11-430884 Cold Plane_ RHMA-G_ SAMI_ Drainage_ Curb Ramps_ and Electrical_ THIS IS A BIM4I PILOT PROJECT.pdf

Bids open Thursday, October 22, 2026 Dated August 10, 2026

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NOTICE TO BIDDERS

AND

SPECIAL PROVISIONS

FOR CONSTRUCTION ON STATE HIGHWAY IN SAN DIEGO COUNTY AT

RAMONA ON ROUTE 67 AT 10TH STREET AND ON ROUTE 78 FROM

HAVERFORD ROAD TO HATFIELD CREEK BRIDGE (BRIDGE NUMBER 57-

0093) In District 11 On Route 67, 78

Under Bid book dated August 10, 2026 Standard Specifications dated 2025

Project plans approved July 20, 2026 Standard Plans dated 2025

Identified by Contract No. 11-430884

11-SD-67, 78-24.4, 33.7/37.3

Project ID 1119000195

Federal-Aid Project

ST-X073(159)

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 2-1.05 for mandatory prebid meeting requirements.

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

Contract No. 11-430884 i

TABLE OF CONTENTS

NOTICE TO BIDDERS

BID ITEM LIST

SPECIAL PROVISIONS

ORGANIZATION

DIVISION I GENERAL PROVISIONS

1 GENERAL

2 BIDDING

5 CONTROL OF WORK

6 CONTROL OF MATERIALS

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

8 PROSECUTION AND PROGRESS

9 PAYMENT

DIVISION II GENERAL CONSTRUCTION

10 GENERAL

12 TEMPORARY TRAFFIC CONTROL

13 WATER POLLUTION CONTROL

14 ENVIRONMENTAL STEWARDSHIP

15 EXISTING FACILITIES

DIVISION III EARTHWORK AND LANDSCAPE

19 EARTHWORK

20 LANDSCAPE

21 EROSION CONTROL

DIVISION V SURFACINGS AND PAVEMENTS

36 GENERAL

37 SEAL COATS

39 ASPHALT CONCRETE

DIVISION VII DRAINAGE FACILITIES

61 GENERAL

65 CONCRETE PIPE

71 EXISTING DRAINAGE FACILITIES

DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

78 INCIDENTAL CONSTRUCTION

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

82 SIGNS AND MARKERS

83 RAILINGS AND BARRIERS

ii

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 A24A Pavement Markings - Arrows A24B Pavement Markings - Arrows and Symbols A24C Pavement Markings - Symbols and Numerals A24D Pavement Markings - Words A24F Pavement Markings - Crosswalks A24G Pavement Markings - Yield Lines, Limit Lines, and Wrong Way Details A40B Shoulder Rumble Strip Details - Ground-In Indentations A40C Edge Line Rumble Strip Details - Ground-In Indentations A40D Center Line Rumble Strip Details - Ground-In Indentations A40K Rumble Strip Placement for Paved Medians A62D Excavation and Backfill - Concrete Pipe Culverts A62DA Excavation and Backfill - Concrete Pipe Culverts - Indirect Design Method A76HA Concrete Barrier Type 60MS Connection to Crash Cushion A76HB Concrete Barrier Type 60MS to Transition Railing (Type AGT) A77N4 Midwest Guardrail System - Typical Height Measurement, Dike Positioning, and

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

Installation A77N7 Minor Concrete Vegetation Control - Guardrail System at Structure Approach RSP A77Q1 Midwest Guardrail System - Typical Layouts for Structure Approach A77Q4 Midwest Guardrail System - Typical Layouts for Structure Departure iv

A79B1 Transition Railing (Type AGT) to Bridge Railings without Sidewalks A87A Curbs and Driveways A87B Hot Mix Asphalt Dikes RSP A88A Curb Ramp Details A88B Curb Ramp and Island Passageway Details P75 Pavement Edge Treatments - Overlays D79 Precast Reinforced Concrete Pipe - Direct Design Method D87D Overside Drains D89B Pipe Culvert Headwalls - Straight and "L" D91A Cast-In-Place Reinforced Concrete Junction Structure D91B Cast-In-Place Reinforced Concrete Junction Structure D93A Pipe Riser Connections D94B Concrete Flared End Sections 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 T13 Traffic Control System with Reversible Control on Two Lane Conventional

