BID RIGGING IS A SERIOUS CRIME. IF YOU HAVE ANY INFORMATION CONCERNING COLLUSIVE BIDDING, EVEN A REQUEST TO SUBMIT A COMPLIMENTARY BID, PLEASE CALL THE OKLAHOMA ATTORNEY GENERAL'S OFFICE AT TELEPHONE NO. 405-521-3921.

PROPOSAL 260141

CALL ORDER 718

TO BE LET ON

THURSDAY, MAY 07, 2026 AT 10:30 A.M.

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

CUSTER COUNTY

FEDERAL AID PROJECT

PEDESTRIAN AND BIKE IMPROVEMENTS

CITY STREETS (N MISSOURI ST/W ROH ST/W ORIENT ST): AT MULTIPLE LOCATIONS IN

THE CITY OF THOMAS.

PROJECT LENGTH = 0.85 MILES

TAP-220D(122)TP, 38010(04)

BUY AMERICA AND BUILD AMERICA, BUY AMERICA REQUIREMENTS APPLY, HOWEVER,

FOR ANY APPLICABLE WAIVERS PLEASE REVIEW SPECIAL PROVISION 106-5 (8-20-25)

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 150 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON TUESDAY, APRIL 7, 2026 AT 9:34 AM.

CREATED: 4/7/2026 9:34 AM

S T A T E O F O K L A H O M A D E P A R T M E N T O F T R A N S P O R T A T I O N

Advertisement to Contractors – May 07, 2026 10:30 A.M. Bid Opening

SHEET 1 OF 1

Plans and proposals for this bid opening will be available on April 16, 2026. No bidding proposals will be issued to any Contractor after May 06, 2026 10:30 A.M.. The cost for each bidding proposal is $ 50.00 + tax. State Standard Specifications may be purchased by contacting ODOT Business Services Center Branch (405) 521-4509. No refunds will be made for bidding documents or specification books purchased.

Sample proposals, preliminary plans, long form and short form notices, order forms, bid tabs and awards, can be accessed on ODOT's Web site: https://oklahoma.gov/odot/business-center/contracts-and-proposals.html

Bids must be prepared in accordance with the State Standard Specifications. Unless otherwise specified, bids for all projects must be submitted over the internet to Bid Express(https://www.bidx.com) using AASHTOware Project Bids.

Instructions for using Bid Express, Project Bids, and the electronicbidding process are available from the Office Engineer Division. When written bids are allowed, sealed proposals may be delivered directly to the Office Engineer Division prior to the scheduled bid opening. For written bids, do not disassemble the bidding proposal in any way.

Any firm bidding a project as a joint venture, that has not been previously approved by the department, must complete the ‘Request for Joint Venture’ form, which is posted on the ODOT website, prior to bidding.

Unless otherwise specified in the proposal, all bids must be submitted with a proposal guaranty equal to 5 % of the bid total.

Questions and comments regarding the May 07, 2026 bid opening will be accepted until April 24, 2026. Please submit your questions through the ODOT pre-bid email address: ODOT-Prebid.Question@odot.org. Responses will be posted to the “Pre-bid Questions and Answers” section of the ODOT Contracts & Proposals webpage as they are received. It is recommended that interested contractors visit the “Pre-Bid Questions and Answers” link regularly in order to stay informed of the latest information: https://oklahoma.gov/odot/business-center/contracts-and-proposals.html.

Unless otherwise noted in the proposal, upon award of the contract to the successful bidder, the contract will be completely and correctly executed by the contractor and returned to the Department within ten(10) working days from the date of award. The Department will have fourteen(14) working days from the date of award to complete it's execution of the contract.

The Oklahoma Department of Transportation(ODOT) and the Oklahoma Turnpike Authority(OTA) ensures that no person or groups of persons shall, on the grounds of race, color, sex, religion, national origin,age, disability, retaliation or genetic information, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination underany and all programs, services, or activities administered by ODOT or OTA, their recipients, sub -recipients, and contractors. To request an accommodation please contact the ADA Coordinator at (405)521-4140 or the Oklahoma Relay Service at 1-800-722-0353. If you have any ADA or Title VI questions email ODOT-ada-titlevi@odot.org

Description of work and location of project: Call Order: 718 TAP-220D(122)TP CITY STREETS CUSTER JP No.38010(04)

PEDESTRIAN AND BIKE IMPROVEMENTS

CITY STREETS (N MISSOURI ST/W ROH ST/W ORIENT ST): AT MULTIPLE LOCATIONS

IN THE CITY OF THOMAS.

STATE OF OKLAHOMA, OKLAHOMA DEPARTMENT OF TRANSPORTATION - By: TIM J. GATZ, Director.

PAGE 1 OF 99PROPOSAL ID : 260141

https://oklahoma.gov/odot/business-center/contracts-and-proposals.html https://www.bidx.com mailto:ODOT-Prebid.Question@odot.org https://oklahoma.gov/odot/business-center/contracts-and-proposals.html mailto:ODOT-ada-titlevi@odot.org mailto:ODOT-ada-titlevi@odot.org

S U M M A R Y O F T I M E

CONTRACT TIME

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 150 CALENDAR DAYS

NOTICE

THE DEPARTMENT WILL CONSIDER A PROPOSAL NONRESPONSIVE AND REJECT IT IN ACCORDANCE

WITH SUBSECTIONS 102.08 AND/OR 102.14 OF THE CURRENT OKLAHOMA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS.

