CO810_26051401_JP2095304_SampleProposal.pdf

PDF 5 MB Posted May 4, 2026

Attached to: Grade, Drain & Surface, US-277
Solicitation number: 260130 CO 810
Issued by: Caddo County, Cement Town, Oklahoma

About this file

Written by GovTribe AI · Jun 4, 2026

This is a Sample Proposal document for a federal-aid highway construction project issued by the Oklahoma Department of Transportation (ODOT) for grading, draining, and surfacing work on US-277 in Caddo and Grady Counties. The project extends 3.770 miles from 4.2 miles northeast of the SH-8 Junction, extending east near Cement. The proposal, identified as Project 260130 Call Order 810, encompasses extensive roadway work including clearing and grubbing, unclassified excavation (487,404 cubic yards), rock excavation (8,247 cubic yards), unclassified borrow (82,046 cubic yards), sodding (237,827 square yards), seeding, mulching, mowing, stabilized construction exits, aggregate base, subgrade stabilization, geosynthetic reinforcement fabric (110,942 square yards), traffic-bound surface course, asphalt paving (various Superpave types totaling approximately 50,000 tons), cold milling (44,342 square yards), concrete work, reinforcing steel, drainage infrastructure (pipe and inlet installations), guardrail installation (350 linear feet of W-beam single), fence construction, and permanent and temporary traffic control measures. The bid opening is scheduled for Thursday, May 14, 2026, at 10:30 a.m., with bidding proposals available beginning April 16, 2026. Proposals must be submitted electronically through Bid Express using AASHTOware Project Bids, and no proposals will be accepted after May 13, 2026, at 10:30 a.m. The estimated contract time is 450 calendar days with a flexible start date allowing contractors to begin work any time after Notice to Proceed issuance but no later than October 5, 2026.

The project is subject to Buy America and Build America, Buy America requirements with applicable waivers available under Special Provision 106-5. The proposal cost is $50.00 plus tax, and a proposal guaranty equal to 5 percent of the bid total is required. The DBE goal for this proposal is zero. The contract includes two bridges requiring removal and replacement activities. Prevailing wage requirements apply based on two separate wage determinations (OK20260018 and OK20260022) covering different county groupings, with wage rates established by the U.S. Department of Labor Davis-Bacon Act requirements. The contractor must perform at least 30 percent of the contract amount using its own organization, with the balance available for subcontracting subject to ODOT approval. The contract includes provisions for price adjustments based on fuel price fluctuations, liquidated damages assessed at rates ranging from $300 to $1,800 daily depending on contract amount, and disincentives for exposed cold-milled pavement surfaces not overlaid within specified timeframes. All materials permanently incorporated into the project must comply with Buy America provisions, with the contractor bearing responsibility for sourcing and documentation. Questions regarding the bid may be submitted until April 24, 2026, through the ODOT pre-bid email address.

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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 260130

CALL ORDER 810

TO BE LET ON

THURSDAY, MAY 14, 2026 AT 10:30 A.M.

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

CADDO AND GRADY COUNTIES

FEDERAL AID PROJECT

GRADE, DRAIN, AND SURFACE

US-277: FROM 4.2 MILES NE OF THE SH-8 JUNCTION,

EXTEND EAST NEAR CEMENT.

PROJECT LENGTH = 3.770 MILES

STP-108C(099)PM, 20953(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 450 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON THURSDAY, APRIL 2, 2026 AT 11:06 AM.

CREATED: 4/2/2026 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 – May 14, 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 13, 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 14, 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: 810 STP-108C(099)PM US-277 CADDO AND GRADY JP No.20953(04)

GRADE, DRAIN, AND SURFACE

US-277: FROM 4.2 MILES NE OF THE SH-8 JUNCTION, EXTEND EAST NEAR CEMENT.

