06-0H22U4 Rdwy Exc_ HMA_ RHMA_ Cl 2 AB_ Conc. _ Temp Barrier_ and Mobilization.pdf

Bids open Thursday, September 3, 2026 Dated July 13, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR

MADERA FROM SAN JOAQUIN RIVER BRIDGE TO 0.6 MILE NORTH OF

AVENUE 12 OVERCROSSING

In District 06 On Route 99

Under Bid book dated July 13, 2026 Standard Specifications dated 2025

Project plans approved February 9, 2026 Standard Plans dated 2025

Identified by Contract No. 06-0H22U4

06-Mad-99-0.1/8.1 Project ID 0625000148

Federal-Aid Project

ACNH-P099(697)

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.

• The Bidder must submit its bid with a minimum price for plant establishment work. See section

2-1.09.

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

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

America/Build America for manufactured products.

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

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

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

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

1.03, 7-1.04, and 12.

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

Contract No. 06-0H22U4 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

15 EXISTING 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

49 PILING

52 REINFORCEMENT

55 STEEL STRUCTURES

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

ii

60 EXISTING STRUCTURES

DIVISION VII DRAINAGE FACILITIES

61 GENERAL

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

73 CONCRETE CURBS AND SIDEWALKS

78 INCIDENTAL CONSTRUCTION

DIVISION IX TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

90 CONCRETE

iii

STANDARD PLANS LIST

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

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

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

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

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

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

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

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

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

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

A40B Shoulder 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

A62A Excavation and Backfill - Miscellaneous Details

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

A62D Excavation and Backfill - Concrete Pipe Culverts

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

A73A Object Markers

A73B Markers iv

A73C Delineators, Channelizers and Barricades

RSP A76A Concrete Barrier Type 60M

RSP A76AB Concrete Barrier Type 60M Details

A76BP Concrete Barrier Type 60MC with Small Pole

A76D Concrete Barrier Type 60MG

A76E Concrete Barrier Type 60MG

A76F Concrete Barrier Type 60MGF

A76G Concrete Barrier Type 60MS

A76HA Concrete Barrier Type 60MS Connection to Crash Cushion

A76HB Concrete Barrier Type 60MS to Transition Railing (Type AGT)

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

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

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

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)

A77S2 Midwest Guardrail System - Rail Tensioning Assembly

A77S3 Metal Railing Anchor Cable and Anchor Plate Details

A78C3 Minor Concrete Vegetation Control - Single Thrie Beam Barrier

A78C6 Minor Concrete Vegetation Control - Thrie Beam Barrier at Structure Approach

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

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

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

RSP A79A1 Transition Railing (Type AGT)

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

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

A85 Chain Link Fence

A85A Chain Link Fence Details

A85B Chain Link Fence Details

A87B Hot Mix Asphalt Dikes

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

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

D73F Precast Drainage Inlet Notes

D73G Precast Drainage Inlet Tables

D74 Drainage Inlet Details

D75A Steel Pipe Inlets

D75C Pipe Inlets - Ladder and Trash Rack Details

D77A Grate Details No. 1

D77B Grate Details No. 2

D78A Gutter Depressions

D78C Inlet Depressions - Hot Mix Asphalt Shoulders

D79 Precast Reinforced Concrete Pipe - Direct Design Method

D79A Precast Reinforced Concrete Pipe - Direct Design Method

D87A Corrugated Metal Pipe Downdrain Details

D87C Cable Anchorage System

D88 Construction Loads on Culverts

D94A Metal and Plastic Flared End Sections

D94B Concrete Flared End Sections vi

D97G Corrugated Metal Pipe Coupling Details No. 7 - Downdrain

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

D98G Grated Line Drain Details No. 1 - Polymer Concrete, 4" Nominal Width

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

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

H1 Landscape and Erosion Control Symbols

H51 Erosion Control Details - Fiber Roll and Compost Sock

T1A Temporary Crash Cushion - Sand Filled (Unidirectional)

T1A1 Temporary Crash Cushion - Sand Filled (Unidirectional)

T1B Temporary Crash Cushion - Sand Filled (Bidirectional)

T2 Temporary Crash Cushion - Sand Filled (Shoulder Installations)

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

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

T14 Traffic Control System for Ramp Closure

T15 Traffic Control System for Moving Lane Closure on Multilane Highways

T16 Traffic Control System for Moving Lane Closure on Multilane Highways

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

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

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

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) vii

B0-3 Bridge Details

B11-47 Cable Railing

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

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

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

S83 Roadside Laminated Sign - Single or Multiple Panel (Type B, 2-1/2" Thick)