PAGE 2 OF 99PROPOSAL ID : 260141

S U M M A R Y O F I T E M S

SHEET 1 OF 3

LINE ITEM DESCRIPTION APPROX. QTY UNIT PRICE BID AMOUNT

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0001 ROADWAY

0010 202(A)2200

UNCLASSIFIED EXCAVATION

200.000 CY

0020 202(D)2500

UNCLASSIFIED BORROW

200.000 CY

0030 221(B)2300

TEMPORARY SILT FENCE

628.330 LF

0040 230(A)7200

SOLID SLAB SODDING

12,322.390 SY

0050 303(A)1200

AGGREGATE BASE TYPE A

162.850 CY

0060 325 0100

SEPARATOR FABRIC

100.000 SY

0070 326(B)1300

GEOGRID REINFORCEMENT

100.000 SY

0080 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

80.000 TON

0090 414(E)5600

FULL DEPTH P.C.C. PATCH

(PLACEMENT)

79.510 SY

0100 414(G)5800

P.C. CONCRETE FOR PAVEMENT

17.750 CY

0110 509(C)0400

CLASS A CONCRETE, SMALL

STRUCTURES

24.000 CY

0120 609(A)4250

CONC.CURB(6" MNTBLE-INTEGRAL)

61.590 LF

0130 610(A)5200

4" CONCRETE SIDEWALK

2,319.690 SY

0140 610(B)5310

6" CONCRETE DRIVEWAY

779.740 SY

0150 610(I)6000

TACTILE WARNING DEVICE-NEW

350.000 SF

0160 612(I)4000

WATER METER RESET

1.000 EA

PAGE 3 OF 99PROPOSAL ID : 260141

SHEET 2 OF 3

UNITS DOLLARS CTS DOLLARS CTS

0170 619(A)6200

REMOVAL OF STRUCTURES &

OBSTRUCTIONS

1.000 LSUM

0180 619(B)6360

REMOVAL OF CONCRETE PAVEMENT

12.110 SY

0190 619(B)6364

REMOVAL OF ASPHALT PAVEMENT

136.700 SY

0200 619(B)6380

REMOVAL OF CONCRETE DRIVEWAY

169.370 SY

0210 619(B)6384

REMOVAL OF ASPHALT DRIVEWAY

197.330 SY

0220 619(B)6386

REMOVAL OF GRAVEL DRIVEWAY

224.320 SY

0230 619(B)6404

REMOVAL OF SIDEWALK

1,185.580 SY

0240 622(A)0200

PIPE RAILING

44.000 LF

SECTION 0001 SUB TOTAL

SECTION 0002 TRAFFIC

0250 805(A)3252

(PL)REMOVAL OF EXISTING SIGNS

12.000 EA

0260 850(A)1200

SHEET ALUMINUM SIGNS

37.380 SF

0270 851(C)2415

2" SQUARE TUBE POST

84.000 LF

0280 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

568.840 LF

0290 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

2,350.000 SD

0300 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

1,500.000 SD

PAGE 4 OF 99PROPOSAL ID : 260141

SHEET 3 OF 3

UNITS DOLLARS CTS DOLLARS CTS

0310 880(E)6610

WARNING LIGHTS(TYPE C)

9,400.000 SD

0320 880(F)6700

DRUMS

9,400.000 SD

0330 880(G)6805

CHANNELIZER CONES

9,400.000 SD

0340 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

328.000 SD

SECTION 0002 SUB TOTAL

SECTION 0003 STAKING

0350 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0003 SUB TOTAL

SECTION 0004 CONSTRUCTION

0360 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

0370 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0004 SUB TOTAL

TOTAL

PAGE 5 OF 99PROPOSAL ID : 260141

D E P A R T M E N T O F T R A N S P O R T A T I O N

I N D E X O F P R O V I S I O N S FOR JPN(s) : TAP-220D(122)TP, 38010(04)

CUSTER COUNTY

PROPOSAL PROVISIONS

102-013(a-b)19 BIDDING PROCEDURES 103-003(a)19 SUBCONTRACTS 106-005(a-e)19 BUY AMERICA AND BUILD AMERICA, BUY AMERICA 108-023(a)19 FLEXIBLE NOTICE TO PROCEED 108-080(a)19 LIQUIDATED DAMAGES 109-014(a)19 MATERIAL ON HAND 109-015(a-c)19 PROMPT PAYMENT FOR SUBCONTRACTORS 414-017(a)19 LONGITUDINAL FINISH

414-018(a)19 OPTIMIZED GRADATION FOR PORTLAND CEMENT CONCRETE

PAVEMENT

701-014(a-d)19 OPTIMIZED GRADATION FOR PORTLAND CEMENT CONCRETE

PAVEMENT

703-001(a-b)19 RECYCLED CONCRETE AGGREGATE 711-003(a-h)19 TRAFFIC STRIPE 856-003(a-j)19 TRAFFIC STRIPE (PLURAL-COMPONENT)

CF000050 REPORTING OF BID RIGGING

CF000101 TITLE VI - NON-DISCRIMINATION CLAUSE

CF000200 RESIDENCE REQUIREMENTS FOR LABOR ON FEDERAL AID PROJECTS

PROJECTS

CF000501 CERTIFICATION FOR FEDERAL-AID CONTRACTS

CF000800 NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION

CF000900 STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY

SPECIFICATIONS

CF001000 ON-THE-JOB TRAINING (OJT) PROGRAM

CF001700 CONTRACTORS AFFIDAVIT

CX00210B DISADVANTAGED BUSINESS ENTERPRISE PROGRAM

CZ002300 CONTRACT DISPUTE RESOLUTION PROCEDURE

CZ002850 NO.2 PROPOSAL SHEET

CZ002975 * BIDDER'S AFFIDAVIT - STATEMENT UNDER PENALTY OF PERJURY

FHWA1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION

CONTRACTS

PAGE 6 OF 99PROPOSAL ID : 260141

102-13(a-b)19 11/20/2020

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

BIDDING PROCEDURES

These special provisions amend and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction, English and Metric.

