12-0S0804 Construct Maintenance Facility and Modify Traffic Management Systems.pdf

Bids open Tuesday, December 8, 2026 Dated October 19, 2026 OSD

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION AND BUILDING CONSTRUCTION ON STATE HIGHWAY

IN ORANGE COUNTY IN ORANGE AND SANTA ANA FROM 0.1 MILE EAST OF

CAMBRIDGE STREET OVERCROSSING TO ROUTE 22/55 SEPARATION AND

AT THE ORANGE MAINTENANCE FACILITY

In District 12 On Route 22

Under Bid book dated October 19, 2026 Standard Specifications dated 2025

Project plans approved June 26, 2026 Standard Plans dated 2025

Identified by Contract No. 12-0S0804 12-Ora-22-R12.5/R13.2 Project ID 1219000088

Federal-Aid Project

NH-P022(035)

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.

• This is a building-construction federal-aid project. You must perform at least 30 percent of the value of the total bid with your own forces. See section 5-1.13.

• 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 2-1.08 for optional job site visit requirements.

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

Contract No. 12-0S0804 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

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

20 LANDSCAPE

DIVISION V SURFACINGS AND PAVEMENTS

39 ASPHALT CONCRETE

DIVISION VI STRUCTURES

49 PILING

56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES

DIVISION VII DRAINAGE FACILITIES

62 STORMWATER TREATMENT

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

83 RAILINGS AND BARRIERS

84 MARKINGS

DIVISION X ELECTRICAL WORK

86 GENERAL

87 ELECTRICAL SYSTEMS

DIVISION XII BUILDING CONSTRUCTION

99 BUILDING CONSTRUCTION

ii

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.

0BRSP A3A 1BAbbreviations (Sheet 1 of 3)

2BRSP A3B 3BAbbreviations (Sheet 2 of 3)

4BRSP A3C 5BAbbreviations (Sheet 3 of 3)

6BA10A 7BLegend - Lines and Symbols (Sheet 1 of 5)

8BA10B 9BLegend - Lines and Symbols (Sheet 2 of 5)

10BA10C 11BLegend - Lines and Symbols (Sheet 3 of 5)

12BA10D 13BLegend - Lines and Symbols (Sheet 4 of 5)

14BA10E 15BLegend - Lines and Symbols (Sheet 5 of 5)

16BA10F 17BLegend - Soil (Sheet 1 of 2)

18BA10G 19BLegend - Soil (Sheet 2 of 2)

20BA10H 21BLegend - Rock

22BA20A 23BPavement Markers and Traffic Lines - Typical Details

24BA20B 25BPavement Markers and Traffic Lines - Typical Details

26BA20C 27BPavement Markers and Traffic Lines - Typical Details

28BA20D 29BPavement Markers and Traffic Lines - Typical Details

36BA24A 37BPavement Markings - Arrows

40BA24C 41BPavement Markings - Symbols and Numerals

44BA24E 45BPavement Markings - Words

46BA24F 47BPavement Markings - Crosswalks

48BA24G 49BPavement Markings - Yield Lines, Limit Lines, and Wrong Way Details

78BA62A 79BExcavation and Backfill - Miscellaneous Details

100BA73B 101BMarkers

102BA73C 103BDelineators, Channelizers and Barricades

154BA77L1 155BMidwest Guardrail System - Standard Railing Section (Wood Post with Wood Block)

160BA77M1 161BMidwest Guardrail System - Standard Hardware

162BA77N1 163BMidwest Guardrail System - Wood Post and Wood Block Details

166BA77N3 167BMidwest Guardrail System - Typical Line Post Embedment and Hinge Point Offset Details

168BA77N4 169BMidwest Guardrail System - Typical Height Measurement, Dike Positioning, and Delineation Details

226BA77R3 227BMidwest Guardrail System - Typical Layouts for Roadside Fixed Objects

238BRSP A77S1 239BMidwest Guardrail System - End Anchor Assembly (Type SFT - M) iii