Highways RSP T13A Traffic Control System - Two Lane Conventional Highways RSP T13B Traffic Control System - Two Lane Conventional Highways RSP T13C Traffic Control System - Two Lane Conventional Highways T19 Traffic Control System - Construction Work Zone Speed Limit Reduction on

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

Pedestrian Detour T33 Temporary Pedestrian Access Routes - Ramp T34 Temporary Pedestrian Access Routes - Curb Ramp Options v

T51 Temporary Water Pollution Control Details (Temporary Silt Fence) T56 Temporary Water Pollution Control Details (Temporary Fiber Roll) 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) RS1 Roadside Signs - Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 RS4 Roadside Signs - Typical Installation Details No. 4 RS5 Roadside Sign-PSST Post-Typical Installation Details No. 1 RS6 Roadside Sign-PSST Post-Typical Installation Details No. 2 S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape S95 Roadside Single Sheet Aluminum Signs, Diamond Shape ES-1A Electrical Systems (Legend) ES-1B Electrical Systems (Legend) ES-1C Electrical Systems (Legend) ES-2E Electrical Systems (Service Equipment Enclosure and Typical Wiring Diagram, Type III - B Series) ES-3C Electrical Systems (Controller Cabinet Foundation and Pad Details) ES-3C2 Electrical Systems (Controller Cabinet Foundation Details) ES-3K Electrical Systems (Electronics Assembly Connection Diagram) (Battery Backup

System) ES-4A Electrical Systems (Signal Head Mounting) ES-4B Electrical Systems (Pedestrian Signal Heads) ES-4C Electrical Systems (Signal Heads and Mountings) ES-4D Electrical Systems (Signal Head Mounting) ES-4E Electrical Systems (Signal Heads) ES-5A Electrical Systems (Loop Detectors) ES-5B Electrical Systems (Detectors) ES-5C Electrical Systems (Accessible Pedestrian Signal and Push Button Assemblies) ES-5D Electrical Systems (Curb and Shoulder Termination, Trench, and Handhole

Details) ES-5E Electrical Systems (Trench in Pavement and Piezoelectric Axle Sensor Details) ES-7B Electrical Systems (Signal and Lighting Standard, Type 1 and Equipment

Identification Characters) ES-7E Electrical Systems (Signal and Lighting Standard, Case 3 Signal Mast Arm

Loading, Wind Velocity = 100 mph and Signal Mast Arm Lengths 15' to 45') ES-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-7N Electrical Systems (Signal and Lighting Standard, Details No. 2) vi

ES-7R Electrical Systems (Signal and Lighting Attachments) ES-8A Electrical Systems (Non-Traffic Pull Box) ES-8B Electrical Systems (Traffic Pull Box) ES-11 Electrical Systems (Foundation Installations) ES-13A Electrical Systems (Splice Insulation Methods Details) ES-13B Electrical Systems (Kinking and Banding Detail)

CANCELED STANDARD PLANS LIST

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

Plan No. Date Canceled Plan No. Date

Canceled Plan No. Date Canceled

P8 04-20-26

NOTICE TO BIDDERS

Bids open Thursday, October 22, 2026

Dated August 10, 2026

General work description: Cold plane, RHMA-G, SAMI, drainage, curb ramps, and electrical.

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

STATE HIGHWAY IN SAN DIEGO COUNTY AT RAMONA ON ROUTE 67 AT 10TH STREET AND ON

ROUTE 78 FROM HAVERFORD ROAD TO HATFIELD CREEK BRIDGE (BRIDGE NUMBER 57-0093).

District-County-Route-Post Mile: 11-SD-67, 78-24.4, 33.7/37.3

Contract No. 11-430884

The Contractor must have either a Class A license or any combination of the following Class C licenses which constitutes a majority of the work: C-10, C-12.

Federal-aid project no.:

ST-X073(159)

For the Federal training program, the number of trainees or apprentices is 5.