102.07 PREPARATION OF PROPOSAL (Revise to amend as follows:)

Submit the Proposal in the format required by the Bid Notice. For each item on the Proposal Forms, type or write (in ink) the unit price and the product of the unit price and estimated quantity on the Proposal Forms in the space provided. Show the total Proposal amount by adding the products of the unit prices and the estimated quantities. Acknowledge any change to a unit price, the product of a unit price and quantity, or the total Proposal amount with the initials of the person signing the Proposal, adjacent to each change.

If a discrepancy occurs on the Proposal, between the unit price and the product of the unit price and quantity, the Department will use the unit price. If a unit price or the product of a unit price and quantity is omitted or is entered as zero ($0) for any item listed on the Proposal Forms, the Department will consider the Proposal non-responsive and will reject the Proposal. If there is a discrepancy between the submitted electronic media and written Proposal, the Department will use the written Proposal. If the Department requires a printout of electronic media and a discrepancy occurs between the printout and the electronic media, the Department will use the printout.

An individual, all members of a partnership, a duly authorized officer of a corporation, or all members of a joint venture shall sign the Proposal in black or blue ink. For Proposals submitted by a corporation, show the name of the corporation and business address. For Proposals submitted by the internet bidding process, the Department will require an electronic signature only. Include a Non-Collusive Bidding Certification with the Proposal in accordance with Subsection 102.16, “Non- Collusive Bidding Certification.”

102.08 NONRESPONSIVE PROPOSALS (Revise to amend as follows:)

The Department will consider a proposal nonresponsive and may reject it for any of the following reasons:

• The bidder submits a Proposal on an unapproved form (or format, if computer-generated), or the form is altered, incomplete, or disassembled.

• The bidder submits a Proposal using a form other than the latest approved Proposal Form.

• The Department determines that Proposal irregularities (such as unauthorized additions and

PAGE 7 OF 99PROPOSAL ID : 260141

102-13(b-b)19 11/20/2020 conditional or alternate bids) may tend to make the Proposal incomplete, indefinite, or ambiguous.

• The Proposal does not contain a unit price for each item listed, except for authorized alternate items.

• The Proposal is materially unbalanced in accordance with Subsection 101.05.CT.2

• The Proposal is not properly signed.

• The Proposal is not typed or completed in ink.

• The bidder fails to provide a properly executed Proposal Guaranty, or irrevocable Letter of

Credit.

• The bidder fails to sign the unsworn statement made under penalty of perjury.

• The Proposal fails to comply with any material requirement of the Bid Notice.

• The bidder fails to properly comply with Disadvantaged Business Enterprise Requirements or to properly list eligible disadvantaged businesses if participation in accordance with the Proposal Forms.

PAGE 8 OF 99PROPOSAL ID : 260141

103-3(a) 19

6-8-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

SUBCONTRACTS

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

(Add the following:)

103.10 SUBCONTRACTS

Subcontracts and/or sub-agreements must be submitted for review and approval by the Department prior to the subcontractor performing contract work. Ensure all subcontracts conform to the requirements of

Subsection 108.01, “Subletting of Contract,” and are executed in accordance with the Contract requirements and the provisions specified herein.

As a minimum, the following information must be included in all subcontracts:

• Full description of the contract work to be performed by the subcontractor

• Contractor Equal Employment Opportunity (EEO) Policy Statement (see ODOT General Contractor

Requirements – Development and Dissemination of EEO Policy)

• Form FHWA-1273 (must be physically attached verbatim to subcontracts, excluding purchase orders, rental agreements and other agreements for supplies or services)

• ODOT Title VI Assurances Appendices A and E (must be physically attached verbatim)

• Prompt Payment/Return of Retainage provisions (from the ODOT DBE Program Manual)

• Signature(s) of the prime contractor and subcontractor

If the subcontract is with a subcontractor performing work as an ODOT certified DBE, then the following additional information must be included in the submitted subcontract:

• Full description of the contract work that the certified DBE will perform based upon their NAICS code

• DBE Termination/Substitution/Replacement Clause (from the ODOT DBE Program Manual)

The aforementioned subcontract documents can be downloaded from the ODOT website, and are available for the Contractors’ use: http://www.odot.org/subcontracts.

Purchase orders, rental agreements and other agreements for supplies or services related to a construction contract are excluded from this requirement only if the purchase order or other agreement is not with a DBE.

However, Prompt Payment/Return of Retainage provisions must still be included.

Submit executed subcontracts and/or sub-agreements in pdf format to the Department using the following email address: constructionsubcontracts@odot.org. Submit all additional and/or modified subcontracts or sub-agreements to the Department via the same email address. To prevent delays in the approval of the subcontract, include the following information in all correspondence: contract I.D., project number, prime contractor, and subcontractor.

Subcontracts and sub-agreements may be submitted prior to the receipt of the signed Contract by the

Department.

PAGE 9 OF 99PROPOSAL ID : 260141

https://www.ok.gov/odot/Doing_Business/Civil_Rights/Contractor_Compliance_-_Construction.html mailto:

106-5(a-e) 19 8-20-25

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

BUY AMERICA AND BUILD AMERICA, BUY AMERICA

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

106.01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS (Replace with the following :)

B. Buy America and Build America, Buy America

Buy America (BA) and Build America, Buy America (BABA) requirements are in effect only on projects with federal aid risk, as identified in the contract documents. The Contractor is responsible for submitting completed Material Data Testing (MDT-1) form in accordance with Section 106.01(B)(1) regardless of the BA/BABA requirements.

An article, material, or supply should only be classified into one of the following categories: (1) iron or steel products, (2) construction material, (3) manufactured products, or (4) excluded material. An article, material, or supply should not be considered to fall into multiple categories, except as otherwise provided in Subsection 106.01.B(4)(b)(2). A material is solely classified based on its status at the time it is brought to the worksite.