324BA87A 325BCurbs and Driveways

326BA87B 327BHot Mix Asphalt Dikes

328BRSP A88A 329BCurb Ramp Details

332BA90A 333BAccessible Parking Off-Street

334BA90B 335BAccessible Parking On-Street

408BP76 409BPavement Edge Treatments - New Construction

454BD78A 455BGutter Depressions

458BD78C 459BInlet Depressions - Hot Mix Asphalt Shoulders

520BD97D 521BCorrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling Bands

522BD97E 523BCorrugated Metal Pipe Coupling Details No. 5 - Standard Joint

594BH1 595BLandscape and Erosion Control Symbols

596BH2 597BLandscape Details

598BH3 599BLandscape Details

600BH4 601BLandscape Details (Sprinkler Assembly)

602BH5 603BLandscape Details (Swing Joint and Protector)

604BH6 605BLandscape Details

608BRSP H8 609BLandscape Details

610BH9 611BLandscape Details

618BT1A 619BTemporary Crash Cushion - Sand Filled (Unidirectional)

620BT1A1 621BTemporary Crash Cushion - Sand Filled (Unidirectional)

622BT1B 623BTemporary Crash Cushion - Sand Filled (Bidirectional)

624BT2 625BTemporary Crash Cushion - Sand Filled (Shoulder Installations)

630BT3C 631BTemporary Barrier System (Cross Bolt)

632BT3D 633BTemporary Barrier System (Cross Bolt)

634BT3E 635BTemporary Barrier System (Cross Bolt)

636BT3F 637BTemporary Barrier System (Cal F-23)

638BT3F2 639BTemporary Barrier System (Cal F-23)

640BT3G 641BTemporary Barrier System (Staking or Anchoring)

642BT3G2 643BTemporary Barrier System (Staking or Anchoring)

652BT9 653BTraffic Control System Tables for Lane and Ramp Closures

654BT10 655BTraffic Control System for Lane Closure on Freeways and Expressways

658BRSP T11 659BTraffic Control System for Lane Closure on Multilane Conventional Highways

672BT14 673BTraffic Control System for Ramp Closure

698BT30 699BTemporary Pedestrian Access Routes - Typical Sidewalk Closure and Pedestrian Detour iv

718BT56 719BTemporary Water Pollution Control Details (Temporary Fiber Roll)

724BT59 725BTemporary Water Pollution Control Details (Temporary Concrete Washout Facility)

728BT61 729BTemporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

730BT62 731BTemporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

732BT63 733BTemporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

734BT64 735BTemporary Water Pollution Control Details (Temporary Drainage Inlet Protection)

824BB11-47 825BCable Railing

928BRS1 929BRoadside Signs - Typical Installation Details No. 1

930BRS2 931BRoadside Signs - Wood Post - Typical Installation Details No. 2

934BRS4 935BRoadside Signs - Typical Installation Details No. 4

936BRS5 937BRoadside Sign-PSST Post-Typical Installation Details No. 1

938BRS6 939BRoadside Sign-PSST Post-Typical Installation Details No. 2

996BS89 997BRoadside Sign - Formed Single Sheet Aluminum Panel

1004BS93 1005BFraming Details for Framed Single Sheet Aluminum Signs, Rectangular Shape

1006BS94 1007BRoadside Framed Single Sheet Aluminum Signs, Rectangular Shape

1008BS95 1009BRoadside Single Sheet Aluminum Signs, Diamond Shape

1062BES-1A 1063BElectrical Systems (Legend)

1064BES-1B 1065BElectrical Systems (Legend)

1066BES-1C 1067BElectrical Systems (Legend)

1082BES-3C 1083BElectrical Systems (Controller Cabinet Foundation and Pad Details)

1100BES-4A 1101BElectrical Systems (Signal Head Mounting)

1102BES-4B 1103BElectrical Systems (Pedestrian Signal Heads)

1104BES-4C 1105BElectrical Systems (Signal Heads and Mountings)

1106BES-4D 1107BElectrical Systems (Signal Head Mounting)

1108BES-4E 1109BElectrical Systems (Signal Heads)

1110BES-5A 1111BElectrical Systems (Loop Detectors)

1112BES-5B 1113BElectrical Systems (Detectors)

1114BES-5C 1115BElectrical Systems (Accessible Pedestrian Signal and Push Button Assemblies)

1116BES-5D 1117BElectrical Systems (Curb and Shoulder Termination, Trench, and Handhole Details)

