAULIC BIOTIC GROWTH MEDIUM 21

037655 COMPOST BERM 21

013842 WILLOW WATTLE 21

017201

JOINTED PLAIN CONCRETE PAVEMENT (COLORED AND

TEXTURED) 40

048247 FURNISH PILING (CLASS 200, ALTERNATIVE W, MODIFIED) 49

048248 DRIVE PILE (CLASS 200, ALTERNATIVE W, MODIFIED) 49

048236

CONCRETE SURFACE TEXTURE (ARTICHOKE MOTIF, BUSH

HAMMER) 51

010119 STRUCTURAL CONCRETE (WINGWALL) 51

039504 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) 51

010124 BAR REINFORCING STEEL (WINGWALL) 52

039428 PREFABRICATED VERTICAL DRAIN 68

037858 SLOPE PAVING (ROCK COBBLE) 72

013721 ROCK SLOPE PROTECTION (GRAVEL FILTER) 72

018505 MINOR CONCRETE (PERVIOUS CONCRETE) 73

015311 TEMPORARY STEEL COVER 75

018504 CONCRETE ENCASEMENT 77

018489 AMPHIBIAN FENCE 80

037124 SIGN POST SUPPORT SYSTEM 82

046534 DECORATIVE RAILING (BRIDGE) 83

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

015705 ALTERNATIVE MEDIAN TERMINAL TL-3 83

036929 6" TRAFFIC STRIPE TAPE (BROKEN 36-12)(WARRANTY) 84

2 BIDDING

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

The Department makes the following supplemental project information available:

Supplemental Project Information

Means Description Included in the Information Handout

1. U.S. Fish and Wildlife Service Biological Opinion for the State Route 156 West Corridor Improvement Project in Monterey County, California (8-8-12-F-24)

2. California Department of Fish and Wildlife Incidental Take Permit for the State Route 156 Castroville Boulevard Interchange Project (2081-2021-068-04

3. California Department of Fish and Wildlife Lake and Streambed Alteration Agreement for the State Route 156 Castroville Boulevard Interchange Project (EPIMS-

MON-15904-R4)

4. U.S. Army Corps of Engineers 404 Permit (SPN- 2020-00087S)

5. Regional Water Quality Control Board Water Quality Certification No. 32721WQ04 for State Route 156 Castroville Boulevard Interchange Project Monterey County

6. Mortality Reduction and Relocation Plan for Santa Cruz Long Toed Salamander and California Tiger Salamander Incidental Take Permit No.

2081-2021-068-04 dated March 2026

7. Coastal Development permit Monterey County

PLN200118

8. Coastal Development Permit Extension Monterey County PLN200118

9. Foundation Report for Castroville Blvd OC dated 5/5/2022

10. Geotechnical Design Report for Castroville Blvd OverHead Signs dated December 20, 2021

11. Warranty bond form

Available as specified in the Standard Specifications

Cross sections in the following format

1. Top Datum Surface in XML format

2. Roadway design alignments and profiles in XML format

3. Cross-sections in a 2D DGN, DWG, and PDF format

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 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General

Designate an on-site safety representative to superintend project safety for the duration of this Contract.

The safety representative may perform other non-safety related work if safety responsibilities are fulfilled.

The safety representative must be available after work hours as needed. The safety representative is not required to be on-site during plant establishment period, erosion control establishment period, or temporary suspensions when no other Contract work is being performed.

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

5-1.15B Submittals

Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

Submit a copy of the safety representative's certificate for the Cal/OSHA 30-hour – Cal/OSHA Standards for the Construction Industry or OSHA 510 - OSHA Standards for the Construction Industry training course as an informational submittal. The certificate must include:

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

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

5-1.15C Certifications

The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

1. Certified Safety Professional from the Board of Certified Safety Professionals

2. Construction Health and Safety Technician from the Board of Certified Safety Professionals

3. Occupational Hygiene and Safety Technician from the Board of Certified Safety Professionals

4. Safety Trained Supervisor from the Board of Certified Safety Professionals

5. Safety Trained Supervisor Construction from the Board of Certified Safety Professionals

6. Associate Safety Professional from the Board of Certified Safety Professionals

7. Master Safety Professional from the National Association of Safety Professionals

8. Certified Safety Director from the National Association of Safety Professionals

5-1.15D Qualifications

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

1. At least 3 years of safety experience in heavy construction, heavy industrial, or oil and energy industry

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

3. Knowledge of Department specifications and plans, Cal/OSHA policy and procedures, and 8 CA

Code of Regs safety requirements

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

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities

The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

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

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

4. Conduct or attend pre-planning sessions for high hazard work such as excavations, demolition, confined space entry, falsework, crane hoisting, high-risk utilities such as high-pressure pipelines with fuel or natural gas, and tunneling or boring

5. Conduct weekly job site safety meetings

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

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

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

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

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

When monitoring the job site, including work zones with certified flaggers or traffic control technicians, take immediate corrective action and notify the Engineer if an imminent danger is identified.

