11-430874 Clairemont Drive Bridge Deck Repair.pdf

Bids open Tuesday, December 1, 2026 Dated October 5, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY IN SAN

DIEGO AT CLAIREMONT DRIVE OVERCROSSING

In District 11 On Route 5

Under Bid book dated October 5, 2026 Standard Specifications dated 2025

Project plans approved August 31, 2026 Standard Plans dated 2025

Identified by Contract No. 11-430874

11-SD-5-R22.3

Project ID 1119000193

Federal-Aid Project

IM-005-1(010)

SPECIAL NOTICES

• See sections 2 and 3 for contractors' registration requirements.

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

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

Subcontractor Preference.

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

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

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

1.03, 7-1.04, and 12.

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

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

• See section 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.

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

2-1.09.

Contract No. 11-430874 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

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

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

51 CONCRETE STRUCTURES

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

60 EXISTING STRUCTURES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

72 SLOPE PROTECTION

73 CONCRETE CURBS AND SIDEWALKS

75 MISCELLANEOUS METAL

78 INCIDENTAL CONSTRUCTION

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

ii

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XI MATERIALS

90 CONCRETE

iii

STANDARD PLANS LIST

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

RSP A3A Abbreviations (Sheet 1 of 3)

RSP A3B Abbreviations (Sheet 2 of 3)

RSP A3C Abbreviations (Sheet 3 of 3)

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

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

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

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

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

A20A Pavement Markers and Traffic Lines - Typical Details

A20B Pavement Markers and Traffic Lines - Typical Details

A20D Pavement Markers and Traffic Lines - Typical Details

A20E Traffic Lines - Typical Details for Contrast Striping

A20G Exit Ramp with Enhanced Pavement Markers for Wrong Way 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

A62A Excavation and Backfill - Miscellaneous Details

A62D Excavation and Backfill - Concrete Pipe Culverts

A62E Excavation and Backfill - Cast-In-Place Reinforced Concrete Box and Arch Culverts

A63A Portable Concrete Barrier (Type 60K)

A63B Portable Concrete Barrier (Type 60K)

A87A Curbs and Driveways

A87B Hot Mix Asphalt Dikes

RSP A88A Curb Ramp Details

A88B Curb Ramp and Island Passageway Details

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

P74 Pavement Edge Treatments

P75 Pavement Edge Treatments - Overlays iv

P76 Pavement Edge Treatments - New Construction

D131 Infiltration Trench and Observation Well

H1 Landscape and Erosion Control Symbols

H2 Landscape Details

H3 Landscape Details

H4 Landscape Details (Sprinkler Assembly)

H5 Landscape Details (Swing Joint and Protector)

H6 Landscape Details

H7 Landscape Details

RSP H8 Landscape Details

H9 Landscape Details

H10 Irrigation Controller Enclosure Cabinet

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)

RSP T3A Temporary Railing (Type K)

T3B Temporary Railing (Type K)

T3C Temporary Barrier System (Cross Bolt)

T3D Temporary Barrier System (Cross Bolt)

T3E Temporary Barrier System (Cross Bolt)

T3F Temporary Barrier System (Cal F-23)

T3F2 Temporary Barrier System (Cal F-23)

T3G Temporary Barrier System (Staking or Anchoring)

T3G2 Temporary Barrier System (Staking or Anchoring)

RSP T5 Temporary Terminal Section (Type K)

T9 Traffic Control System Tables for Lane and Ramp Closures

T10 Traffic Control System for Lane Closure on Freeways and Expressways

T14 Traffic Control System for Ramp Closure

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) v

T30 Temporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour

T31 Temporary Pedestrian Access Routes - Typical Sidewalk Diversion Within Roadbed

T32 Temporary Pedestrian Access Routes - Typical Sidewalk/Crosswalk Closure and Pedestrian Detour

T53 Temporary Water Pollution Control Details (Temporary Cover)

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)

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

B11-51 Tubular Handrailing

B11-52 Chain Link Railing Type 7

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

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

B14-3 Communication and Sprinkler Control Conduits (Conduit 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

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)

S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape

S95 Roadside Single Sheet Aluminum Signs, Diamond Shape

ES-1A Electrical Systems (Legend)

ES-1B Electrical Systems (Legend)

ES-1C Electrical Systems (Legend)