S86 Laminated Panel Details (Extrusions for Type A, B, and H Panels)

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

S101 Overhead Signs - Versatile Truss, One Post Type, Truss Layout

S102 Overhead Signs - Versatile Truss, One Post Type, Steel Post Type and Truss Member Table

S103 Overhead Signs - Versatile Truss, One Post Type, Steel Post Base Plate and Anchorage Details

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

S111 Overhead Signs - Versatile Truss, Truss Connection Details

S112 Overhead Signs - Versatile Truss, Chord Splice Details

S113 Overhead Signs - Versatile Truss, Truss to Steel Post Connection Details

S114 Overhead Signs - Versatile Truss, CIDH Pile Foundation with Inspection Pipes

S119 Overhead Signs - Versatile Truss, Sign Mounting Details, Laminate Panel - Type A

S120 Overhead Signs - Versatile Truss, Removable Sign Panel Frames Details No. 1

S121 Overhead Signs - Versatile Truss, Removable Sign Panel Frames Details No. 2

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

ES-2A Electrical Systems (Service Equipment)

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

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

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

ES-3E Electrical Systems (Telephone Demarcation Cabinet, Type B) viii

ES-4A Electrical Systems (Signal Head Mounting)

ES-4B Electrical Systems (Pedestrian Signal Heads)

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-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)

ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

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

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

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

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

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

ES-7C Electrical Systems (Signal and Lighting Standard, Case 1 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 15' to 30')

ES-7F Electrical Systems (Signal and Lighting Standard, Case 4 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 25' to 45')

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-7R Electrical Systems (Signal and Lighting Attachments)

ES-8B Electrical Systems (Traffic Pull Box)

ES-11 Electrical Systems (Foundation Installations)

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

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

CANCELED STANDARD PLANS LIST

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

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Thursday, September 3, 2026

Dated July 13, 2026

General work description: Rdwy Exc, HMA, RHMA, Cl 2 AB, Conc. & Temp barrier, and mobilization.

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

STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM SAN JOAQUIN RIVER BRIDGE TO

0.6 MILE NORTH OF AVENUE 12 OVERCROSSING.

District-County-Route-Post Mile: 06-Mad-99-0.1/8.1

Contract No. 06-0H22U4

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.:

ACNH-P099(697)

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

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 460 working days.

Complete the work, including plant establishment work, within 710 working days.

Complete the plant establishment work within 250 working days.

The estimated cost of the project is $85,000,000.

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 460

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 12

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 120

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 120101 TRAFFIC CONTROL SUPERVISOR DAY 220

0010 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 14

0011 120151 TEMPORARY TRAFFIC STRIPE (TAPE) LF 800,000

0012 120152 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 130

0013 120165 CHANNELIZER (SURFACE MOUNTED) EA 340

0014 120195 TRAFFIC DRUM EA 250

0015 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 940

0016 015582 PORTABLE LIGHTING SYSTEMS EA 4

0017 120320 TEMPORARY BARRIER SYSTEM LF 303,000

0018 015643 TEMPORARY BARRIER SYSTEM (ANCHORED) LF 680

0019 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0020 129108 TEMPORARY CRASH CUSHION TL-3 EA 67

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 129150 TEMPORARY TRAFFIC SCREEN LF 33,700

0022 129152 TEMPORARY RADAR SPEED FEEDBACK SIGN

SYSTEM

EA 10

0023 130100 JOB SITE MANAGEMENT LS LUMP SUM

0024 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0025 130331 STORMWATER ANNUAL REPORT EA 3

0026 130505 MOVE-IN/MOVE-OUT (TEMPORARY EROSION

CONTROL)

EA 3

0027 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 95,400

0028 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 240

0029 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 4

0030 130730 STREET SWEEPING LS LUMP SUM

0031 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0032 131103 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 40

0033 131104 WATER QUALITY MONITORING REPORT EA 20

0034 131105 WATER QUALITY ANNUAL REPORT EA 3

0035 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0036 141103 REMOVE YELLOW THERMOPLASTIC TRAFFIC

STRIPE (HAZARDOUS WASTE)

LF 32,100

0037 141120 TREATED WOOD WASTE LB 927,000

0038 017556 REMOVE ABANDONED GAS FACILITY (PG&E)

(PORTION)