Bids must be on a unit price basis.

Complete the work, excluding permanent erosion control establishment work, within 180 working days.

Complete the work, including permanent erosion control establishment work, within 430 working days.

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

The estimated cost of the project is $12,800,000.

There are two mandatory prebid meetings. The first one is scheduled on August 25, 2026 and the second one is September 22, 2026 at 10:00 am at 4050 Taylor Street, San Diego, CA 92110.

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 180

0004 090205 DISPUTE RESOLUTION BOARD ON-SITE

MEETING

EA 5

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 120103 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 130

0009 120207 PORTABLE RADAR SPEED FEEDBACK SIGN

SYSTEM

DAY 60

0010 120320 TEMPORARY BARRIER SYSTEM LF 1,240

0011 124000 TEMPORARY PEDESTRIAN ACCESS ROUTE LS LUMP SUM

0012 128651 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4

0013 129105 TEMPORARY CRASH CUSHION TL-2 EA 3

0014 129108 TEMPORARY CRASH CUSHION TL-3 EA 3

0015 129161 AUTOMATED FLAGGER ASSISTANCE DEVICE

DAY

EA 150

0016 130100 JOB SITE MANAGEMENT LS LUMP SUM

0017 130201 WATER POLLUTION CONTROL PROGRAM LS LUMP SUM

0018 130520 TEMPORARY HYDRAULIC MULCH SQYD 270

0019 130620 TEMPORARY DRAINAGE INLET PROTECTION EA 10

0020 130640 TEMPORARY FIBER ROLL LF 1,360

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0021 130680 TEMPORARY SILT FENCE LF 1,110

0022 130730 STREET SWEEPING LS LUMP SUM

0023 130900 TEMPORARY CONCRETE WASHOUT LS LUMP SUM

0024 013637 TEMPORARY WATER MANAGEMENT SYSTEM LS LUMP SUM

0025 038275 MANAGE SOLID WASTE GENERATED BY THE

PUBLIC

HR 690

0026 141120 TREATED WOOD WASTE LB 4,570

0027 146002 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS LUMP SUM

0028 160110 TEMPORARY HIGH-VISIBILITY FENCE LF 230

0029 170103 CLEARING AND GRUBBING (LS) LS LUMP SUM

0030 190101 ROADWAY EXCAVATION CY 12

0031 190185 SHOULDER BACKING TON 92

0032 200002 ROADSIDE CLEARING LS LUMP SUM

0033 205035 WOOD MULCH CY 13

0034 210010 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2

0035 210212 DRY SEED (SQFT) SQFT 480

0036 210300 HYDROMULCH SQFT 1,200

0037 210430 HYDROSEED SQFT 1,200

0038 211111 PERMANENT EROSION CONTROL

ESTABLISHMENT WORK

LS LUMP SUM

0039 260203 CLASS 2 AGGREGATE BASE (CY) CY 11

0040 370120 ASPHALT-RUBBER BINDER TON 240

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0041 374002 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3.5

0042 375036 PRECOATED AGGREGATE (SEAL COAT) TON 1,680

0043 390095 REPLACE ASPHALT CONCRETE SURFACING CY 56

0044 390132 HOT MIX ASPHALT (TYPE A) TON 2,890

0045 039764 STAMPED ASPHALT CROSSWALK SQFT 260

0046 390137 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 12,500

0047 394073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1,320

0048 394074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 190

0049 394075 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 350

0050 394076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9,170

0051 394077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 230

0052 394090 PLACE HOT MIX ASPHALT (MISCELLANEOUS

AREA)

SQYD 58

0053 397005 TACK COAT TON 24

0054 398100 REMOVE ASPHALT CONCRETE DIKE LF 11,300

0055 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 96,900

0056 039504 STRUCTURAL CONCRETE (JUNCTION

STRUCTURE)

CY 7

0057 039555 STRESS REDUCING SLAB CY 2.1

0058 650014 18" REINFORCED CONCRETE PIPE LF 45

0059 650018 24" REINFORCED CONCRETE PIPE LF 49

0060 650022 30" REINFORCED CONCRETE PIPE LF 78

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0061 705206 24" CONCRETE FLARED END SECTION EA 1