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-3H Electrical Systems (Irrigation Controller Enclosure Cabinet)

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

ES-4A Electrical Systems (Signal Head Mounting) vi

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-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-7A Electrical Systems (Signal and Lighting Standard, Type TS, and Type 2 Post)

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

ES-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-7H Electrical Systems (Signal and Lighting Standard, Case 5 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 60' to 65')

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

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-9E Electrical Systems (Flush-Mounted Soffit, Pendant soffit and Wall-Mounted Luminaire Structure Installations)

ES-9F Electrical Systems (Flush-Mounted Soffit Luminaire Details)

ES-10B Electrical Systems (Isofootcandle Curves)

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-15D Electrical Systems (Lighting and Sign Illumination Control) vii

CANCELED STANDARD PLANS LIST

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

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Tuesday, December 1, 2026

Dated October 5, 2026

General work description: Clairemont drive bridge deck repair.

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

STATE HIGHWAY IN SAN DIEGO COUNTY IN SAN DIEGO AT CLAIREMONT DRIVE

OVERCROSSING.

District-County-Route-Post Mile: 11-SD-5-R22.3

Contract No. 11-430874

The Contractor must have either a Class A license or the following Class C license which constitutes a majority of the work: C-8.

Federal-aid project no.:

IM-005-1(010)

For the Federal training program, the number of trainees or apprentices is 8.

Bids must be on a unit price basis.

Complete the work, excluding plant establishment and permanent erosion control establishment work, within 200 working days.

Complete the work, including plant establishment and permanent erosion control establishment work, within 450 working days.

Complete the plant establishment work within 250 working days.

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

The estimated cost of the project is $20,300,000.

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 200

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 5

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 20

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 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 9

0010 120120 TYPE III BARRICADE EA 10

0011 120149 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 760

0012 120159 TEMPORARY TRAFFIC STRIPE (PAINT) LF 11,830

0013 120195 TRAFFIC DRUM EA 45

0014 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 20

0015 120300 TEMPORARY PAVEMENT MARKER EA 190

0016 120320 TEMPORARY BARRIER SYSTEM LF 1,630

0017 124010 TEMPORARY SHUTTLE SERVICE LS LUMP SUM

0018 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8

0019 129105 TEMPORARY CRASH CUSHION TL-2 EA 5

0020 130100 JOB SITE MANAGEMENT LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0022 130312 PRE-STORM EVENT INSPECTION REPORT EA 1

0023 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 20

0024 130331 STORMWATER ANNUAL REPORT EA 2

0025 130530 TEMPORARY HYDRAULIC MULCH (BONDED

FIBER MATRIX)

SQYD 3,130

0026 130610 TEMPORARY CHECK DAM LF 130

0027 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 11

0028 130640 TEMPORARY FIBER ROLL LF 1,550

0029 130650 TEMPORARY GRAVEL BAG BERM LF 70

0030 130710 TEMPORARY CONSTRUCTION ENTRANCE EA 2

0031 130730 STREET SWEEPING LS LUMP SUM

0032 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0033 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0034 141001 HEALTH AND SAFETY PLAN LS LUMP SUM

0035 038275 MANAGE SOLID WASTE GENERATED BY THE

PUBLIC

HR 320

0036 141101 REMOVE YELLOW PAINTED TRAFFIC STRIPE

(HAZARDOUS WASTE)

LF 930

0037 141120 TREATED WOOD WASTE LB 1,400

0038 153121 REMOVE CONCRETE (CY) CY 430

0039 037522 TEMPORARY PROTECTION FENCE (ROPE) LF 540

0040 170105 CLEARING AND GRUBBING (ACRE) ACRE 3

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 190101 ROADWAY EXCAVATION CY 2,760

0042 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY

DEPOSITED LEAD)

CY 340

0043 192003 (F) - STRUCTURE EXCAVATION (BRIDGE) CY 3.5

0044 193003 (F) - STRUCTURE BACKFILL (BRIDGE) CY 2.3

0045 198010 IMPORTED BORROW (CY) CY 1

0046 200002 ROADSIDE CLEARING LS LUMP SUM

0047 200052 PRUNE EXISTING PLANTS LS LUMP SUM

0048 200113 ROCK MULCH SQFT 12,500

0049 200122 WEED GERMINATION SQYD 13,200

0050 202038 PACKET FERTILIZER EA 14,740

0051 204011 PLANT (GROUP K) EA 230

0052 204025 PLANT (GROUP Z) (EA) EA 57

0053 204035 PLANT (GROUP A) EA 9,190

0054 204036 PLANT (GROUP B) EA 1,600

0055 204038 PLANT (GROUP U) EA 81

0056 204045 SOD SQYD 2,600

0057 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0058 205035 WOOD MULCH CY 380