LF 84

0039 018413 REMOVE ABANDONED TELEPHONE AND FIBER

OPTIC VAULT

EA 1

0040 018414 REMOVED ABANDONED ELECTRICAL CABINET EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 037971 REMOVE BOLLARD EA 11

0042 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0043 190101 ROADWAY EXCAVATION CY 215,000

0044 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 4,830

0045 204030 TRANSPLANT TREE EA 2

0046 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0047 205035 WOOD MULCH CY 2.2

0048 206300 TEMPORARY IRRIGATION SYSTEM LS LUMP SUM

0049 210300 HYDROMULCH SQFT 1,920,000

0050 210350 FIBER ROLLS LF 11,200

0051 210430 HYDROSEED SQFT 1,920,000

0052 260203 CLASS 2 AGGREGATE BASE (CY) CY 64,600

0053 270003 CEMENT TREATED BASE (ROAD-MIXED, CLASS

A) (CY)

CY 1,800

0054 390132 HOT MIX ASPHALT (TYPE A) TON 188,000

0055 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 54,800

0056 394060 DATA CORE LS LUMP SUM

0057 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 19,400

0058 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1,630

0059 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 120

0060 397005 TACK COAT TON 350

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 398100 REMOVE ASPHALT CONCRETE DIKE LF 3,630

0062 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 203,000

0063 498052 60" CAST-IN-DRILLED-HOLE CONCRETE PILE

(SIGN FOUNDATION)

LF 210

0064 510092 (F) - STRUCTURAL CONCRETE, HEADWALL CY 10.6

0065 510094 (F) - STRUCTURAL CONCRETE, DRAINAGE

INLET

CY 355.3

0066 510502 (F) - MINOR CONCRETE (MINOR STRUCTURE) CY 0.6

0067 560219 (F) - INSTALL SIGN STRUCTURE (TRUSS) LB 774

0068 560223 (F) - FURNISH SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 9,644

0069 560224 (F) - INSTALL SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 9,644

0070 560260 (F) - FURNISH SIGN STRUCTURE (VERSATILE

TRUSS)

LB 122,155

0071 560261 (F) - INSTALL SIGN STRUCTURE (VERSATILE

TRUSS)

LB 122,155

0072 568056 RELOCATE SIGN STRUCTURE EA 2

0073 600066 CORE CONCRETE (4") LF 24

0074 600114 BRIDGE REMOVAL (PORTION) LS LUMP SUM

0075 039555 STRESS REDUCING SLAB CY 1,030

0076 650012 15" REINFORCED CONCRETE PIPE LF 5,880

0077 650014 18" REINFORCED CONCRETE PIPE LF 3,750

0078 650018 24" REINFORCED CONCRETE PIPE LF 16,600

0079 650022 30" REINFORCED CONCRETE PIPE LF 3,280

0080 650416 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 480

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 690112 12" CORRUGATED STEEL PIPE DOWNDRAIN

(.079" THICK)

LF 160

0082 692005 12" ENTRANCE TAPER EA 8

0083 692305 12" ANCHOR ASSEMBLY EA 23

0084 700639 36" CORRUGATED STEEL PIPE INLET (.109"

THICK)

LF 7

0085 703233 GRATED LINE DRAIN LF 8,730

0086 705007 12" STEEL FLARED END SECTION EA 8

0087 705204 18" CONCRETE FLARED END SECTION EA 19

0088 705206 24" CONCRETE FLARED END SECTION EA 23

0089 705208 30" CONCRETE FLARED END SECTION EA 2

0090 710102 ABANDON CULVERT (LF) LF 740

0091 710132 REMOVE CULVERT (LF) LF 3,070

0092 710150 REMOVE INLET EA 36

0093 710152 REMOVE HEADWALL EA 18

0094 010313 ADJUST MANHOLE TO GRADE EA 31

0095 710167 REMOVE FLARED END SECTION (EA) EA 20

0096 710196 ADJUST INLET EA 1

0097 710368 CULVERT SLURRY-CEMENT BACKFILL CY 80

0098 017280 SLOPE PAVING (STAMPED COBBLESTONE) SQFT 8,490

0099 723080 ROCK SLOPE PROTECTION (60 LB, CLASS II,

METHOD B) (CY)

CY 340

0100 723095 ROCK SLOPE PROTECTION (20 LB, CLASS I,

METHOD B) (CY)

CY 20

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 729011 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 970