0062 707467 36" REINFORCED CONCRETE PIPE RISER LF 3.2

0063 710166 REMOVE ASPHALT CONCRETE OVERSIDE

DRAIN

EA 13

0064 710360 CLEANING, INSPECTING, AND PREPARING

CULVERT (LF)

LF 640

0065 710380 18" CURED-IN-PLACE PIPELINER LF 88

0066 710384 24" CURED-IN-PLACE PIPELINER LF 240

0067 015155 36" X 24" CURED-IN-PLACE PIPELINER LF 310

0068 730070 DETECTABLE WARNING SURFACE SQFT 660

0069 731504 MINOR CONCRETE (CURB AND GUTTER) CY 43

0070 731508 MINOR CONCRETE (EXPOSED AGGREGATE

CONCRETE)

SQFT 6,420

0071 017989 MINOR CONCRETE (RAPID STRENGTH

CONCRETE)

CY 18

0072 038249 REMOVE CONCRETE (CURB, SIDEWALK,

DRIVEWAY AND CURB RAMP)

CY 110

0073 733000 PRE/POST CONSTRUCTION SURVEYS EA 5

0074 750001 (F) - MISCELLANEOUS IRON AND STEEL LB 2,475

0075 013764 GLOBAL NAVIGATION SATELLITE SYSTEM

STATION

LS LUMP SUM

0076 780433 PAINT CURB (2-COAT) SQFT 110

0077 810190 GUARD RAILING DELINEATOR EA 14

0078 810230 PAVEMENT MARKER (RETROREFLECTIVE) EA 1,740

0079 018449 STRUCTURAL STEEL BOLLARD EA 3

0080 820112 MARKER (CULVERT) EA 5

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0081 820250 REMOVE ROADSIDE SIGN EA 5

0082 820280 REMOVE ROADSIDE SIGN (METAL POST) EA 5

0083 820300 REMOVE ROADSIDE SIGN (STRAP AND SADDLE

BRACKET METHOD)

EA 2

0084 820750 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-UNFRAMED)

SQFT 420

0085 820760 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-UNFRAMED)

SQFT 16

0086 820780 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.063"-FRAMED)

SQFT 130

0087 820790 FURNISH SINGLE SHEET ALUMINUM SIGN

(0.080"-FRAMED)

SQFT 90

0088 820840 ROADSIDE SIGN - ONE POST EA 20

0089 037124 SIGN POST SUPPORT SYSTEM EA 1

0090 820860 INSTALL SIGN (STRAP AND SADDLE BRACKET

METHOD)

EA 16

0091 018555 INSTALL SIGN (PERFORATED SQUARE STEEL

TUBE POST)

EA 1

0092 820880 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 4

0093 018485 INSTALL SIGN (MAST-ARM MOUNTING

BRACKETS)

EA 21

0094 820900 INSTALL ROADSIDE SIGN PANEL ON EXISTING

POST

EA 27

0095 832006 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 220

0096 832070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 230

0097 839544 TRANSITION RAILING (TYPE AGT) EA 4

0098 015299 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 1

0099 015300 ALTERNATIVE IN-LINE TERMINAL TL-2 EA 3

0100 015019 ALTERNATIVE CRASH CUSHION TL-3 EA 1

Item No.

Item Code Item Description Unit of Measure Estimated Quantity

0101 839745 (F) - CONCRETE BARRIER TRANSITION LF 90

0102 839752 REMOVE GUARDRAIL LF 380

0103 840516 THERMOPLASTIC PAVEMENT MARKING

(ENHANCED WET NIGHT VISIBILITY)

SQFT 4,920

0104 840621 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

17-7)

LF 1,650

0105 840623 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY) (BROKEN

36-12)

LF 1,730

0106 846007 6" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 61,300

0107 846009 8" THERMOPLASTIC TRAFFIC STRIPE

(ENHANCED WET NIGHT VISIBILITY)