0059 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0060 206402 OPERATE EXISTING IRRIGATION FACILITIES LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM

0062 206410 SALVAGE IRRIGATION FACILITY LS LUMP SUM

0063 206560 CONTROL AND NEUTRAL CONDUCTORS LS LUMP SUM

0064 206562 1" REMOTE CONTROL VALVE EA 7

0065 206564 1 1/2" REMOTE CONTROL VALVE EA 33

0066 206565 2" REMOTE CONTROL VALVE EA 1

0067 037939 2" REMOTE CONTROL VALVE (MASTER) EA 1

0068 018498 48 STATION IRRIGATION CONTROLLER AND

ENCLOSURE '27A'

EA 1

0069 018499 48 STATION IRRIGATION CONTROLLER AND

ENCLOSURE '27B'

EA 1

0070 208426 2" BACKFLOW PREVENTER ASSEMBLY EA 1

0071 208442 FLOW SENSOR EA 1

0072 208445 TREE WELL SPRINKLER ASSEMBLY EA 370

0073 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 132

0074 208447 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 12

0075 208448 RISER SPRINKLER ASSEMBLY EA 45

0076 208449 POP-UP SPRINKLER ASSEMBLY EA 60

0077 208565 REPLACE VALVE BOX COVER EA 12

0078 208575 2" GATE VALVE EA 7

0079 208588 3" GATE VALVE EA 3

0080 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 8,149

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 3,426

0082 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 274

0083 208598 (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 2,648

0084 208599 (F) - 2 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 160

0085 208607 (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY

LINE)

LF 3,324

0086 208739 10" CORRUGATED HIGH DENSITY

POLYETHYLENE PIPE CONDUIT

LF 130

0087 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1

0088 210430 HYDROSEED SQFT 119,000

0089 210610 COMPOST (CY) CY 190

0090 210630 INCORPORATE MATERIALS SQFT 2,600

0091 260203 CLASS 2 AGGREGATE BASE (CY) CY 980

0092 374002 ASPHALTIC EMULSION (FOG SEAL COAT) TON 0.2

0093 390132 HOT MIX ASPHALT (TYPE A) TON 1,170

0094 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 850

0095 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 461

0096 397005 TACK COAT TON 2.1

0097 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2,490

0098 420203 GRIND EXISTING BRIDGE DECK SQYD 23

0099 510053 (F) - STRUCTURAL CONCRETE, BRIDGE CY 23

0100 046491 (F) - STRUCTURAL CONCRETE, BRIDGE (RSC) CY 422

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 511106 DRILL AND BOND DOWEL LF 182

0102 511111 DRILL AND BOND DOWEL (CHEMICAL

ADHESIVE) (LF)

LF 17

0103 511118 CLEAN EXPANSION JOINT LF 349

0104 519091 JOINT SEAL (MR 1 1/2") LF 150

0105 519100 JOINT SEAL (MR 2") LF 199

0106 520102 BAR REINFORCING STEEL (BRIDGE) LB 4,589

0107 048204 (F) - BAR REINFORCING STEEL (BRIDGE, EPOXY

COATED)

LB 3,518

0108 048205 (F) - BAR REINFORCING STEEL (BRIDGE,

STAINLESS STEEL)

LB 1,943

0109 048315 (F) - HEADED BAR REINFORCEMENT (EPOXY

COATED)

EA 52

0110 048539 (F) - WELDED WIRE REINFORCEMENT (EPOXY

COATED)

SQYD 5.3

0111 560223 (F) - FURNISH SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 3,100

0112 560224 (F) - INSTALL SIGN STRUCTURE (BRIDGE

MOUNTED WITHOUT WALKWAY)