Except as otherwise provided in Subsection 106.01.B(4)(b)(2) of this special provision, an article, material, or supply shall not be considered to fall into multiple categories. In some cases, an article, material, or supply may not fall under any of the above-listed categories. The classification of an article, material, or supply as falling into one of the categories listed in this paragraph must be made based on its status at the time it is brought to the work site for incorporation into an infrastructure project. In general, the work site is the location of the infrastructure project at which the iron or steel product or manufactured product will be incorporated.

(1) Iron and/or Steel Products

Comply with the Buy America provisions of 23 CFR 635.410 which states that all manufacturing processes, including the application of a coating, for all steel or iron products permanently incorporated into the project shall have occurred in the United States (U.S.).

“All manufacturing processes” are defined as any process required to change the raw ore or scrap metal into the finished steel or iron product (e.g. smelting, rolling, extruding, bending, etc.).

“Coating” is defined as any process which protects or enhances the value of the steel or iron product to which the coating is applied (e.g. epoxy, galvanizing, painting, etc.).

The Contractor is responsible for submitting completed Material Testing Data (MDT-1) for the iron and steel in following items for all projects, regardless of the BA/BABA requirements:

• Precast box culverts

• Reinforced concrete pipe and precast end sections

• Precast inlets and catch basins

• Precast manholes

• Structural steel (girders, diaphragms, anchor bolts, high-strength bolts, sealed expansion joints, etc.)

• Reinforcing steel (all types)

• Welded wire fabric

• Steel spiral wire (drilled shaft cages, bridge rail, etc.)

• Steel piling

PAGE 10 OF 99PROPOSAL ID : 260141

106-5(b-e) 19

• Drill shaft casing (permanent)

• Dowel bars and baskets for paving

• Steel sheet piling (permanent)

• Bridge bearing assemblies (fixed and expansion)

• Post-tensioning steel (strands, wedges, anchor plates, etc.)

• Steel monotube structures

• Galvanized steel supports for overhead and cantilevered sign structures

• Sign posts and bases (all sizes)

• Guardrail, guardrail posts, end sections, terminals, impact attenuators

• Intelligent transportation system or other electronic hardware system cabinets

(2) Waiver for Iron and Steel Raw Materials

The BA/BABA requirements for the following raw materials are waived in accordance with the FHWA nationwide waiver (dated March 24, 1995) for pig iron and processed, pelletized, and reduced iron ore, unless processed or refined to include substantial amounts of steel or iron material, and may be used regardless of source in the domestic manufacturing process for steel or iron material:

• Raw materials (iron ore or alloys)

• Scrap

• Pig iron

• Processed, pelletized, and reduced iron ore material

For recycled steel, only the manufacturing processes to produce steel products must occur domestically, beginning at the point where the recycled steel is melted.

(3) Minimal Use Request for Steel and Iron

Federal regulations allow a minimal use of foreign steel or iron if the cost of the steel and iron products as they are delivered to the project does not exceed 0.1 percent of the total Contract amount, or $2,500, whichever is greater. This threshold applies to the cumulative amount of all foreign steel and iron used on the project. The Contractor must track the amount of incorporated foreign steel and iron throughout the life of a project to ensure the minimal use threshold amount is not exceeded.

(4) Construction Materials

Comply with the Build America, Buy America (BABA) Act of 2 CFR 184. The following construction materials as defined in 2 CFR 184.3 must be manufactured in the United States of America. This means that all manufacturing processes for the construction material occurred in the United States of America.

• Non-ferrous metals

• Plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables)

• Glass (including optic glass)

• Fiber optic cable (including drop cable)

• Optical fiber

• Lumber

• Engineered wood

• Drywall

For non-ferrous metals, certification requires all manufacturing processes, from initial smelting or melting through final shaping, coating, and assembly, occurred in the United States.

PAGE 11 OF 99PROPOSAL ID : 260141

106-5(c-e) 19

For plastic and polymer-based products, certification requires all manufacturing processes, from initial combination of constituent plastic or polymer-based inputs, or, where applicable, constituent composite materials, until the item is in its final form, occurred in the United States.

For glass, certification requires all manufacturing processes, from initial batching and melting of raw materials through annealing, cooling, and cutting, occurred in the United States.

For fiber optic cable (including drop cable), certification requires all manufacturing processes, from the initial ribboning (if applicable), through buffering, fiber stranding and jacketing, occurred in the United States. All manufacturing processes also include the standards for glass and optical fiber, but not for non-ferrous metals, plastic and polymer-based products, or any others.

For optical fiber, certification requires all manufacturing processes, from the initial preform fabrication stage through the completion of the draw, occurred in the United States.

For lumber, certification requires all manufacturing processes, from initial debarking through treatment and planning, occurred in the United States.

For engineered wood, certification requires all manufacturing processes from the initial combination of constituent materials until the wood product is in its final form, occurred in the United States.

For drywall, certification requires all manufacturing processes, from initial blending of mined or synthetic gypsum plaster and additives through cutting and drying of sandwiched panels, occurred in the United States.

(5) Manufactured Products

Manufactured products used and permanently incorporated in this project must be produced in the United States. Manufactured products will comply with the Buy America requirements of 23 CFR 635.410 with the following modifications:

(a) Produced in the United States, in the case of manufactured products, means the product was manufactured in the United States. FHWA further clarifies that this means the final assembly must occur in the United States.

(b) Classification of Precast Concrete Products and Electronics Cabinets

(1) With respect to precast concrete products that are classified as manufactured products, components of precast concrete products that consist wholly or predominantly of iron or steel, or a combination of both, shall also meet the requirements of Subsection 106.01.B(1), “Iron and/or Steel Products.” The cost of such components shall be included in the applicable calculation for purposes of determining whether the precast concrete product is produced in the United States.