1120BES-6A 1121BElectrical Systems (Lighting Standard, Types 15 and 21)

1122BES-6B 1123BElectrical Systems (Electrolier Anchorage and Grouting for Type 15 and Type 21, Barrier Rail Mounted)

1126BES-6D 1127BElectrical Systems (Lighting Standard, Types 15D and 21D, Double Luminaire Mast Arm)

1128BES-6E 1129BElectrical Systems (Lighting Standard, Types 30 and 31)

1130BES-6F 1131BElectrical Systems (Lighting Standard, Slip Base Plate) v

1132BES-6G 1133BElectrical Systems (Lighting Standard, Type 32)

1136BES-7B 1137BElectrical Systems (Signal and Lighting Standard, Type 1 and Equipment Identification Characters)

1144BES-7F 1145BElectrical Systems (Signal and Lighting Standard, Case 4 Signal Mast Arm Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 25' to 45')

1156BES-7M 1157BElectrical Systems (Signal and Lighting Standard, Details No. 1)

1158BES-7N 1159BElectrical Systems (Signal and Lighting Standard, Details No. 2)

1160BRSP ES-7O 1161BElectrical Systems (Signal and Lighting Standard, Details No. 3)

1164BES-7R 1165BElectrical Systems (Signal and Lighting Attachments)

1166BES-8A 1167BElectrical Systems (Non-Traffic Pull Box)

1168BES-8B 1169BElectrical Systems (Traffic Pull Box)

1176BES-9B 1177BElectrical Systems (Conduit Riser Expansion and Deflection Fittings, Structure Installations)

1182BES-9E 1183BElectrical Systems (Flush-Mounted Soffit, Pendant soffit and Wall-Mounted Luminaire Structure Installations)

1186BES-10B 1187BElectrical Systems (Isofootcandle Curves)

1188BES-11 1189BElectrical Systems (Foundation Installations)

1190BES-13A 1191BElectrical Systems (Splice Insulation Methods Details)

1192BES-13B 1193BElectrical Systems (Kinking and Banding Detail)

1212BES-16D 1213BElectrical Systems (Vehicle Detection System Pole 30' to 40')

1216BES-18A 1217BTemporary Wood Poles - General Notes

1218BES-18B 1219BTemporary Wood Poles - Non-Guyed - No Signals on Spans

1226BES-19A 1227BTemporary Wood Poles - Details No. 1

1230BES-19C 1231BTemporary Wood Poles - Details No. 3

1232BES-19D 1233BTemporary Wood Poles - Details No. 4

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 8, 2026

Dated October 19, 2026

General work description: Construct maintenance facility and modify traffic management systems.

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

BUILDING CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN ORANGE AND SANTA

ANA FROM 0.1 MILE EAST OF CAMBRIDGE STREET OVERCROSSING TO ROUTE 22/55

SEPARATION AND AT THE ORANGE MAINTENANCE FACILITY.

District-County-Route-Post Mile: 12-Ora-22-R12.5/R13.2

Contract No. 12-0S0804

The Contractor must have either a Class A license or Class B license or a combination of Class C licenses which constitutes a majority of the work.

Federal-aid project no.:

NH-P022(035)

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

Bids must be on a unit price basis.

Complete the work, excluding plant establishment work, within 370 working days.

Complete the work, including plant establishment work, within 490 working days.

Complete the plant establishment work within 120 working days.

The estimated cost of the project is $33,000,000.

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 370

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 8

0005 090210 HOURLY OFF-SITE DISPUTE-RESOLUTION-

BOARD-RELATED TASKS

HR 20

0006 120090 CONSTRUCTION AREA SIGNS LS LUMP SUM

0007 120100 TRAFFIC CONTROL SYSTEM LS LUMP SUM

0008 120120 TYPE III BARRICADE EA 6

0009 120320 TEMPORARY BARRIER SYSTEM LF 1,160

0010 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0011 018604 TEMPORARY DRIVEWAY EA 1