LB 3,100

0113 568046 REMOVE SIGN STRUCTURE (EA) EA 4

0114 568050 REMOVE BRIDGE MOUNTED SIGN EA 3

0115 600001 PUBLIC SAFETY PLAN LS LUMP SUM

0116 048402 ABANDON BRIDGE DECK DRAIN EA 5

0117 600011 RAPID SETTING CONCRETE (PATCH) CF 70

0118 600031 REMOVE CONCRETE DECK SURFACE SQFT 45,443

0119 600033 REMOVE UNSOUND CONCRETE CF 70

0120 600037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 73,870

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0121 600041 FURNISH POLYESTER CONCRETE OVERLAY CF 7,403

0122 600043 (F) - PLACE POLYESTER CONCRETE OVERLAY SQFT 73,870

0123 600066 CORE CONCRETE (4") LF 4

0124 600115 BRIDGE REMOVAL (PORTION), LOCATION A LS LUMP SUM

0125 600116 BRIDGE REMOVAL (PORTION), LOCATION B LS LUMP SUM

0126 604100 GALVANIC ANODES EA 16,360

0127 015571 FILTER FABRIC (CLASS D) SQYD 56

0128 017854 CLASS 6 PERMEABLE MATERIAL (CY) CY 110

0129 013859 CLASS 1 PERMEABLE MATERIAL CY 10

0130 730070 DETECTABLE WARNING SURFACE SQFT 80

0131 731508 MINOR CONCRETE (EXPOSED AGGREGATE

CONCRETE)

SQFT 3,230

0132 731627 MINOR CONCRETE (CURB, SIDEWALK AND

CURB RAMP)

CY 200

0133 733000 PRE/POST CONSTRUCTION SURVEYS EA 4

0134 750501 (F) - MISCELLANEOUS METAL (BRIDGE) LB 1,126

0135 780440 PREPARE AND STAIN CONCRETE SQFT 23

0136 780447 STAIN GALVANIZED SURFACES (LF) LF 883

0137 780460 (F) - ANTI-GRAFFITI COATING SQFT 4,347

0138 016300 LANE SEPARATION SYSTEMS (EA) EA 58

0139 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 540

0140 820250 REMOVE ROADSIDE SIGN EA 17

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0141 820590 RELOCATE ROADSIDE SIGN-ONE POST EA 2

0142 820710 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 490

0143 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 270

0144 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 140

0145 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 30

0146 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 160

0147 820820 METAL (BARRIER MOUNTED SIGN) LB 10

0148 820840 ROADSIDE SIGN - ONE POST EA 23

0149 820850 ROADSIDE SIGN - TWO POST EA 4

0150 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 15

0151 018485 INSTALL SIGN (MAST-ARM MOUNTING

BRACKETS)

EA 2

0152 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 6

0153 832073 VEGETATION CONTROL MAT (RUBBER OR

FIBER)

SQYD 50

0154 833032 (F) - CHAIN LINK RAILING (TYPE 7) LF 453

0155 833033 (F) - CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 430

0156 049018 PERFORATED STEEL SCREEN ENCLOSURE -

SCONCE

EA 16

0157 833088 (F) - TUBULAR HANDRAILING LF 254

0158 047381 (F) - CONCRETE BARRIER (TYPE 2, PORTION) LF 4.1

0159 839758 SALVAGE METAL BRIDGE RAILING LF 1,141

0160 839790 RECONSTRUCT METAL RAILING (BRIDGE) LF 21

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0161 839882 (F) - CONCRETE BARRIER (TYPE 732SW

MODIFIED)

LF 1,145

0162 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 2,630

0163 840517 PREFORMED THERMOPLASTIC PAVEMENT

MARKING

SQFT 4,600

0164 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 5,330

0165 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 1,080

0166 846020 REMOVE PAINTED TRAFFIC STRIPE LF 1,370

0167 846033 REMOVE TRAFFIC STRIPE LF 3,740

0168 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 130

0169 847077 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 12-3)

LF 290

0170 847196 CONTRAST STRIPE PAINT (2-COAT) LF 3,580

0171 847218 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 5,630

0172 847220 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 6-1)

LF 470

0173 847221 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 17-7)

LF 2,290

0174 847223 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 8-4)

LF 990

0175 847224 8" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY)

LF 870

0176 870136 ELECTRIC SERVICE FOR IRRIGATION LS LUMP SUM

0177 016126 RECTANGULAR RAPID FLASHING BEACON

SYSTEM

LS LUMP SUM

0178 872002 TEMPORARY SIGNAL SYSTEMS LS LUMP SUM

0179 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0180 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0181 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0182 014188 SUBSURFACE LOCATOR LS LUMP SUM