(2) With respect to intelligent transportation systems and other electronic hardware systems that are installed in the highway right of way or other real property and classified as manufactured products, the cabinets or other enclosures of such systems that consist wholly or predominantly of iron or steel, or a combination of both, shall also meet the requirements of Subsection 106.01.B(1), “Iron and/or Steel Products.” The cost of cabinets or other enclosures shall be included in the applicable calculation for purposes of determining whether systems referred to in the preceding sentence are produced in the United States.

PAGE 12 OF 99PROPOSAL ID : 260141

106-5(d-e) 19

(6) Application of BA/BABA Requirements

BA/BABA requirements only apply to steel, iron, construction materials and manufactured products that are consumed in, incorporated into, or affixed to an infrastructure project. As such, it does not apply to tools, equipment, and supplies, such as temporary scaffolding, removed at or before completion of the project. BA/BABA does not apply to equipment and furnishings, such as movable chairs, desks, and portable computer equipment, that are used at or within the finished project, but are not an integral part of or permanently affixed to the structure.

(7) USDOT de Minimis Costs and Small Grant Waiver for Construction Materials and Manufactured Products

If the total value of the non-compliant construction materials and manufactured products is no more than the lesser of $1,000,000 or 5% of total applicable project costs, BA/BABA does not apply for those products. Iron and steel are still subject to minimal use in accordance with 23 CFR 635.410(b)(4) and 106.01.B(3), “Minimal Use Request for Steel and Iron.” The total applicable project costs are defined as the cost of all materials, including iron, steel, manufactured products, and construction materials subject to BA/BABA requirements. The Contractor assumes the responsibility of tracking the costs of the materials and providing the certification for the waiver if applicable.

For projects identified by the Department as small grants with federal awards less than $500,000, BA/BABA requirement is waived for all materials.

(8) Compliance with BA/BABA Requirements

The Contractor assumes the risk of including any foreign materials including iron, steel, construction materials, and manufactured products that are not exempt in the Contractor's bid.

The Contractor has the obligation to remove and replace non-Buy America complaint material that exceeds minimal threshold, unless a waiver is granted for the use. No claims for contract adjustment (additional time, money, or both) will be made because of the non-complaint material.

After work is completed on the project, submit a list of items in compliance with the Buy America (BA) Act and the Build America, Buy America (BABA) Act. The list shall include all materials permanently incorporated into the project, with a designation indicating whether the item is an iron or steel product, a construction material, a manufactured product, or an excluded other product. In addition to the list, submit a notarized or electronically verified certification signed by the Contractor's authorized agent to the Engineer, with the following information:

“I hereby certify that all construction materials furnished to the Oklahoma Department of Transportation for the construction of the above referenced project that are required to be compliant with the the Build America, Buy America (BABA) Act provision of 2 CFR 184 have been manufactured in the United States of America. I further certify that all supporting documentation is on file and will be maintained for a period of three (3) years after project completion.”

“I also hereby certify that all manufacturing processes of all steel and iron products permanently incorporated into this Oklahoma Department of Transportation referenced project, including protective coating, occurred in the USA and are in accordance with 23 CFR 635.410.”

"I also hereby certify that all manufactured products permanently incorporated into this Oklahoma Department of Transportation reference project were produced in the United States of America, in accordance with 23 CFR Part 635.410( c). I further certify that all supporting documentation is on file and will be maintained for a period of three (3) years after project completion.”

PAGE 13 OF 99PROPOSAL ID : 260141

106-5(e-e) 19

The Contractor may maintain this documentation electronically or in paper format. Upon request, the Department, or FHWA, may review the Contractor's supporting documentation to verify compliance with the Buy America provisions at any time. The Contractor shall provide the supporting documentation within five (5) business days of the request. The burden of proof to meet the Buy America provisions rests on the Contractor. If the supporting documentation does not undeniably demonstrate to the Department, or FHWA, that the iron or steel, manufactured products, or construction materials identified in the Certificates of Compliance were produced in the United States of America, then such iron, steel, manufactured products, or construction materials will be considered unacceptable and must be replaced at no cost to the Department.

The Contractor shall not anticipate that any Buy America Preference provisions will be waived.

PAGE 14 OF 99PROPOSAL ID : 260141

108-23(a) 19 1-10-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

FLEXIBLE NOTICE TO PROCEED

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction, English and Metric.

108.03 PROSECUTION AND PROGRESS (Add the following:)

The Notice to Proceed for this project will be issued in the normal time period (approximately 30 days after the award). The Contractor may begin work any time after the issuance of the Notice to Proceed, but no later than October 5, 2026. Time charges will begin on the date the Contractor begins work, or at the date specified in the Notice to Proceed, and will continue until the project is completed.

Once the work begins, construction is expected to continue at an optimum rate until the work is done.

Notify the Resident Engineer, and when applicable the County Commissioner, at least 14 calendar days prior to beginning work.

There will be no additional compensation for any increased costs due to beginning work at or near the end of the flexible period.

PAGE 15 OF 99PROPOSAL ID : 260141

108-80(a) 19 1-19-23

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

LIQUIDATED DAMAGES

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

108.09 FAILURE TO COMPLETE ON TIME (Revise Table 108:1 as follows:)

Table 108:1 Schedule of Liquidated Damages

Contract Amount, $ Daily Assessment Rate, $

# $200,000 $300 >$200,000 and #$1,000,000 $800

>$1,000,000 and #$5,000,000 $1,000 > $5,000,000 and #$10,000,000 $1,300

> $10,000,000 $1,800

PAGE 16 OF 99PROPOSAL ID : 260141

109-14(a) 19 6-6-23

OKLAHOMA DEPARTMENT OF

TRANSPORTATION SPECIAL PROVISIONS

FOR

MATERIAL ON HAND

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

109.07 PAYMENT FOR MATERIAL ON HAND (Add the following:)

By way of these provisions, the Department hereby suspends the storage requirements associated with payments for material on hand, as required per section 109.07 of the Standard Specifications, and superseded on some contracts by Special Provision 109-11(a)09. All other requirements for the payment of material on hand will be enforced as specified in the aforementioned specifications and provisions.