0012 128652 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS LUMP SUM

0013 129105 TEMPORARY CRASH CUSHION TL-2 EA 2

0014 130100 JOB SITE MANAGEMENT LS LUMP SUM

0015 130301 STORMWATER POLLUTION PREVENTION PLAN LS LUMP SUM

0016 130312 PRE-STORM EVENT INSPECTION REPORT EA 63

0017 130323 DURING-AND POST-STORM EVENT INSPECTION

REPORT

DAY 21

0018 130331 STORMWATER ANNUAL REPORT EA 3

0019 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 4

0020 130640 TEMPORARY FIBER ROLL LF 750

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130730 STREET SWEEPING LS LUMP SUM

0022 140003 ASBESTOS COMPLIANCE PLAN LS LUMP SUM

0023 141120 TREATED WOOD WASTE LB 6,670

0024 190101 ROADWAY EXCAVATION CY 3,770

0025 200002 ROADSIDE CLEARING LS LUMP SUM

0026 200114 ROCK BLANKET SQFT 400

0027 037983 BENCH EA 5

0028 204006 PLANT (GROUP F) EA 4,150

0029 204008 PLANT (GROUP H) EA 29,500

0030 204036 PLANT (GROUP B) EA 24

0031 204038 PLANT (GROUP U) EA 47

0032 204096 MAINTAIN EXISTING PLANTED AREAS LS LUMP SUM

0033 204099 PLANT ESTABLISHMENT WORK LS LUMP SUM

0034 205033 GRAVEL MULCH SQFT 1,300

0035 205035 WOOD MULCH CY 830

0036 206400 CHECK AND TEST EXISTING IRRIGATION

FACILITIES

LS LUMP SUM

0037 206402 OPERATE EXISTING IRRIGATION FACILITIES LS LUMP SUM

0038 206405 REMOVE IRRIGATION FACILITY LS LUMP SUM

0039 206559 CONTROL AND NEUTRAL CONDUCTORS

(ARMOR-CLAD)

LS LUMP SUM

0040 206562 1" REMOTE CONTROL VALVE EA 4

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 206564 1 1/2" REMOTE CONTROL VALVE EA 12

0042 208446 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 120

0043 208449 POP-UP SPRINKLER ASSEMBLY EA 150

0044 208595 (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY

LINE)

LF 5,060

0045 208596 (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 1,655

0046 208597 (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40)

(SUPPLY LINE)

LF 3,230

0047 208683 BALL VALVE EA 8

0048 208690 (F) - PVC PIPE CONDUIT (SLEEVE) LF 200

0049 037995 BOLLARD EA 12

0050 260203 CLASS 2 AGGREGATE BASE (CY) CY 2,160

0051 390132 HOT MIX ASPHALT (TYPE A) TON 2,020

0052 390401 HOT MIX ASPHALT-OPEN GRADED (OPEN

GRADED FRICTION COURSE)

TON 34

0053 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 190

0054 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 150

0055 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5

0056 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 320

0057 397005 TACK COAT TON 3.3

0058 398001 REMOVE ASPHALT CONCRETE PAVEMENT

(SQFT)

SQFT 120

0059 520101 (F) - BAR REINFORCING STEEL LB 301

0060 014220 TRASH NET (OPEN CHANNEL) EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 010313 ADJUST MANHOLE TO GRADE EA 1

0062 038756 ADJUST PULLBOX TO GRADE EA 2

0063 710260 REMOVE CONCRETE (CHANNEL) CY 3

0064 018605 REMOVE CONCRETE (GUTTER) (LF) LF 760

0065 730020 MINOR CONCRETE (CURB) (CY) CY 26

0066 730045 MINOR CONCRETE (GUTTER) (CY) CY 48

0067 730070 DETECTABLE WARNING SURFACE SQFT 360

0068 731502 MINOR CONCRETE (MISCELLANEOUS

CONSTRUCTION)

CY 20

0069 731504 MINOR CONCRETE (CURB AND GUTTER) CY 19

0070 731510 MINOR CONCRETE (CURB, GUTTER, SIDEWALK

AND DRIVEWAY)