LF 3,620

0108 846025 REMOVE PAINTED PAVEMENT MARKING SQFT 16

0109 846033 REMOVE TRAFFIC STRIPE LF 240

0110 846035 REMOVE THERMOPLASTIC PAVEMENT

MARKING

SQFT 170

0111 846046 6" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 150

0112 846051 12" RUMBLE STRIP (ASPHALT CONCRETE

PAVEMENT)

STA 170

0113 847196 CONTRAST STRIPE PAINT (2-COAT) LF 19,300

0114 847221 6" TRAFFIC STRIPE TAPE WITH CONTRAST

(WARRANTY) (BROKEN 17-7)

LF 6,900

0115 018556 ELECTRIC SERVICE FOR GLOBAL NAVIGATION

SATELLITE SYSTEM

LS LUMP SUM

0116 871900 FIBER OPTIC CABLE SYSTEMS LS LUMP SUM

0117 872133 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS LUMP SUM

0118 016742 MODIFYING CENSUS STATION SYSTEM LS LUMP SUM

0119 014188 SUBSURFACE LOCATOR LS LUMP SUM

0120 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

013637 TEMPORARY WATER MANAGEMENT SYSTEM 13

038275 MANAGE SOLID WASTE GENERATED BY THE PUBLIC 14

039764 STAMPED ASPHALT CROSSWALK 39

039504 STRUCTURAL CONCRETE (JUNCTION STRUCTURE) 51

039555 STRESS REDUCING SLAB 61

015155 36” X 24” CURED-IN-PLACE PIPELINER 71

017989 MINOR CONCRETE (RAPID STRENGTH CONCRETE) 73

038249 REMOVE CONCRETE (CURB, SIDEWALK, DRIVEWAY AND CURB

RAMP)

013764 GLOBAL NAVIGATION SATELLITE SYSTEM STATION 78

018449 STRUCTURAL STEEL BOLLARD 81

037124 SIGN POST SUPPORT SYSTEM 82

018485 INSTALL SIGN (MAST-ARM MOUNTING BRACKETS) 82

018555 INSTALL SIGN (PERFORATED SQUARE STEEL TUBE POST) 82

015299 ALTERNATIVE IN-LINE TERMINAL TL-3 83

015300 ALTERNATIVE IN-LINE TERMINAL TL-2 83

015019 ALTERNATIVE CRASH CUSHION TL-3 83

018556 ELECTRIC SERVICE FOR GLOBAL NAVIGATION SATELLITE

SYSTEM

016742 MODIFYING CENSUS STATION SYSTEM 87

014188 SUBSURFACE LOCATOR 87

Add to section 1-1.06:

2D two-dimensional 3D three-dimensional

Add to section 1-1.07B:

digital design data files: Files that contain the design information, geometry, attributes, and supporting data needed to describe an engineered asset in digital form. Files may include:

1. 2D data: Two-dimensional data in the digital design data files, model viewer, or both that contain tabular or non-modeled data, shown as lines, text, symbols, or both.

2. 3D data: Three-dimensional data in the digital design data files, model viewer, or both that represent the size and shape of an object.

3. digital model viewer: A viewer that combines and references the digital design data files to virtually depict the design intent of the project.

master information delivery plan: List of digital design data files that contain full file name, brief file description, and software formats for each file.

model production delivery table: Table of individual model elements, listed by type, that defines the scope of the model, each element’s level of development, and informational notes.

Replace item 3 definition of plans in section 1-1.07B with:

3. project plans: Drawings specific to the project, including authorized shop drawings and digital design data files.

2 BIDDING

Replace section 2-1.05 with:

2-1.05 MANDATORY HYBRID PREBID MEETINGS

The Department will conduct two mandatory hybrid prebid meetings for this contract. The purpose of the mandatory hybrid prebid meetings are to provide an overview of the pilot project through a digital file delivery process.

The mandatory hybrid prebid meetings will be a video conference meeting using Cisco Webex and an in-person meeting.

Bidders questions will be tentatively answered during the meeting and after the meeting. The official questions and answers will be posted on the Department’s Bidders Inquiries site https://ppmoe.dot.ca.gov/cc?id=cc_bidinquiries.