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

PAGE 1 OF 180PROPOSAL ID : 260130

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

SHEET 1 OF 1

CONTRACT TIME

CONTRACT TIME ESTIMATED FOR PROPOSAL IS 450 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 180PROPOSAL ID : 260130

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

SHEET 1 OF 8

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(A)2200

UNCLASSIFIED EXCAVATION

487,404.000 CY

0030 202(C)2400

ROCK EXCAVATION

8,247.000 CY

0040 202(D)2500

UNCLASSIFIED BORROW

82,046.000 CY

0050 205(A)6200

TYPE A-SALVAGED TOPSOIL

1.000 LSUM

0060 221(B)2300

TEMPORARY SILT FENCE

33,054.000 LF

0070 221(E)2600

TEMPORARY SILT DIKE

2,681.000 LF

0080 221(F)2700

TEMPORARY ROCK FILTER DAM TYPE

8.000 CY

0090 221(F)2710

TEMPORARY ROCK FILTER DAM TYPE

6.000 CY

0100 221(G)2800

TEMPORARY FIBER LOG

17,774.000 LF

0110 221(H)2900

(PL)TEMPORARY INLET SEDIMENT

FILTER

3.000 EA

0120 229 6100

DITCH LINER PROTECTION

15,052.870 LF

0130 230(A)7200

SOLID SLAB SODDING

237,827.000 SY

0140 232(A)9200

SEEDING METHOD A

2.510 AC

0150 232(B)9300

SEEDING METHOD B

49.130 AC

0160 233(A)0200

VEGETATIVE MULCHING

51.640 AC

PAGE 3 OF 180PROPOSAL ID : 260130

SHEET 2 OF 8

UNITS DOLLARS CTS DOLLARS CTS

0170 241 3100

MOWING

98.260 AC

0180 242 4101

STABILIZED CONSTRUCTION EXIT

4.000 EA

0190 303(A)1200

AGGREGATE BASE TYPE A

21,626.000 CY

0200 307(K)4200

STABILIZED SUBGRADE

119,489.000 SY

0210 310(B)5300

SUBGRADE, METHOD B

7,884.000 SY

0220 326(C)1100

(SP) WOVEN GEOSYNTHETIC

REINFORCEMENT FABRIC

110,942.000 SY

0230 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

16,334.000 TON

0240 407(B)7300

TACK COAT

16,784.000 GAL

0250 408 8100

PRIME COAT

70,386.000 GAL

0260 411(B)1320

SUPERPAVE, TYPE S3(PG 70-28 OK)

8,610.000 TON

0270 411(B)1330

SUPERPAVE, TYPE S3(PG 64-22 OK)

25,369.000 TON

0280 411(C)1420

SUPERPAVE, TYPE S4(PG 70-28 OK)

5,743.000 TON

0290 411(C)1430

SUPERPAVE, TYPE S4(PG 64-22 OK)

9,966.000 TON

0300 411(H)1900

SUPERPAVE, TYPE S3(PATCH)(PG64-

22OK)

298.000 TON

0310 412 3100

COLD MILLING PAVEMENT

44,342.000 SY

0320 501(A)1200

STRUCTURAL EXCAVATION

UNCLASSIFIED

86.000 CY

PAGE 4 OF 180PROPOSAL ID : 260130

SHEET 3 OF 8

UNITS DOLLARS CTS DOLLARS CTS

0330 504(E)5520

42" F-SHAPED PARAPET

156.800 LF

0340 509(A)0200

CLASS AA CONCRETE

776.800 CY

0350 509(D)0500

CLASS C CONCRETE

2,799.090 CY

0360 511(A)2200

REINFORCING STEEL

109,540.000 LB

0370 511(B)2300

EPOXY COATED REINFORCING STEEL

7,180.000 LB

0380 514(J)6100

TEMPORARY SHEET PILING

1.000 LSUM

0390 515(A)7200

WATER REPELLENT (VISUALLY

INSPECTED)

92.000 SY

0400 601(B)1220

TYPE I-A PLAIN RIPRAP

1,101.580 TON

0410 601(C)1300

TYPE I-A FILTER BLANKET

334.740 TON

0420 601(I)1700

FILTER FABRIC (RIPRAP)

1,244.000 SY

0430 609(B)4370

2'-8" COMB.CRB.& GUT.(6" MNTBLE)

1,284.000 LF

0440 611(A)7210

MANHOLE (4' DIA.)

4.000 EA

0450 611(B)7300

ADD'L.DEPTH IN MANHOLE (4' DIA.)

