Bid Notice-Bridge and Approaches - County Road (EW 0610 Road).pdf

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 260145

CALL ORDER 115

TO BE LET ON

THURSDAY, JUNE 11, 2026 AT 10:30 A.M.

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

DEWEY COUNTY

FEDERAL AID PROJECT

BRIDGE AND APPROACHES

COUNTY ROAD (EW 0610 RD): OVER CAMP CREEK,

6.33 MILES WEST OF US-183 JUNCTION NEAR SEILING.

PROJECT LENGTH = 0.189 MILES

STP-222D(053)CI, 33919(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 120 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON FRIDAY, MAY 1, 2026 AT 11:06 AM.

CREATED: 5/1/2026 11:06 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 – June 11, 2026 10:30 A.M. Bid Opening

SHEET 1 OF 1

Plans and proposals for this bid opening will be available on May 21, 2026. No bidding proposals will be issued to any Contractor after June 10, 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 June 11, 2026 bid opening will be accepted until May 29, 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: 115 STP-222D(053)CI COUNTY ROAD DEWEY JP No.33919(04)

BRIDGE AND APPROACHES

COUNTY ROAD (EW 0610 RD): OVER CAMP CREEK, 6.33 MILES WEST OF US-183

JUNCTION NEAR SEILING.

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

PAGE 1 OF 110PROPOSAL ID : 260145

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

CONTRACT TIME

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 120 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 110PROPOSAL ID : 260145

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

SHEET 1 OF 4

LINE ITEM DESCRIPTION APPROX. QTY UNIT PRICE BID AMOUNT

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0001 ROADWAY

0010 201(A)1200

CLEARING AND GRUBBING

1.000 LSUM

0020 202(H)2900

EARTHWORK

1.000 LSUM

0030 221(B)2300

TEMPORARY SILT FENCE

800.000 LF

0040 221(E)2600

TEMPORARY SILT DIKE

300.000 LF

0050 230(A)7200

SOLID SLAB SODDING

5,700.000 SY

0060 233(A)0200

VEGETATIVE MULCHING

1.190 AC

0070 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

615.000 TON

0080 509(D)0500

CLASS C CONCRETE

10.000 CY

0090 601(B)1200

TYPE I PLAIN RIPRAP WITH FILTER

BLANKET

253.000 TON

0100 613(B)5508

18" CORR. GALV. STEEL PIPE

50.000 LF

0110 613(B)5516

24" CORR. GALV. STEEL PIPE

60.000 LF

0120 613(M)6900

TYPE A3 CULVERT END TREATMENT

2.000 EA

0130 613(M)6904

TYPE B3 CULVERT END TREATMENT

2.000 EA

SECTION 0001 SUB TOTAL

SECTION 0002 BRIDGE 'A'

0140 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

320.000 CY

PAGE 3 OF 110PROPOSAL ID : 260145

SHEET 2 OF 4

UNITS DOLLARS CTS DOLLARS CTS

0150 501(F)1700

GRANULAR BACKFILL

280.000 CY

0160 503(A)4230

PRESTRESSED CONCRETE BEAMS

(TYPE III)

319.000 LF

0170 504(D)5410

CONCRETE RAIL (TR3)

270.500 LF

0180 506(A)7200

STRUCTURAL STEEL

660.000 LB

0190 507(A)8210

WEATHERING STEEL FIXED BEARING

ASSEMBLY

4.000 EA

0200 507(B)8310

WEATHERING STL EXP. BEARING

ASSEMBLY

4.000 EA

0210 509(A)0210

CLASS AA CONCRETE

71.100 CY

0220 509(B)0320

CLASS A CONCRETE

172.600 CY

0230 511(A)2210

REINFORCING STEEL

39,540.000 LB

0240 514(A)5210

PILES, FURNISHED (HP 10X42)

144.000 LF

0250 514(A)5220

PILES, FURNISHED (HP 12X53)

448.000 LF

0260 514(B)5310

PILES, DRIVEN (HP 10X42)

144.000 LF

0270 514(B)5320

PILES, DRIVEN (HP 12X53)

448.000 LF

0280 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

0290 601(B)1210

TYPE I PLAIN RIPRAP WITH FILTER

BLANKET

1,803.000 TON

0300 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

66.000 LF

PAGE 4 OF 110PROPOSAL ID : 260145

SHEET 3 OF 4

UNITS DOLLARS CTS DOLLARS CTS

0310 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

40.000 LF

0320 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

0330 623(F)1748

GUARDRAIL ANCHOR UNIT (TYPE II)

4.000 EA

SECTION 0002 SUB TOTAL

SECTION 0003 TRAFFIC

0340 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

480.000 SD

0350 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

720.000 SD

0360 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

1,200.000 SD

0370 880(E)6600

WARNING LIGHTS(TYPE A)