Each bidder must attend both mandatory hybrid prebid meetings. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the mandatory hybrid prebid meetings.

Bidders must register for the mandatory hybrid prebid meetings no later than 3 working days prior to the first meeting at:

https://caltransdistrict11bim4iprebid.eventbrite.com

The Department does not accept a bid from a bidder who did not attend both mandatory hybrid prebid meetings.

An electronic sign-in sheet will be used to identify the attendees who attended the hybrid meetings virtually. A hard copy sign-in sheet will be used to identify the attendees who attended the hybrid meetings in person. Each bidder must include the name and title of the company representative attending the meeting.

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

The Department makes the following supplemental project information available:

Supplemental Project Information Means Description

Included in the Information Handout -U.S. Fish and Wildlife Service, Formal Section 7 Conference for the State Route 78 Pavement Rehabilitation Project, Ramona, San Diego County, California, Dated August 27, 2024 -Department Furnished Materials and Expenses (DFME) Items Subject to Buy America -GPS Coordinates for Semi-Reference Points -MAX-Tension Tangent Guardrail End Treatment (P/N MANMAX Revision E (ECN 4118)) -MASH Sequentially Kinking Terminal (MSKT) (063023) -SPIG Guardrail End Terminal (SGET) -Soft-Stop Guardrail Terminal – 8” (PN 620237 Revision E Dated August 2023) -MAX-Tension Tangent Guardrail End Treatment (P/N MANMAX2 Revision A (ECN 3691)) -MASH Sequentially Kinking Terminal (MSKT) (063023) -Soft-Stop Guardrail Terminal – 8” (PN 620237 Revision E Dated August 2023) -Delta Crash Cushion (75205 Revision A4 Dated March 16, 2023) -QuadGuard M10 [24”] (PN 625877 Revision F Dated August 2022)

-SCI-100GM (ATT2019)

-SmartPod (IMD V2023 R1 111723) -TAU-M Parallel (P/N TAU-M Revision E (ECN 60918)) -TAU-XR Crash Cushion (P/N 1828819 Rev A (ECN 61785)) -Ramona Municipal Water District Water Usage Letter Dated February 26, 2026 -Geotechnical Design Report for Pavement Rehabilitation on SR-78 Dated October 3, 2024 -Materials Report Dated March 20, 2026 -Lacing Conductors and Cables -Level of Development Guidance -Schedule of Value Cost Breakdown Summary

Available as specified in the Standard Specifications

-20251218_11SD78_430881_EB_1_B_33.7_37.2_

EXIST _HMA(SPRP1-4).ppf

-20251218_11SD78_430881_EB_2_B_24.37_36.45_

EXIST_HMA(SPRP2-3).ppf

-20251218_11SD78_430881_WB_1_B_35.52_33.54_

EXIST_HMA(SPRP7-8).ppf

-20251218_11SD78_430881_WB_1_B_37.3_35.52_

EXIST_HMA(SPRP5-7).ppf

-20251218_11SD78_430881_WB_2_B_35.98_35.52_

EXIST_HMA(SPRP6-7).ppf -Digital Design Data Files – Guide for Viewing DGN Files.docx -Digital Design Data Files – Guide for Viewing DWG Files.docx -Digital Model Viewer – Accessing Guide for Bidders.docx -Digital Model Viewer – Training Guide for Bidders.docx -1119000195 – Supplemental Annotation Models.zip -11-430884 - MIDP.xlsx -11-430884 - MPDT.xlsx

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 5-1.32:

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. 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.

3. Model 2070LX controller unit and detector sensor units for traffic monitoring systems.

4. Global navigation satellite system station as follows:

4.1. GNSS receiver and antenna

4.2. Cellular antenna assembly

The Department furnishes you with completely wired controller cabinets with auxiliary equipment but without controller unit at Caltrans District 11 East Maintenance Station at 8502 Railroad Avenue, Santee, CA 92071. 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 Materials A De Minimis Costs waiver can waive the application of FHWA's Buy America requirements for manufactured…