11.320 VF

0460 611(G)0354

INLET (SMD-TYPE 2)

6.000 EA

0470 611(G)7710

INLET CI DES. 1 (STD)

1.000 EA

0480 611(G)7966

INLET GPI TYPE 2 (DES. 10)

1.000 EA

0490 611(H)0410

ADD'L DEPTH IN INLET CI DES. 1

1.250 VF

PAGE 5 OF 180PROPOSAL ID : 260130

SHEET 4 OF 8

UNITS DOLLARS CTS DOLLARS CTS

0500 611(H)0474

ADD'L DEPTH IN INLET GPI TYPE 2

2.710 VF

0510 613(A)5208

18" R.C.PIPE CLASS III

1,844.950 LF

0520 613(A)5216

24" R.C.PIPE CLASS III

211.000 LF

0530 613(A)5220

30" R.C.PIPE CLASS III

240.000 LF

0540 613(A)5224

36" R.C.PIPE CLASS III

207.000 LF

0550 613(A)5264

18" R.C.PIPE CLASS IV

160.000 LF

0560 613(A)5314

24" R.C.PIPE CLASS V

513.000 LF

0570 613(A)5318

36" R.C.PIPE CLASS V

999.000 LF

0580 613(A)5322

42" R.C.PIPE CLASS V

235.000 LF

0590 613(A)5350

22" X 13" R.C.PIPE ARCH CLASS A-III

45.000 LF

0600 613(B)5508

18" CORR. GALV. STEEL PIPE

546.000 LF

0610 613(B)5528

36" CORR. GALV. STEEL PIPE

48.000 LF

0620 613(J)6400

EDGE DRAIN CONDUIT-PERFORATED

225.000 LF

0630 613(K)6500

EDGE DRAIN OUTLET LATERAL-

NONPERFORATED

100.000 LF

0640 613(L)6612

22" X 13" PREFAB. CULVERT END SEC.,

ARCH

4.000 EA

0650 613(L)6708

18" PREFAB. CULVERT END SEC.,

ROUND

45.000 EA

PAGE 6 OF 180PROPOSAL ID : 260130

SHEET 5 OF 8

UNITS DOLLARS CTS DOLLARS CTS

0660 613(L)6716

24" PREFAB. CULVERT END SEC.,

ROUND

14.000 EA

0670 613(L)6724

30" PREFAB. CULVERT END SEC.,

ROUND

6.000 EA

0680 613(L)6728

36" PREFAB. CULVERT END SEC.,

ROUND

9.000 EA

0690 613(L)6732

42" PREFAB. CULVERT END SEC.,

ROUND

2.000 EA

0700 613(Q)7500

OUTLET LATERAL HEADWALL

1.000 EA

0710 619(A)6200

REMOVAL OF STRUCTURES &

OBSTRUCTIONS

1.000 LSUM

0720 619(B)6364

REMOVAL OF ASPHALT PAVEMENT

30,768.000 SY

0730 619(B)6396

REMOVAL OF GUARDRAIL

360.000 LF

0740 623(A)1200

BEAM GUARDRAIL W-BEAM SINGLE

350.000 LF

0750 623(G)1820

GUARDRAIL END TREATMENT (31")

4.000 EA

0760 623(I)2050

GUARDRAIL BRIDGE CONN-THRIE

BEAM (31")

4.000 EA

0770 624(A)3200

FENCE-STYLE WWF

1,522.000 LF

0780 624(C)3405

FENCE-STYLE SWF (5 BARBED WIRE)

31,474.000 LF

0790 624(C)3410

FENCE-STYLE SWF (6 BARBED WIRE)

3,369.000 LF

SECTION 0001 SUB TOTAL

PAGE 7 OF 180PROPOSAL ID : 260130

SHEET 6 OF 8

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0002 BRIDGE 'A' - NBI NO. 02099

0800 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

SECTION 0002 SUB TOTAL

SECTION 0003 BRIDGE 'B' - NBI NO. 23976

0810 545 0111

(PL)REPLACE BRIDGE ITEM (TYPE A)

4.000 EA

SECTION 0003 SUB TOTAL

SECTION 0004 TRAFFIC PERMANENT

0820 413(A)4200

RUMBLE STRIP-METHOD HMA-CON

18,113.000 LF

0830 413(B)4310

RUMBLE STRIP-METHOD HMA-CYC

35,986.000 LF

0840 805(A)3252

(PL)REMOVAL OF EXISTING SIGNS

21.000 EA

0850 805(D)3528

(PL)REMOVE & RESET EXISTING SIGNS

2.000 EA

0860 850(A)1200

SHEET ALUMINUM SIGNS

400.200 SF

0870 851(C)2430

2 1/2" SQUARE TUBE POST

655.000 LF

0880 853 5175

GUARDRAIL DELINEATORS(TYPE 2,

CODE 1)

20.000 EA

0890 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

117,819.000 LF

0900 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

146.000 LF

SECTION 0004 SUB TOTAL

PAGE 8 OF 180PROPOSAL ID : 260130

SHEET 7 OF 8

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0005 TRAFFIC TEMPORARY

0910 857(A)9205

CONSTRUCTION TRAFFIC

STR.(PAINT)(6" WIDE)

9,929.000 LF

0920 857(C)9405

REMOVABLE PAVEMENT MARKING

TAPE(6" WIDE)

2,235.000 LF

0930 857(F)9700

PAVEMENT

MRKNG.REMOVAL(TRAF.STRP)

5,507.000 LF

0940 871(B)2300

CONST.ZONE IMPACT ATTEN.