0183 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

018355 STORMWATER SAMPLING AND ANALYSIS (DAY) 13

038275 MANAGE SOLID WASTE GENERATED BY THE PUBLIC 14

037522 TEMPORARY PROTECTION FENCE (ROPE) 16

018498 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ‘27A’ 20

018499 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ‘27B’ 20

046491 STRUCTURAL CONCRETE, BRIDGE (RSC) 51

048204 BAR REINFORCING STEEL (BRIDGE, EPOXY COATED) 52

048205 BAR REINFORCING STEEL (BRIDGE, STAINLESS STEEL) 52

048315 HEADED BAR REINFORCEMENT (EPOXY COATED) 52

048539 WELDED WIRE REINFORCEMENT (EPOXY COATED) 52

048402 ABANDON BRIDGE DECK DRAIN 60

016895 TEMPORARY DRAINAGE INLET PROTECTION (BLDT) 79

016300 LANE SEPARATION SYSTEMS 81

018485 INSTALL SIGN (MAST-ARM MOUNTING BRACKETS) 82

049018 PERFORATED STEEL SCREEN ENCLOSURE - SCONCE 83

047381 CONCRETE BARRIER (TYPE 2, PORTION) 83

014188 SUBSURFACE LOCATOR 87

2 BIDDING

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

The Department makes the following supplemental project information available:

Supplemental Project Information Means Description

Included in the Information Handout Aerially Deposited Lead Site Investigation & Sample Report, dated June & July 2023 Barrier Rail Type 25 1966 Standard Plans Costal Permit Waiver Water Availability Letter Clairemont Drive Overcrossing Bridge ACM/LCP Survey, dated Aug 2024 Railroad Relations and Insurance Requirements

Available as specified in the Standard Specifications

Bridge as-built drawings 11-430874-Digital-Design-Files.zip

Add to section 2-1.09:

The item total for plant establishment work must be at least $70,000.

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:

For a contract with a total bid over $1 million and 100 or more working days, professionally facilitated project partnering is required.

Replace the 1st paragraph of section 5-1.09C with:

For a contract with a total bid over $1 million and 100 or more working days, training in partnering skills development is required.

Delete section 5-1.13B.

Replace section 5-1.13E with:

5-1.13E Prompt Payment Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay duly authorized motor carriers of property in dump trucks for transportation charges under Bus & Prof Code § 7108.6. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable

Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount

The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith. Submit requested documents within 10 days of receipt of request.

The Department may withhold the same amount of your withhold from a future progress pay estimate if the Department determines any of the following has occurred:

1. Withhold was not applied in good faith

2. Requested additional withhold documentation records were not provided

3. Payment information was not submitted through the prompt payment monitoring system

4. Required withhold notification was not provided

The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Replace section 5-1.15 with:

5-1.15 SAFETY REPRESENTATIVE

5-1.15A General Designate an on-site safety representative to superintend project safety for the duration of this Contract.

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

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

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

5-1.15B Submittals Submit a resume of the safety representative before starting work on the project, including education, completed safety training, and safety experience in heavy construction, heavy industrial, or oil and energy industry.

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

1. Name of the entity providing certification

2. Name of the individual receiving certification

3. Date when the certification was provided

4. Expiration date, if applicable

Submit a copy of the SSSP as an informational submittal:

1. At least 15 days before starting work

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

5-1.15C Certifications The safety representative must have completed training and received a certificate of completion for the Cal/OSHA 30-hour - Cal/OSHA Standards for the Construction Industry or OSHA 510 – OSHA Standards for the Construction Industry training course.