CY 13

0071 731520 MINOR CONCRETE (BROOMED CONCRETE) SQFT 3,000

0072 731521 MINOR CONCRETE (SIDEWALK) CY 160

0073 731623 MINOR CONCRETE (CURB RAMP) CY 29

0074 731710 REMOVE CONCRETE CURB (LF) LF 650

0075 731820 REMOVE CONCRETE SIDEWALK AND

DRIVEWAY

CY 4.6

0076 731840 REMOVE CONCRETE (CURB AND GUTTER) LF 72

0077 733000 PRE/POST CONSTRUCTION SURVEYS EA 10

0078 780433 PAINT CURB (2-COAT) SQFT 230

0079 780500 PARKING BUMPER (PRECAST CONCRETE) EA 28

0080 803060 REMOVE GATE EA 2

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 810120 REMOVE PAVEMENT MARKER EA 55

0082 810170 DELINEATOR (CLASS 1) EA 4

0083 810190 GUARD RAILING DELINEATOR EA 80

0084 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 72

0085 820113 TREATMENT BEST MANAGEMENT PRACTICE

MARKER

EA 3

0086 820134 OBJECT MARKER (TYPE P) EA 1

0087 820250 REMOVE ROADSIDE SIGN EA 27

0088 820610 RELOCATE ROADSIDE SIGN EA 6

0089 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 120

0090 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 56

0091 820840 ROADSIDE SIGN - ONE POST EA 28

0092 832007 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 500

0093 833088 (F) - TUBULAR HANDRAILING LF 62

0094 839580 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2

0095 013815 ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-3) EA 2

0096 839752 REMOVE GUARDRAIL LF 440

0097 839774 REMOVE CONCRETE BARRIER LF 150

0098 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 700

0099 840656 PAINT TRAFFIC STRIPE (2-COAT) LF 100

0100 840666 PAINT PAVEMENT MARKING (2-COAT) SQFT 2,370

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 2,570

0102 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 170

0103 846013 12" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 900

0104 846025 REMOVE PAINTED PAVEMENT MARKING SQFT 500

0105 846030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4,400

0106 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 340

0107 847213 6" TRAFFIC STRIPE TAPE (WARRANTY)

(BROKEN 17-7)

LF 770

0108 871300 CAMERA SYSTEMS LS LUMP SUM

0109 872001 TEMPORARY LIGHTING SYSTEMS LS LUMP SUM

0110 872131 MODIFYING LIGHTING SYSTEMS LS LUMP SUM

0111 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0112 872134 MODIFYING RAMP METERING SYSTEMS LS LUMP SUM

0113 872135 MODIFYING TRAFFIC MONITORING STATIONS LS LUMP SUM

0114 014934 MODIFYING TRAFFIC CENSUS STATION

SYSTEMS

LS LUMP SUM

0115 994650 BUILDING WORK 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

018604 TEMPORARY DRIVEWAY 12

037983 BENCH 20

037995 BOLLARD 20

014220 TRASH NET (OPEN CHANNEL) 62

010313 ADJUST MANHOLE TO GRADE 71

038756 ADJUST PULLBOX TO GRADE 71

018605 REMOVE CONCRETE (GUTTER) (LF) 71

013815 ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-3) 83

014934 MODIFYING TRAFFIC CENSUS STATION SYSTEMS 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 1. Fire Marshal Permits

2. Foundation Report

3. LEED v4 BD+C (New Construction) - Basis-of-Design Narrative

4. Exhibit A - LEED Scorecard

5. Exhibit A - Commissioning Readiness Letter (CxRL)

6. Exhibit B - Commissioning Activity Schedule

7. Aerially Deposited Lead (ADL), Asbestos Containing Material (ACM), and Lead-Based Paint (LBP) Investigation Results

8. Easement Documents

9. Department Furnished Materials and Expenses (DFME) Items Subject to Buy America Requirements

10. MASH TL3 Alternate In-Line Terminal Manual "MAX Tension Tangent Guardrail End Treatment"

11. MASH TL3 Alternate In-Line Terminal Manual "MASH Sequentially Kinking Terminal (MSKT)"

12. MASH TL3 Alternate In-Line Terminal Manual "SPIG Guardrail End Terminal (SGET)"

13. MASH TL3 Alternate In-Line Terminal Manual "Soft- Stop Guardrail Terminal (8-in block)"

14. MASH TL2 Temporary Crash Cushions Manual "ABSORB-M Crash Cushion System (2 element)"

15. MASH TL2 Temporary Crash Cushions Manual "QUASH Crash Cushion System"

16. Warranty Bond Form (TOTE-1)

Available as specified in the Standard Specifications

Alignments Roadway Design (XML) Alignments Site Design (XML) Existing Linework (DGN) Existing Surface Roadway Design (XML) Existing Surface Site Design (XML) Proposed Roadway Linework (DGN) Proposed Site Linework (DGN) Proposed Surface Roadway Design (XML) Proposed Surface Site Design (XML) Right of Way (DGN)