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

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

Add to the end of section 5-1.20C:

This project does not include work on the railroad property, but a railroad is shown on the general plan sheet within the project limits. Do not trespass on the railroad property that runs parallel and/or adjacent to State Route 156 throughout the project limits from Post Mile Rl.4 to 1.6 in Monterey County. Specific to the Castroville OH at PM 1.59, as work is being performed on the highway structure that crosses over the railroad, all such work must take place on the deck of the structure itself, inside the guardrails, and Contractor to ensure the structure must not have any openings that would allow material or debris to fall onto the railroad. The owner and operator of the railroad property is Union Pacific Railroad Company.

Replace section 5-1.20E with:

5-1.20E Water Meter Charges

Section 5-1.20E applies if a bid item for water meter charges is shown on the Bid Item List.

The local water authority is California Water Service, Salinas District.

The local water authority can be reached at:

Address: 254 Commission Street, Salinas, CA, 93901-3737 Business Phone No.: (831) 757-3644 Contact 1: Jordan Murdock Cell No.: (831) 809-9278 Contact 2: Danny Gonzalez Cell No.: (831) 235-0822

The local water authority will install the water meters. Allow 6-8 weeks from time of deposit payment to water meter installation.

The charges are as shown in the following table:

Water Meter Charges

Meter size (Inches)

Water meter Location Quantity

(EA)

Charge per meter

2" Monte De Lago Entrance near route 156

2 $30,000

The charges by the local water authority include:

1. Furnishing and installing each water meter, including the deposit and any capacity fees

2. Excavation and any required pavement surface restoration

3. Connecting to the local water authority's 12-inch steel main water line, including any required hot tap or tee

4. Furnishing and installing an extension pipe from the main water line to the water meter

5. Oversight and inspection

Make arrangements and pay the charges for installation of the water meters.

If the charge is changed at the time of installation, the Department adjusts the lump sum price based on the difference between the specified charges and the changed charges.

Backflow preventers must be installed before water meters. Arrange an in-field meeting with the Engineer and a local water authority representative to determine the exact locations of equipment placement before backflow preventers and water meters are installed.

Replace section 5-1.20F with:

5-1.20F Irrigation Water Service Charges

Section 5-1.20F applies to water meters installed under section 5-1.20E. Contact the local water authority to arrange a start date for water service and pay for the service until Contract acceptance.

The local water authority is California Water Service, Salinas District.

The charge for water service from the water authority is $263.17/month/meter plus the charges shown in the following table:

Water Service Charges Meter size (Inches)

Amount of water (CCFa)

Charge Per Unit of Water ($)

2 1 $3.98 a1 CCF is equivalent to 100 cubic feet or 748 gallons

Submit a copy of each monthly water bill.

Notify the Engineer upon paying your final bill.

If the local water authority's charges are changed, the Department adjusts the lump sum price based on the difference between the specified charges and the changed

Replace section 5-1.24 with:

5-1.24 CONSTRUCTION SURVEYS

5-1.24A General

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

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

1. Area is cleared and prepared for stakes

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

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

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

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

5-1.24B Department Construction Surveys for Automated Machine Guidance

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

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

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

The Department sets slope stakes and rough grade stakes at:

1. Conform stations

2. Beginning and end of each alignment

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

1,500 feet

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

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

1. Conform stations

2. Beginning and end of each alignment

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

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

5. Every 200 feet on a tangent

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

Replace section 5-1.25 with:

5-1.25 AUTOMATED MACHINE GUIDANCE

5-1.25A General

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

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

Requested equipment may include:

1. Total station

2. GNSS base station

3. GNSS rover

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

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

The Department returns the furnished equipment upon work completion.

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

The project survey datum, survey control points, site and equipment calibration, electronic files, inspection methods, conflict…