Requests for payment that are deemed unreasonable by the Engineer will not be considered.

PAGE 17 OF 99PROPOSAL ID : 260141

109-15(a-c) 19 9-18-23

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

PROMPT PAYMENT FOR SUBCONTRACTORS

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

109.11 PAYMENT TO SUBCONTRACTORS

The Department will monitor payments made by Contractors and Subcontractors for compliance with 49 CFR 26.29. To facilitate this monitoring, the Department requires Contractors to report payments made to Subcontractors, and Subcontractors should report payments received from Contractors.

A. AASHTOWare Project Civil Rights & Labor (CRL)

(a) Data Reporting

Unless otherwise directed, submit payments made to subcontractors, suppliers, and manufacturers through AASHTOWare Project Civil Rights & Labor (CRL) software.

(b) System Requirements

The CRL system is web based and configured for Google Chrome. The Department does not ensure or support compatibility with other web browsers.

(c) System Accessibility and Security

Submit a "Vendor Access Form" for each Contractor designee and Subcontractor designee who requires access to the CRL system for the purpose of entering payment information. Only Contractors and Subcontractors who have a contract in the CRL system should submit the access form. The Department will provide each designee with a unique log-in identification (ID) and password. There is no fee to receive a log-in ID or to access the system.

Upon award of a construction contract, the respective Contractor designee(s) and Subcontractor designee(s) will be provided access only to contracts within the CRL system to which the Contractor and Subcontractor are associated. The software is configured so that each contractor will only be able review and provide information specific to their respective contract(s).

Once registered in the CRL system, a single user account can be used to access multiple contracts for the purpose of reporting payment information. The confidentiality of the account and the accuracy of information entered into the CRL system is the responsibility of the account owner.

The Department is not responsible for the accuracy of information entered by a valid user account.

PAGE 18 OF 99PROPOSAL ID : 260141

109-15(b-c) 19

Account users are therefore encouraged not to share IDs or passwords.

B. RESPONSIBILITY

(a) Contractors

Enter and submit payments through CRL within 15 days that a payment has been made. Record payments made to all Subcontractors that have been approved by the Department. The verification must include:

1. The name of the payee;

2. The dollar amount of the payment to the payee;

3. The date the payee was paid;

4. The retainage or other amount withheld (if any), and the reason for the withholding.

(b) Subcontractors

The Subcontractors should verify payments through CRL within 5 days that a payment has been received. The verification should include:

1. Whether the payment was received, and if so,

a. The dollar amount of the payment received;

b. The date the payment was received.

2. Reason and documentation (if any) disputing the payment amount.

(c) CRL System Entry

The Department considers an electronic entry into the CRL system the same as the physical submission of paperwork.

If CRL system entries are not categorized as 'Under Agency Review' or 'Reviewed' at the time of the estimate, they will be considered as "Incomplete."

C. TRAINING

The Department will provide training for entry of Subcontractor payments in CRL.

D. PROMPT PAYMENT NONCOMPLIANCE

The Department, at its discretion, may impose one or more of the following administrative remedies upon the Contractor when the Contractor fails to pay its Subcontractors in accordance with Subsection 109.11, "Payment to Subcontractors:"

• Suspension of processing all or portion of progressive estimates

• Suspension of work on the project

PAGE 19 OF 99PROPOSAL ID : 260141

109-15(c-c) 19

• Refusal to approve Subcontractor or material suppliers

• Contractor in default for breach of Contract

• Refusal to issue proposal

• Suspension of prequalification

• Contractor Debarment

• Other actions deemed appropriate by the Department

PAGE 20 OF 99PROPOSAL ID : 260141

414-17(a) 19

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

LONGITUDINAL FINISH

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

414.03.B.(3)(a) Texturing Equipment (Add the following:)

When longitudinally tining concrete pavement, provide a mechanically operated tining machine with a single row of metal tines that covers the full width in a single pass at a uniform speed and depth. Provide a tining machine with automatic horizontal and vertical controls to ensure straight and uniform grooves. Ensure the tines produced meet the dimensional requirements of 414.04.I.(6)(a).

414.04.I.(6)(a) Final Groove Finish (Replace with the following:)

Mechanically groove and texture the driving lanes and ramps in a longitudinal direction when dragging is complete, as approved by the Resident Engineer. Unless otherwise required by the Contract, the

Department will not require grooves on shoulders.

Tine the surface as specified herein, on any roads or streets with a posted speed limit of 45 mph or less or obtain written approval from the appropriate local official to provide an alternate finish. At least 14 days before beginning paving, submit the proposal with documentation of local support to the Resident Engineer.

Written approval from the Resident Engineer replaces the need for a change order, price adjustment, or both.

414.04.I.(6)(a) Final Groove Finish (Add the following:)

2) Longitudinal Finish

Construct longitudinal grooves parallel to the centerline of the pavement when specified in the

Contract. Longitudinal tining consists of creating longitudinal grooves from c in to 3/16 in [3 mm to

4.8 mm] wide, from c in to 3/16 in [3 mm to 4.8 mm] deep, and spaced from ½ in to 1 in [12 mm to 25 mm] apart. Ensure the tining operation is done at such a time and manner that the desired surface texture is achieved while minimizing displacement of the larger aggregate particles and before the surface permanently sets. Start the grooves at least 6 in [150 mm] from the edge of the pavement. If the concrete pavement has concrete curbs, start the grooves at least 12 in [300 mm] from the face of curb. Ensure a

2 in to 3 in [50 mm to 75 mm] wide strip of pavement, centered about any intermediate longitudinal joints in the concrete pavement surface, is protected from longitudinal surface tining for the length of the concrete pavement surface.