The safety representative must have one of the following certifications:

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

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

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

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

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

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

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

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

5-1.15D Qualifications The safety representative must be a competent and qualified person, as defined by Cal/OSHA, and must provide safety oversight on the project. The safety representative must have:

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

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

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

Code of Regs safety requirements

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

1. First aid

2. Cardiopulmonary resuscitation

5-1.15E Duties and Responsibilities The safety representative must be available by:

1. Cellular telephone

2. Two-way radio

3. Mobile internet access

The safety representative must:

1. Develop the SSSP

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

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

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

5. Conduct weekly job site safety meetings

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

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

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

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

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

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

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

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

Add to the end of section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

Coincident or Adjacent Contracts

Contract no. County–Route–Post Mile Location Type of work 11-431614 SD-5-R20.56/R54.54 San Diego Bridge rehab, RSP, Culvert rehab, TMS & ADA curb ramp upgrades

11-2T3774 SD-5-Var San Diego Managed lane extension with express lanes, auxiliary lanes, drainage upgrades, and community enhancements

11-2T3674 SD-Var-Var San Diego Conversion of existing HOV lanes to Express Lanes with new overhead sign structures, median barrier upgrades, drainage improvements, and electrical system upgrades

Coordinate lane closures and traffic handling with the Engineer and with contractors of coincident or adjacent projects. Potential conflicts may not be limited to the contracts listed above.

Replace section 5-1.20H with:

5-1.20H Railroad Flagging 5-1.20H(1) General 5-1.20H(1)(a) Summary Section 5-1.20H includes specifications for providing railroad flagging services at the railroad location shown. The project involves work on or in the near vicinity of railroad or highway crossing DOT __#026846A__, Railroad milepost (RMP) _0261.66__, Railroad subdivision _San Diego_, involving the North County Transit District Company (NCTD) folder number _N/A__.

Comply with the documents entitled “RR Requirements for I-5 Clairemont Drive Bridge Rehabilitation Project” of the Information Handout. See section 5-1.20C for additional railroad relations requirements.

5-1.20H(1)(b) Definitions Not Used

5-1.20H(1)(c) Submittals Submit weekly logs identifying railroad flaggers’ names, hours flagged and date of railroad flagging.

Submit each week’s log by the following Monday. The Department will notify you within 5 business days if there is disagreement with the weekly log information.

Submit copies of the railroad flagging company’s invoices and proof of your payments. The Department will not compensate you without receiving the required documentation.

Prior to requesting Contract acceptance, submit a notarized confirmation statement from each railroad flagging service company used that states they have no outstanding billing due and have received payment for their services on this project. The Department does not provide Contract acceptance when there are unpaid railroad flagging services remaining.

5-1.20H(1)(d) Quality Assurance Not Used

5-1.20H(2) Materials Not Used

5-1.20H(3) Construction 5-1.20H(3)(a) General Notify the Engineer and NCTD representative of the following:

1. The date and time of mandatory preconstruction meeting

2. Your notice to proceed with the work, provided a minimum of 30 days in advance of work to be performed within the railroad right of way

3. Work or equipment to be located within 25 feet of or above a railroad track, a minimum of 45 days in advance of such work

The contact information for the NCTD representative for this project is NCTD’s Sr. Real Estate Administrator at ROW@nctd.org or (760) 967-2851.

Meet with the Engineer and NCTD representative at a mandatory preconstruction meeting to be held a minimum of 21 days prior to the start of jobsite activities. Discuss the work to be performed including your means and methods. Discuss requirements for coordination and scheduling railroad flagging, including notifications of potential changes in scheduled work.

Within the notification of work in proximity of the railroad, include the type of work to be performed and equipment to used. You will be notified by the railroad representative of railroad flagging requirements, including number of flaggers required within 30 days of your notification. You are responsible to notify the Engineer, NCTD representative and railroad flagging company of changes in your work to be performed that may change railroad flagging needs. These notifications must be made a minimum of 10 days in advance of the changed work.

Comply with the railroad’s published policy found at: https://gonctd.com/about-nctd/accountability/working-around-the-rails/ for scheduling railroad flagging

Securing railroad flagging services will not relieve you of your responsibilities or liabilities pertaining to

NCTD.

Comply with the Railroad Coordination Requirements of the Information Handout.