Replace section 2-1.08 with:

2-1.08 OPTIONAL JOB SITE VISIT

The Department will conduct an optional job site visit for this contract. The purpose of the optional job site visit is to provide access to the Orange Maintenance Station for examination of the job site. The job site is within the Caltrans Orange Maintenance Station and not open to the public.

Bidders questions will be tentatively answered during the job site visit and after the job site visit. The official questions and answers will be posted on the Department’s Bidders Inquiries site http://ppmoe.dot.ca.gov/des/oe/bid-inquiries.php.

The optional job site visit will be on the second Tuesday following advertisement between 10:00 am and 1:00 pm at 691 S Tustin St, Orange, CA 92866.

Each bidder may have two representatives attend the optional job site visit.

Bidders must register for the optional job site visit by contacting the Project Manager, Jared Lindo, at (949)279-9367 or Jared.Lindo@dot.ca.gov

The Department does not provide transportation to and from the job site. Provide your own safety gear, including protective footwear, vests, hard hat, and safety glasses.

Delete section 2-1.20.

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

5 CONTROL OF WORK

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 12-0S5204 Ora-22-PM R11.2 Orange Apply HSFT at WB La

Veta Ave On-Ramp 12-0R32U4 Ora-55-PM 0.2/R17.8 Various Multi-Asset / Safety

Project 12-0V5704 Ora-55-PM R2.7/R3.7 Garden Grove/

Westminster/Stanton Replace Loops, Upgrade Census Stations and CCTV

12-0K7204 Ora-55-PM 10.5/17.8 Various Increase Capacity and Operational Improvements

12-0W1804 Ora-22-PM R12.9/R13.2 Orange/Santa Ana Cold Plane & RHMA-G Overlay

12-0W0604 Ora-22-PM R5.1/R12.9 Various Repair PCC Slabs 12-0W0804 Ora-22-PM R0/R13.2 Various Install Crosswalks

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 5-1.20I with:

5-1.20I PRIVATE PROPERTY ARRANGEMENTS

Before beginning any roadway and building improvements that are in road easement areas as shown on the plans and outlined in the "Easement Documents" in the Supplementary Project Information, submit a temporary access plan to the Engineer. The plan must address necessary measures to maintain access to private property during construction.

You must not stockpile, store-equipment, or park vehicles within the road easement, except as necessary for immediate incorporation into the work.

You must ensure that all business and commercial signs are unobstructed and visible at the end of the workday.

You must ensure ingress/egress are always maintained during business hours.

You must not block or impede access to property except as reasonably necessary to conduct work.

You must not block or impede more than one point of access to properties at any given time.

You must always provide access for deliveries.

Replace section 5-1.20J with:

5-1.20J FIRE MARSHAL COORDINATION

Maintain Fire Marshal access to private properties and the Orange Maintenance Station per local fire codes and regulations.

Before beginning any roadway and building improvements, submit a fire marshal access contingency plan to the Engineer.

Install signage at site entry points to indicate fire marshal access protocols.

Always provide at least one point of access to properties at any given time.

Ensure the following access path requirements are met or exceeded in the contingency plan:

1. 20-feet clear and accessible width

2. 20-feet and 40-feet inner and outer turning radii respectively

3. 94,000lbs weight-bearing capacity in all-weather conditions

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

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

DRA and DRB meetings include:

1. Initial project meeting

2. Progress meetings

3. Dispute meetings

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

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

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

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

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

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

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

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

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

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

DRB-related tasks rate

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

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

The Department pays:

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

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

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

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

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

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

1. DRA on site meeting

2. DRB on site meeting

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

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

6 CONTROL OF MATERIALS

Add to end of section 6-1.01:

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

1. Withhold from the next progress payment

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

Add to the beginning of section 6-1.02:

The Department furnishes you with:

1. Model 2070LX Controller assembly for ramp metering including:

1.1 Cabinet Traffic Controller, Model 334LS Cabinet

1.2 Detector Vehicle, Model 222 Two-Channel Loop Detector

1.3 Switch Pack Traffic Control System, Model 200 Switch Pack

1.4 Signal Monitor Model 208

1.5 Module traffic controller, Model 252 Isolator Two-Channel AC Isolators

The Department furnishes you with completely wired controller cabinets with auxiliary equipment but without controller unit at 691 S. Tustin St., Orange, CA 92886. At least 48 hours before you pick up the materials, inform the Engineer of what you will pick up and when you will pick it up.

Replace section 6-1.03B with:

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

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

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

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

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

3. Sampling protocol

4. Number of samples per volume of local material

5. QA and QC requirements and procedures

6. Qualifications of sampling personnel

7. Stockpile history

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

9. Analyses that will be performed for lead and pH

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

10.1. Source property history

10.2. Land use adjacent to source property

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

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

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

6-1.03B(3) Analytical Test Results At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:

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

The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.

2. Chain of custody of samples

3. Analytical results no older than 1 year

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

5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location

6-1.03B(4) Sample and Analysis Sample and analyze local material from a (1) noncommercial source or (2) a source not regulated under CA jurisdiction:

1. Before bringing the local material to the job site

2. As described in the local material plan

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

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

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

Minimum Number of Samples and Analytical Tests for Local Material Maximum volume of imported borrow

(cu yd) Minimum number of samples and analytical tests

< 5,000 8

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

10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof

20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof

40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof

> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof

Do not collect composite samples or mix individual samples to form a composite sample.

Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program (ELAP).

The analytical test results must demonstrate that the local material:

1. Is not a hazardous waste

2. Has a pH above 5.0

3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg

4. Is free of possible contaminants identified in the local material plan

5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location

6-1.03C Local Material Management Do not place local material until authorized.

If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).

Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local materials.

Replace section 6-1.04 with:

6-1.04 BUY AMERICA

6-1.04A General Buy America requirements do not apply to the following:

1. Tools and construction equipment used in performing the work.

2. Temporary work that is not incorporated into the finished project.

An article, material, or supply to be permanently incorporated in the project should only be classified into one of the following categories:

1. Iron or steel products

2. Manufactured products

3. Construction materials

4. Excluded materials

Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.

6-1.04B Crumb Rubber (Pub Res Code § 42703(d)) Furnish crumb rubber with a certificate of compliance. Crumb rubber must be:

1. Produced in the United States

2. Derived from waste tires taken from vehicles owned and operated in the United States

6-1.04C Iron or Steel Products Iron or steel products must be melted and manufactured in the United States except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials

2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total bid or $2,500, the material may be used if authorized

Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured.

All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.

6-1.04D Manufactured Products Manufactured products mean articles, materials, or supplies that have been:

1. Processed into a specific form and shape; or

2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies

Per 23 CFR 635.410, these products must be manufactured in the United States.

Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.

If an item is classified as an iron or steel product, a construction material, or an excluded material under the definitions set forth under this Buy America section, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product under this Buy America section may include components that are construction materials, iron or steel products, or excluded materials.

Iron or steel used in precast concrete manufactured products or enclosures for Intelligent Transportation Systems (ITS) must meet the requirements of section 6-1.04C regardless of the amount used.

Iron or steel used in other manufactured products must meet the requirements of section 6-1.04C if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.

Furnish manufactured products to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to compliance with the 23 CFR 635.410 standard.

6-1.04E Construction Materials The following construction materials must be produced in the United States under standards in 2 CFR 184.6:

1. Non-ferrous metals

2. Plastic and polymer-based products such as:

2.1. Polyvinylchloride

2.2. Composite building materials

3. Glass

4. Fiber optic cable including drop cable

5. Optical fiber

6. Lumber

7. Engineered wood

8. Drywall

All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States.

Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to compliance with the 2 CFR 184.6 standard.

Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

6-1.04F Buy America Waiver for the De Minimis Costs for Manufactured Products and Construction…