Use hand-tining methods in small, isolated areas inaccessible to mechanical grooving equipment.

Alternates to longitudinal tining may be allowed with the approval of the Engineer.

PAGE 21 OF 99PROPOSAL ID : 260141

414-18(a) 19

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

OPTIMIZED GRADATION FOR PORTLAND CEMENT CONCRETE PAVEMENT

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

414.04 CONSTRUCTION METHODS

R. Acceptance of Pavement (Amend to include the following:)

Combined Pay Factor for optimized gradation concrete;

Where:

CPF = Combined pay factor, S = Pay factor for strength, T = Pay factor for thickness, G = Pay factor for standard gradation, OG = Pay factor for optimized gradation, AC = Pay factor for air content

(a) Engineer’s Acceptance Procedures

Table 414:2

Acceptance Schedule

Characteristic 1 Test Pay Factor a

Optimized Gradation - Deviation from the target (without regard to signs):f

Combined aggregates % retained on any sieve above

Target Spec. Range, %

0 1.00

0.01 - 1.00 1 - 0.10x

1.01 - 2.00 1.03 - 0.15x

> 2.00 1.13 - 0.20x

One specimen and one test for each combined gradation per lot.f

To determine the combined aggregate deviation used for optimized gradation concrete, the

Engineer will use the largest deviation from the target range of any individual sieve or gradation equation.

PAGE 22 OF 99PROPOSAL ID : 260141

701-14(a-d) 19

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

OPTIMIZED GRADATION FOR PORTLAND CEMENT CONCRETE PAVEMENT

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019

Standard Specifications for Highway Construction.

701.01 MIX DESIGN AND PROPORTIONING

A. Classes of Concrete (Add the following:)

If Class A or AP concrete utilizing an Optimized Gradation Concrete Mix Design (OGCMD) procedure is provided for use in Portland cement concrete pavements, integral curb, combined curb and gutter, concrete sidewalk, concrete driveways and divider strip, then the minimum cement content for

Class A concrete may be reduced to 470 lbs/yd3 [279 kg/m3], and Class AP concrete may be reduced to

450 lbs/yd3 [267 kg/m3]. Ensure Class A concrete used in OGCMD pavements has a minimum flexural strength of 700 psi [4.83 MPa] at 28 days when tested in accordance with AASHTO T 97. Flexural strength testing will only be required for optimized gradation concrete mix design approval and field testing of flexural strength will not be required. At the option of the Department's Materials Engineer, the Department may test flexural strength for acceptance or verification purposes.

C. Proportioning (Add the following:)

For Class A and AP concrete utilizing an OGCMD procedure, ensure the concrete mix design is based on an absolute volume method for the class of concrete specified. Ensure the consistency of the concrete used for concrete pavement or curb and gutter is suitable for satisfactory placement of the concrete by slipform paving. Ensure OGCMD concrete mixtures are designed and produced in conformance with Subsections 414, 609, 610, 701, this Special Provision, and all appropriate Special

Provisions in the Contract. Ensure the OGCMD concrete used for high early strength concrete meets the minimum 28 day compressive strength requirement within 72 hours of placement. Submit an optimized gradation mix design at least 30 days before production to the Department's Materials Engineer. Do not place any optimized gradation concrete until the mix design is reviewed and approved by the Materials

Engineer.

Include at least the following information with each Optimized Gradation Concrete Mix Design:

• Project identification

• Name and address of the Contractor and producer

• A unique mix design name along with the mix designs class designation

• Aggregate sources

• Gradations for each aggregate source. Sieve sizes to include: 1 ½ in. [37.5mm], 1 in. [25mm], ¾ in.[19mm], ½ in. [12.5mm], d in. [9.5mm], No. 4 [4.75mm], No. 8 [2.36mm], No. 16

[1.18mm], No. 30 [600µm], No. 50 [300µm], No. 100 [150µm], and No. 200 [75µm].

• Hydraulic cement type and source

• Types of cement replacement (if used) and sources

• Types of admixtures, sources, and dosage rates

• Material proportions

PAGE 23 OF 99PROPOSAL ID : 260141

701-14(b-d) 19

• Combined gradation charts

! Tarantula Curve

! Individual and Combined Gradation Charts

• Air content

• Slump

• Unit weight

• Water/cementitious materials ratio

• Compressive and flexural strengths at 7 and 28 days

• Compressive strength at 72 hours for high early strength concrete

• The results of the acid insoluble residue test described in OHDL-25 for the combined aggregate that passes the No. 4 [4.75mm] sieve.

The optimized gradation concrete mix design and optimized gradation are the responsibility of the

Contractor. Ensure the mix design provided has a combined aggregate gradation that plots within the limits of the Tarantula Curve as described in OHDL-60. Ensure that all necessary quality control steps are taken to maintain control of the combined aggregates used in the mix design.

Ensure the combined aggregate that is retained on each individual sieve, when tested in accordance with T-11 and T-27, meets the requirements specified in Table 701:3A, and Equations 701:1 and 701:2 below.

Table 701:3A

Combined Aggregate Gradation

Sieve Size Percent Retained

1 ½ inch [37.5 mm] 0.0

1 inch [25 mm] 0.0 - 16

¾ inch [19 mm] 4.0 - 20

½ inch [12.5 mm] 4.0 - 20 d inch [9.5 mm] 4.0 - 20

No. 4 [4.75 mm] 0.0 - 20

No. 8 [2.36 mm] 0.0 - 12

No. 16 [1.18 mm] 0.0 - 12

No. 30 [600 µm] 4.0 - 20

No. 50 [300 µm] 4.0 - 20

No. 100 [150 µm] 0.0 - 10

No. 200 [75 µm] 0.0 - 3.0

N8 + N16 + N30 $ 15% Equation 701:1

PAGE 24 OF 99PROPOSAL ID : 260141

701-14(c-d) 19

N30 + N50 + N100 + N200 =29% ± 5% Equation 701:2

Where:

N8 = percent (%) retained on the No. 8 sieve

N16 = percent (%) retained on the No. 16 sieve

N30 = percent (%) retained on the No. 30 sieve

N50 = percent (%) retained on the No. 50 sieve

N100 = percent (%) retained on the No. 100 sieve

N200 = percent (%) retained on the No. 200 sieve

Ensure the combined aggregate that passes the No. 4 [4.75mm] sieve has an acid insoluble residue of at least 60% by weight when tested in accordance with OHDL-25.