5-1.20H(3)(b) Railroad Flagging Services Unless otherwise provided in writing by the NCTD representative, railroad flagging services are required when your personnel or equipment are:

1. Within 25 feet of a railroad track

2. Operating above a railroad track

3. Operating in the vicinity of the railroad track that may affect railroad operations, such as crane usage

4. Creating an intrusion into the track zone that creates an extraordinary hazard to railroad traffic

5. Operating in proximity to the railroad, as described in your notice to the railroad representative, that requires assigned railroad flagging services as deemed necessary by the NCTD representative

You must coordinate railroad flagging services with the NCTD representative, railroad flagging services Jacobs Project Management Company “Jacobs”, and the Engineer, for your work that may require railroad flagging. Include the following information on each notification, submittal or written correspondence with NCTD:

1. Railroad or highway _026846A___

2. RMP _0261.66__

3. Railroad subdivision _San Diego _

4. NCTD folder number _N/A_____

The railroad representative will make the final decision of railroad flagging needs based on your description of your work activities, personnel and equipment in your notification and actual field operations. If your operations are delayed because an insufficient number of railroad flagging personnel are scheduled due to description of work in the notification not aligning with actual field operations, you are responsible for your delay costs.

You must comply with requirements for railroad flagging services as identified within the Contractor’s Right of Entry Agreement issued by NCTD. You are responsible for any costs associated with failure to comply with these requirements. If NCTD or the railroad flagging service bills you for expenses incurred for your failure to comply, you must pay such bills within 30 days of bill receipt. The Department does not reimburse those costs incurred for your failure to comply.

You are responsible for direct and timely payment of undisputed railroad flagging services provided by the NCTD-approved railroad flagging subcontractor. The Department reimburses you these costs upon your submittal of required documentation and proof of your payment.

The Engineer and NCTD representative will monitor your operations for compliance with required railroad flagging services. Failure to comply with railroad flagging service requirements may result in your removal from railroad property until you demonstrate compliance intent. If additional railroad flagging requirements are instituted by NCTD due to your noncompliance, you are responsible for compliance with the additional requirements including additional direct cost and indirect cost impacts. The Department does not reimburse your additional costs.

It is estimated this project will require __5___ days of railroad flagging service.

Select a flagging service subcontractor from the following list of NCTD-approved railroad flagging companies:

1. Jacobs Project Management Company “Jacobs” email: Adriana.Gagner@jacobs.com and Ralph.Godinez@jacobs.com phone: (657) 274-6754

5-1.20H(3)(c) Railroad Operations Normal train operations over the crossing or through the project consists of _44_ freight trains and _1_ passenger trains daily with a timetable speed of _5-75__ mph. Specific details regarding train operations may be obtained by consulting with the NCTD office located at _810 Mission Avenue, Oceanside, CA 92054 and by phone (760) _967-2851_.

5-1.20H(4) Payment Payment for flagging services is compensated under section 9-1.05.

Add to the end of section 5-1.32:

Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.

Add between the 2nd and 3rd paragraphs of section 5-1.36C(3):

During the progress of the work under this Contract, the utility owner will relocate a utility shown in the following table within the corresponding number of working days shown. Notify the Engineer when the site is ready for utility work. After verifying the site is ready for utility work, the Engineer notifies the utility owner. The working days to relocate start on the notification date to the utility owner.

Utility Relocation and Department-Arranged Time for the Relocation Utility Location Working days

AT&T UG Line Clairmont Drive Sta 27+00 to 31+00 10 notification days plus 30 working days

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

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

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

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

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

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

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

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

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

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

5-1.43E(1)(i) Payment Pay the DRA or each DRB member for meeting participation as follows:

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

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

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

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

The Department pays:

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

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

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

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

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

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

1. DRA on site meeting

2. DRB on site meeting

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

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

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

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

1. Withhold from the next progress payment

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

Add to the beginning of section 6-1.02:

The Department furnishes you with:

. Electronics assembly for battery backup systems as follows:

1.1. Inverter/charger unit

1.2. Power transfer relay

1.3. Manually-operated bypass switch

1.4. Battery harness

1.5. Utility interconnect wires

1.6. Battery temperature probe

1.7. Relay contact wires

2. Model 2070LX controller assembly, including controller unit, completely wired controller cabinet and detector sensor units for traffic signals and ramp metering.

The Department furnishes you with completely wired controller cabinets with auxiliary equipment but without controller unit at Caltrans District 11 Metro Maintenance Station 7181 Opportunity Rd, San Diego, CA 92111. At least 48 hours before you pick up the materials, inform the Engineer of what you will pick up and when you will pick it up.

Replace section 6-1.03B with:

6-1.03B Submittals 6-1.03B(1) General Not Used

6-1.03B(2) Work Plan For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:

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

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

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

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

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

9. Analyses that will be performed for lead and pH

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

10.1. Source property history

10.2. Land use adjacent to source property

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

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