2,640.000 SD

SECTION 0003 SUB TOTAL

SECTION 0004 STAKING

0380 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0004 SUB TOTAL

SECTION 0005 CONSTRUCTION

0390 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

0400 641 2110

MOBILIZATION

1.000 LSUM

PAGE 5 OF 110PROPOSAL ID : 260145

SHEET 4 OF 4

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0005 SUB TOTAL

TOTAL

PAGE 6 OF 110PROPOSAL ID : 260145

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) : STP-222D(053)CI, 33919(04)

DEWEY 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 107-012(a)19 FEDERAL AVIATION REGULATIONS 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 504-006(a-b)19 RAILS, PARAPETS, AND CURBS 703-001(a-b)19 RECYCLED CONCRETE AGGREGATE

CORPS OF ENGINEERS PERMIT

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 7 OF 110PROPOSAL ID : 260145

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 8 OF 110PROPOSAL ID : 260145

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 9 OF 110PROPOSAL ID : 260145

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 10 OF 110PROPOSAL ID : 260145

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 11 OF 110PROPOSAL ID : 260145

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 12 OF 110PROPOSAL ID : 260145

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 13 OF 110PROPOSAL ID : 260145

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 14 OF 110PROPOSAL ID : 260145

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 15 OF 110PROPOSAL ID : 260145

107-12(a) 19 1-10-20

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

FEDERAL AVIATION REGULATIONS

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

107.01 LAWS, RULES, AND REGULATIONS TO BE OBSERVED (Add the following:)

Due to the proximity to the SEILING AIRPORT, the Contractor is responsible for compliance with Federal Aviation Administration Regulations governing construction and alterations.

File FAA Form 7460-1 with the Federal Aviation Administration if any equipment used in construction (such as a temporary crane) exceeds the height of an imaginary surface extending outward and upward at 100:1 from the nearest point of the nearest runway at the SEILING AIRPORT. Exceptions to this filing requirement may apply under certain situations as noted in the attached instructions under §77.15 (Construction or Alteration Not Requiring Notice). If required, submit the completed FAA Form 7460-1 to the following address, and provide one copy of the submitted FAA Form 7460-1 to the Engineer.

Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Service, AJR-322 2601 Meacham Boulevard Fort Worth, TX 76193

§77.15 - Construction or Alteration Not Requiring Notice.

No person is required to notify the Administrator for any of the following construction or alteration:

(a) Any object that would be shielded by existing structures of a permanent and substantial character or by natural terrain or topographic features of equal or greater height, and would be located in the congested area of a city, town, or settlement where it is evident beyond all reasonable doubt that the structure so shielded will not adversely affect safety in air navigation.

(b) Any antenna structure of 20 feet or less in height except one that would increase the height of another antenna structure.

(c) Any air navigation facility, airport visual approach or landing aid, aircraft arresting device, or meteorological device, of a type approved by the Administrator, or an appropriate military service on military airports, the location and height of which is fixed by its functional purpose.

(d) Any construction or alteration for which notice is required by any other FAA regulation.

PAGE 16 OF 110PROPOSAL ID : 260145

108-23(a) 19

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 November 2, 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 17 OF 110PROPOSAL ID : 260145

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 18 OF 110PROPOSAL ID : 260145

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 19 OF 110PROPOSAL ID : 260145

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 20 OF 110PROPOSAL ID : 260145

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 21 OF 110PROPOSAL ID : 260145

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 22 OF 110PROPOSAL ID : 260145

504-6(a-b) 19

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR

RAILS, PARAPETS, AND CURBS

STP-222D(053)CI, JP NO. 33919(04), DEWEY COUNTY

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

(Replace Section 504.04(I), “Rails, Parapets, and Curbs” with the following:)

I. Rails, Parapets, and Curbs

For concrete rails, parapets, and curbs, comply with Sections 509 and 511. For cast-in-place superstructures, such as, slab spans, pan girders, and post tensioned spans, do not place railing, parapets, and curbs until the falsework for the span has been released and the span swung.

(1) Method of placement for cast-in-place methods comply with Section 502. For slip form methods comply with Section 502 and the following:

(a) Submit specifications on equipment to be used including the following:

• Identify rates of placement

• Cover needed over reinforcement for the equipment

• Proper vibration frequency and amplitude

• Clearance to edge of deck

• Concrete slump limitations

(b) Submit plans in accordance with section 105.02 for any details that must change to accommodate slip form equipment or processes.

(c) Conduct pre-placement conference and dry run in the presence of the Engineer. Check equipment operation, reinforcement stiffness, reinforcement, and preformed joint clearance for the entire length of rail to be placed. Do not start placement until the Engineer approves dry run.

(d) Assure that all placement rates, reinforcement cover, vibration frequency and amplitude, and concrete slump are maintained throughout the placement. Make sure preformed joints remain vertical during slip form operation. Saw cut joints within four hours of placement. Stop placement and address any deficiencies that may cause lack of cover over reinforcement, reinforcement cage to move, concrete to honeycomb, joint movement, or rail misalignment.

(e) Take a minimum of three 2 inch (50 mm) diameter cores per 100 feet (30 m) of rail or parapet.