Minor changes to the aggregate source proportioning percentages may be made to the mix design during production, in order to maintain compliance with the specification, if requested in writing and approved by the Resident Engineer. If the OGMCD has a manufactured fine aggregate source, ensure that any proportion increase greater than 5% to the percent of material from that source has the approval of the Materials Engineer.

A new mix design must be submitted if any of the following occur:

• The optimized gradation concrete mix design is rejected by the Materials Engineer,

• The source of any material changes,

• Greater than a 5% increase in the proportion of the manufactured fine aggregate (if used), or

• The mix design produces unacceptable workability or production test results.

701.05 FINE AGGREGATE

B. General Requirements (Add the following:)

Fine Aggregates used for an OGCMD Class A or AP concrete for Portland Cement Concrete

Pavement do not have to meet the gradation requirements of Subsection 701.05.C. All OGCMD aggregate sources that have no material retained on or above the ½ inch [12.5 mm] sieve will be considered fine aggregate. All natural sand sources of fine aggregate shall be from a fine aggregate source on the Approved Materials List for use in hydraulic cement concrete or limited use. All crushed fine aggregate (manufactured sand) in the mix shall be obtained from a coarse aggregate source on the

Approved Materials List for use in hydraulic cement concrete.

PAGE 25 OF 99PROPOSAL ID : 260141

701-14(d-d) 19

701.06 COARSE AGGREGATE (Add the following:)

Coarse Aggregates used for an OGCMD Class A or AP concrete for Portland cement concrete pavement do not have to meet the gradation requirements of section 701.06. All OGCMD aggregate sources that have material retained on or above the ½ inch [12.5 mm] sieve will be considered coarse aggregate. Ensure all coarse aggregate is obtained from a source on the Approved Materials List for use in hydraulic cement concrete.

PAGE 26 OF 99PROPOSAL ID : 260141

703-1(a-b) 19 10-24-24

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

RECYCLED CONCRETE AGGREGATE

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

703.11 RECYCLED CONCRETE AGGREGATE FOR MISCELLANEOUS USE AGGREGATE

This provision governs recycled concrete aggregate quality and size for use in bases, traffic-bound surface courses, and other miscellaneous aggregate uses.

A. General Requirements

Provide recycled concrete aggregate in accordance with Section 703, "Bases and Miscellaneous Aggregates." Ensure the recycled concrete aggregate consists of crushed concrete material and natural aggregate particles, derived from crushing hydraulic cement concrete that are hard, durable fragments of stone, gravel, crushed concrete, or sand. Ensure the material is free of vegetation and other deleterious substances in accordance with AASHTO M 319.

Provide detailed documentation that includes, but not limited to, the location of where the source of concrete material originated, and the type of concrete being recycled (such as pavements, structures, sidewalks, building pads, or existing state highways or interstates).

B. Gradation and Other Requirements

Provide samples in accordance with the applicable tables in Section 703 for the intended use for gradation, plasticity index, and liquid limit for the provided aggregate type. Ensure the recycled concrete aggregate is free of lumps or balls of clay, clay pipe, plastic pipe or conduit, plastic wrapping, glass, tile, and other undesirable materials that are not fragments of stone, gravel, crushed concrete, or sand. Ensure the recycled concrete aggregate meets the applicable fractured faces requirement for the intended use.

C. Sampling and Testing

Test the recycled concrete aggregate in accordance with Table 703:14.

PAGE 27 OF 99PROPOSAL ID : 260141

703-1(b-b) 19 10-24-24

Table 703:14 Recycled Concrete Aggregate Testing Methods

Test Item Test Method

Deleterious Material AASHTO M 319

Method of Preparation of Samples AASHTO R 58

Reducing Samples for Testing AASHTO R 76

Sampling AASHTO R 90

Material Passing No. 200 [75µm] Sieve AASHTO T 11

Sieve Analysis AASHTO T 27

Determining Liquid Limit AASHTO T 89

Determining Plastic Limit & Plasticity Index AASHTO T 90

Los Angeles Abrasion, Wear AASHTO T 96

Sand Equivalent AASHTO T 176

Aggregate Durability Index AASHTO T 210

Fractured Faces OHD L-38

Soft Particles OHD L-38

PAGE 28 OF 99PROPOSAL ID : 260141

711-3(a-h)19 6-6-24

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

TRAFFIC STRIPE

These Special Provisions revise, amend, and where in conflict, supersede applicable sections of the 2019 Standard Specifications for Highway Construction.

(Add the following:)

711.01 MATERIAL FOR HOT-APPLIED THERMOPLASTIC COMPOUNDS

Provide materials that have been approved by the Department and are currently listed on the Department's Approved Products List (APL) for preformed hot-applied thermoplastic materials. Prior to product installation, the Contractor must supply the Engineer a copy of all material certifications, product approvals, and any other documents requested by the Engineer. Ensure the Department, other state Department of Transportations, or AASHTO Product Evaluation & Audit Solutions (formerly NTPEP) have evaluated the material using a performance test of at least 12 months.

(Replace with the following:)

711.02 PERMANENT PAVEMENT MARKING TAPE

Provide plastic pavement marking tape free of cracks with straight and unbroken edges. Provide material in rolls with no greater than three splices per 150 ft.

Conform preformed words and symbols to the…