0102 731530 MINOR CONCRETE (TEXTURED PAVING) CY 160

0103 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 74,077

0104 780440 PREPARE AND STAIN CONCRETE SQFT 5,605

0105 782120 RELOCATE MAILBOX EA 2

0106 800360 CHAIN LINK FENCE (TYPE CL-6) LF 22,800

0107 802670 24' CHAIN LINK GATE (TYPE CL-6) EA 3

0108 803030 REMOVE FENCE (TYPE BW) LF 19,600

0109 810120 REMOVE PAVEMENT MARKER EA 11,700

0110 810170 DELINEATOR (CLASS 1) EA 200

0111 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 24,700

0112 820110 MILEPOST MARKER EA 14

0113 820250 REMOVE ROADSIDE SIGN EA 75

0114 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 1,950

0115 820730 FURNISH LAMINATED PANEL SIGN (2 1/2"-TYPE

B)

SQFT 130

0116 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 360

0117 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 920

0118 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 22

0119 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 270

0120 820840 ROADSIDE SIGN - ONE POST EA 66

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 820850 ROADSIDE SIGN - TWO POST EA 8

0122 820880 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 2

0123 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 4

0124 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 3,840

0125 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 5,940

0126 037189 REMOVE VEGETATION CONTROL (MINOR

CONCRETE)

SQYD 1,020

0127 839305 SINGLE THRIE BEAM BARRIER (TYPE M) LF 12,800

0128 038158 CONCRETE BARRIER (TRANSITION ANCHOR

BLOCK)

LF 6

0129 037192 CONCRETE BARRIER (TYPE 60MGF MODIFIED) LF 427

0130 839521 (F) - CABLE RAILING LF 42

0131 839544 TRANSITION RAILING (TYPE AGT) EA 17

0132 016845 END CAP (TYPE TC-M) EA 15

0133 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 17

0134 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 25

0135 014607 SEVERE-DUTY CRASH CUSHION (WITH TL3 SC-

SC- GORE MASH SYSTEM)

EA 1

0136 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 2

0137 839642 CONCRETE BARRIER (TYPE 60MC) LF 26,500

0138 839647 CONCRETE BARRIER (TYPE 60MGC) LF 1,360

0139 839649 CONCRETE BARRIER (TYPE 60MS) LF 300

0140 011031 CONCRETE BARRIER (TYPE 60SD) LF 190

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 839745 (F) - CONCRETE BARRIER TRANSITION LF 286

0142 839748 (F) - CONCRETE BARRIER (TYPE 842B) LF 70

0143 839752 REMOVE GUARDRAIL LF 58,100

0144 839774 REMOVE CONCRETE BARRIER LF 5,780

0145 839885 (F) - CONCRETE BARRIER (TYPE 842A

MODIFIED)

LF 130

0146 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 430

0147 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 1,750

0148 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 159,000

0149 016011 REMOVE TRAFFIC STRIPE (TAPE) LF 385,000

0150 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 166,000

0151 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 8,270

0152 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 66,600

0153 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 130

0154 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 1,270

0155 847210 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 990

0156 847214 6" TRAFFIC STRIPE TAPE (WARRANTY) (BROKEN

36-12)

LF 1,320

0157 870600 TRAFFIC MONITORING STATION SYSTEM LS LUMP SUM

0158 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0159 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0160 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0162 872137 MODIFYING CHANGEABLE MESSAGE SIGN

SYSTEMS

LS LUMP SUM

0163 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

015582 PORTABLE LIGHTING SYSTEMS 12

015643 TEMPORARY BARRIER SYSTEM (ANCHORED) 12

017556 REMOVE ABANDONED GAS FACILITY (PG&E) (PORTION) 15

018413 REMOVE ABANDONED TELEPHONE AND FIBER OPTIC VAULT 15

018414 REMOVE ABANDONED ELECTRICAL CABINET 15

037971 REMOVE BOLLARD 15

039555 STRESS REDUCING SLAB 61

010313 ADJUST MANHOLE TO GRADE 71

017280 SLOPE PAVING (STAMPED COBBLESTONE) 72

037189 REMOVE VEGETATION CONTROL (MINOR CONCRETE) 83

038158 CONCRETE BARRIER (TRANSITION ANCHOR BLOCK) 83

037192 CONCRETE BARRIER (TYPE 60MGF MODIFIED) 83

016845 END CAP (TYPE TC-M) 83

015299 ALTERNATIVE IN-LINE TERMINAL - TL-3

014607

SEVERE-DUTY CRASH CUSHION (WITH TL3 SC-SC-GORE MASH

SYSTEM) 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

011031 CONCRETE BARRIER (TYPE 60SD) 83

016011 REMOVE TRAFFIC STRIPE (TAPE) 84

2 BIDDING

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

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

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. Railroad Relations:

1.1. Railroad Relations and Insurance Requirements

2. Materials Information:

2.1. Asbestos containing materials and Lead Report

2.2. Geotechnical Design Report for the south Madera

Gap closure dated October 18, 2023

2.3. Paleontological Mitigation Plan_3-27-2025

2.4. Aerially Deposited Lead Site Investigation

concentration data and sample location

2.5. Deflection Study Report and Pavement Condition

Core

2.6. WARRANTY BOND

2.7. Potential Construction Staging Areas

2.8. Department Furnished Materials and Expenses

Items Subject to Buy America

Available as specified in the Standard Specifications

1. Bridge as-built drawings

2. Existing Pavement Profile Smoothness files in PPF Format.

3. The following electronic files:

3.1. Original survey data in DWG format

3.2. Alignment data in DWG format

3.3. Cross sections in 2D PDF format

3.4. Cross section in 2D DGN format

3.5. 3D digital design file in DWG format

Delete section 2-1.20.

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

Replace Reserved in section 2-1.44 with:

2-1.44 ESCROW OF BID DOCUMENTATION

2-1.44A General The Department requires the first, second, and third apparent low bidders submit bid documentation to be placed in escrow. If requested, the fourth and subsequent apparent low bidders must submit bid documentation for escrow.

Nothing in the bid documentation is to be construed to change or modify the terms or conditions of the contract.

The Department will not use bid documentation for pre-award evaluation of your anticipated methods of construction or to assess your qualifications for performing the work.

Your signature on the bid form certifies that you have examined the contents and have submitted all documents used in preparation of the bid submittal for escrow.

The Department stipulates and expressly acknowledges that the submitted bid documentation constitutes trade secrets and will not be deemed public records. This acknowledgment is based on the Department's express understanding that the information contained in the bid documentation is not known outside the bidder's business, is known only to a limited extent and only by a limited number of employees of the bidder, is safeguarded while in the bidder's possession, is extremely valuable to the bidder and could be extremely valuable to the bidder's competitors by virtue of it reflecting the bidder's contemplated techniques of construction.

The Department acknowledges that the bid documentation includes a compilation of information used in the bidder's business, intended to give the bidder an opportunity to obtain an advantage over competitors who do not know of or use the contents of the documentation.

The Department agrees to safeguard the bid documentation, and all information contained therein, against disclosure, including disclosure of subcontractor bid documentation to you and other subcontractors, to the fullest extent permitted by law.

In the event of arbitration or litigation, the bid documentation will be subject to discovery, and the Department assumes no responsibility for safeguarding the bid documentation unless you have obtained an appropriate protective order issued by the arbitrator or the court.

Bid documentation will be held in escrow until the Contract has been completed, the ultimate resolution of all disputes and claims has been achieved, and receipt of final payment has been accepted by you. The escrowed bid documentation will then be released from escrow.

2-1.44B Bid Documentation Submittal Bid documentation must be submitted by an authorized representative to the Duty Senior. Submit the name of the authorized representative to the Duty Senior no later than 4:00 p.m. on the first Monday after the bid opening.

Submit bid documentation to the Duty Senior for escrow on the first Tuesday after bid opening between 1:00 p.m. and 2:00 p.m at:

DISTRICT 06 CONSTRUCTION DUTY SENIOR

90 West Ashlan Avenue, Suite 110 Clovis, CA 93612 E-MAIL Duty Senior at: D6.Construction.Duty Senior@dot.ca.gov

Submit a hard copy of your bid documentation in a sealed container, clearly marked with the bidder's name, date of submittal, contract number, and the words, "Bid Documentation for Escrow."

Bid documentation must be legible and contain all documents, including calculations, used to compile the bid submittal. Clearly itemize your estimated costs of performing the work. Calculations must be complete and detailed enough to allow for an in-depth analysis of your bid. These are the only documents that will be accepted from you regarding preparation of the bid for use in resolution of disputes.