Each core must penetrate at least ¾ of the thickness of the rail or parapet, and at least one of the 3 cores must be in the bottom 1/4 of the rail or parapet height. Equally distribute the three cores along the length of each placement. Separate parapets or rails placed on the same date shall be considered separate placements. Cores will not be measured for payment.

PAGE 23 OF 110PROPOSAL ID : 260145

504-6(b-b) 19

(f) The Engineer will mark additional locations for cores where, in the sole opinion of the Engineer, the quality of the slip formed rail or parapet is suspect. Any cores taken from parapet sections where the quality is suspect that are later shown to be sound, free of defects, and accepted will be paid for according to Section 109.04.

(g) Any cores showing voids of any size adjacent to the reinforcement bars, or voids not adjacent to reinforcement bars of 1/4 square inch (160 square millimeters) in area or more, or showing signs of segregation or cracking shall be considered failures and the rail or parapet section from which it was taken will be rejected. A rail or parapet section shall be defined as the length represented by the cores.

(f) Remove the entire section of rejected rail or take additional cores at a maximum of 10 foot intervals at no additional payment to determine the longitudinal extent of removal and replacement. After additional coring, the minimum lengths of rail or parapet removal and replacement will be 3 feet (1 m). Remove and replace any rail or parapet section in its entirety with more than one half of its length rejected. Remove segments less than 10 feet (3m) long from failed areas to expansion joints or the end of rail.

(h) Replace damaged reinforcement and ensure minimum splice length by performing additional concrete removal if necessary. Repair damage to epoxy coating in accordance with Section 511.04.

(i) Fill all core holes with a non-shrink grout meeting the requirements of Section 509.04(h).

Grouting will not be measured for payment.

PAGE 24 OF 110PROPOSAL ID : 260145

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 25 OF 110PROPOSAL ID : 260145

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 26 OF 110PROPOSAL ID : 260145

DEWEY COUNTY

DISTRICT 5

33919(04)

PROJECT:

COUNTY BRIDGE OVER CAMP CREEK ON EW-61, 1.0 MILE

SOUTH & 6.4 MILES WEST OF JCT. US-183/SH-51 (E061 &

N220.6) (LOW WATER CROSSING)

U.S. ARMY CORPS OF ENGINEERS

IDENTIFICATION NUMBER: N/A

NATIONWIDE PERMIT 14

LINEAR TRANSPORTATION PROJECTS

NO PRE-CONSTRUCTION NOTICE REQUIRED PERMIT1

DATE OF AUTHORIZATION: February 17, 2025 DATE OF EXPIRATION: March 14, 2026

INDEX OF ATTACHMENTS

Nationwide Permit 14 General Conditions

Section 401 Clean Water Act Water Quality Certification Application/PCN Table

1 Self‐verifying compliance with NW14

PAGE 27 OF 110PROPOSAL ID : 260145

Nationwide Permit 14 - Linear Transportation Projects Effective Date: February 25, 2022; Expiration Date: March 14, 2026

(NWP Final Notice, 86 FR 73522)

Nationwide Permit 14 - Linear Transportation Projects. Activities required for crossings of waters of the United States associated with the construction, expansion, modification, or improvement of linear transportation projects (e.g., roads, highways, railways, trails, driveways, airport runways, and taxiways) in waters of the United States.

For linear transportation projects in non-tidal waters, the discharge of dredged or fill material cannot cause the loss of greater than 1/2-acre of waters of the United States.

For linear transportation projects in tidal waters, the discharge of dredged or fill material cannot cause the loss of greater than 1/3-acre of waters of the United States. Any stream channel modification, including bank stabilization, is limited to the minimum necessary to construct or protect the linear transportation project; such modifications must be in the immediate vicinity of the project.

This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats, necessary to construct the linear transportation project. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges of dredged or fill material, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows.

Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be revegetated, as appropriate.

This NWP cannot be used to authorize non-linear features commonly associated with transportation projects, such as vehicle maintenance or storage buildings, parking lots, train stations, or aircraft hangars.

Notification: The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity if: (1) the loss of waters of the United States exceeds 1/10-acre; or (2) there is a discharge of dredged or fill material in a special aquatic site, including wetlands. (See general condition 32.) (Authorities: Sections 10 and 404)

Note 1: For linear transportation projects crossing a single waterbody more than one time at separate and distant locations, or multiple waterbodies at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. Linear transportation projects must comply with 33 CFR 330.6(d).

Note 2: Some discharges of dredged or fill material for the construction of farm roads or forest roads, or temporary roads for moving mining equipment, may qualify for an exemption under Section 404(f) of the Clean Water Act (see 33 CFR 323.4).

PAGE 28 OF 110PROPOSAL ID : 260145

Note 3: For NWP 14 activities that require pre-construction notification, the PCN must include any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings that require Department of the Army authorization but do not require pre-construction notification (see paragraph (b)(4) of general condition 32). The district engineer will evaluate the PCN in accordance with Section D, “District Engineer’s Decision.” The district engineer may require mitigation to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see general condition 23).

2021 Nationwide Permit General Conditions

Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization.

1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation.

(b) Any safety lights and signals prescribed by the U.S.