Bid documentation for escrow must include:

1. Quantity takeoffs.

2. Rate schedules for the direct costs and the time- and non-time related indirect costs for:

2.1. Labor (by craft).

2.2. Plant and equipment ownership and operation.

2.3. Permanent and expendable materials, insurance, and subcontracted work.

3. Estimated construction schedules, including sequence and duration, and development of production rates.

4. Quotations, terms, and limitations of quotes and subcontracts related to subcontractors, manufacturers, and suppliers.

5. Estimates of field and home office overhead.

6. Estimated contingency and profit for each bid item of work.

7. Names of the persons responsible for preparing the bidder's estimate and other reports, calculations, assumptions, and supplemental information used by the bidder to arrive at the estimate submitted with the Bid book.

8. Bid documentation for each subcontractor, manufacturer, and supplier whose subcontract or purchase orders exceed or are expected to exceed $250,000.00. Bid documentation for other subcontractors, manufacturers, and suppliers may be submitted, if required by the bidder, or requested by the subcontractor, manufacturer, or supplier.

If the bidder is a joint venture, the bid documentation must include the joint venture agreement, the joint venture estimate comparison, and final reconciliation of the joint venture bid.

The Department provides copies of the verified Bid books submitted by the 1st, 2nd, and 3rd low bidders to the respective bidders for inclusion in the bid documentation to be escrowed.

The bid documentation of a subcontractor, manufacturer, or supplier must conform to the same requirements as the bidder's documentation.

Subcontracts and purchase orders not executed or entered into at the time of bid must be submitted for inclusion in the escrowed documentation within 14 days of execution of the subcontract or purchase order.

To substitute a subcontractor, manufacturer, or supplier you must submit replacement bid documentation for review, approval, and escrow before authorization of the substitution will be granted.

Failure to submit the complete bid documentation within the time specified may result in a nonresponsive bid.

2.1.44C Bid Documentation Evaluation The authorized representative of the apparent low bidder and the Department will evaluate the apparent low bidder's bid documents for escrow for legibility and to ensure authenticity.

If requested, the bid documentation of a subcontractor, manufacturer, or supplier will be evaluated only by the subcontractor, manufacturer, or supplier and the Department. The bid documentation must be placed in a separate container within the bidder's container. Evaluation of subcontractors', manufacturers', and suppliers' bid documentation will be accomplished in the same manner as for the bidder's bid documentation. The request from the subcontractor, manufacturer, or supplier must be included with the bid documentation.

Evaluation of bid documentation will not include review or constitute approval of:

1. Proposed construction methods

2. Estimating assumptions

3. Interpretation of the contract

The evaluation will not alter any conditions or terms of the contract.

Acceptance or rejection of the apparent low bidder's bid documentation by the Department will be completed within 48 hours of the apparent lower bidder's submittal.

Once the documentation has been evaluated and deemed to be legible and authentic it will be inventoried.

At the completion of the evaluation, the apparent low bidder's bid documentation will be sealed and jointly deposited in a vault or secure, locked room at 90 west Ashlan Avenue, Suite 110 in Clovis, CA .

Bid documentation submitted by the second and third apparent low bidders will be sealed and jointly deposited in a vault or secure, locked room at 90 west Ashlan Avenue, Suite 110 in Clovis, CA.

If the apparent low bid is withdrawn, rejected, or nonresponsive, the bid documentation of the next low bidder will be evaluated and inventoried in the manner specified above.

Upon execution of the contract or rejection of all bids, the bid documentation will be returned to the unsuccessful bidders.

2-1.44D Bid Documentation Use Bid documentation is subject to joint review by you, your authorized representative and the Department.

The documentation may be reviewed, referenced and specific pages may be photocopied to determine the source of the bid item quantity costs as bid.

Components of the bid documentation may be examined by your authorized representative and the Department at any time to assist in the negotiation of price adjustments and change order work or to settle claims or disputes.

If a subcontractor, manufacturer, or supplier requests, its bid documentation will be subject to only joint examination by the subcontractor, supplier, or manufacturer and the Department unless it involves a dispute or claim against the Department.

The joint examination must be performed within 15 days of receipt of a written request to do so by either party. Refusal by you to participate in the joint examination of bid documentation will be considered as a failure by you to exhaust administrative claim remedies with respect to the particular protest, notice of potential claim, or claim. In addition, this refusal by you constitutes a bar to future arbitration with respect to the protest, potential claim, or claim as provided by Public Contract Code § 10240.2.

If requested by a Dispute Resolution Advisor or Dispute Resolution Board, the bid documentation may be used to assist the Advisor or Board in its recommendations.

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…