1,180.000 SD

0950 877(B)4300

DELIVER PORTABLE LONGITUDINAL

BARRIER

900.000 LF

0960 877(C)4400

RELOCATION OF PORT. LONGITUDINAL

BARRIER

2,650.000 LF

0970 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

21,055.000 SD

0980 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

22,925.000 SD

0990 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

15,965.000 SD

1000 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

18,565.000 SD

1010 880(D)6500

VERTICAL PANELS

6,345.000 SD

1020 880(E)6600

WARNING LIGHTS(TYPE A)

47,255.000 SD

1030 880(F)6700

DRUMS

3,517.000 SD

1040 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

1,800.000 SD

PAGE 9 OF 180PROPOSAL ID : 260130

SHEET 8 OF 8

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0005 SUB TOTAL

SECTION 0006 STAKING

1050 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0006 SUB TOTAL

SECTION 0007 CONSTRUCTION

1060 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

1070 640(A)1210

FIELD OFFICE

1.000 EA

1080 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0007 SUB TOTAL

TOTAL

PAGE 10 OF 180PROPOSAL ID : 260130

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-108C(099)PM, 20953(04)

CADDO AND GRADY COUNTIES

SHEET 1 OF 2

PROPOSAL DOCUMENTS

OK20260018 WAGE DECISION

OK20260022 WAGE DECISION

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 108-081(a)19 DISINCENTIVE FOR EXPOSED COLD-MILLED PAVEMENT 108-182(a)19 SUBLETTING OF CONTRACT (70%) 109-003(a-c)19 PRICE ADJUSTMENT FOR FUEL 109-014(a)19 MATERIAL ON HAND 109-015(a-c)19 PROMPT PAYMENT FOR SUBCONTRACTORS 326-002(a-b)19 WOVEN GEOSYNTHETIC REINFORCEMENT FABRIC 411-025(a)19 HOT MIX ASPHALT/WARM MIX ASPHALT 430-2QA(a-j)19 PAVEMENT AND BRIDGE DECK SMOOTHNESS 430-4QA(a-j)19 PAVEMENT AND BRIDGE DECK SMOOTHNESS USING IRI 441-001(a-c)19 ELECTRONIC TICKETING FOR BITUMINOUS MATERIALS 504-006(a-b)19 RAILS, PARAPETS, AND CURBS 703-001(a-b)19 RECYCLED CONCRETE AGGREGATE 711-003(a-h)19 TRAFFIC STRIPE 712-001(a-b)19 WOVEN GEOSYNTHETIC REINFORCEMENT FABRIC FOR PAVEMENT 856-003(a-j)19 TRAFFIC STRIPE (PLURAL-COMPONENT)

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 11 OF 180PROPOSAL ID : 260130

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-108C(099)PM, 20953(04)

CADDO AND GRADY COUNTIES

SHEET 2 OF 2

PAGE 12 OF 180PROPOSAL ID : 260130

"General Decision Number: OK20260018 01/02/2026

Superseded General Decision Number: OK20250018

State: Oklahoma

Construction Type: Highway

Counties: Beckham, Caddo, Cotton, Custer, Greer, Harmon, Jackson, Jefferson, Kiowa, Roger Mills, Stephens, Tillman and Washita Counties in Oklahoma.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Modification Number Publication Date 0 01/02/2026

SUOK2011‐005 04/18/2011

Rates Fringes

CARPENTER (Excludes Form Work) Caddo County................$ 12.18 Custer County...............$ 12.39 Remaining Counties..........$ 12.57

CEMENT MASON/CONCRETE FINISHER

Caddo County................$ 11.04 Custer County...............$ 13.38 Remaining Counties..........$ 12.53 Washita County..............$ 12.95

FORM WORKER

Remaining Counties..........$ 11.46 Washita County..............$ 11.13

GUARDRAIL INSTALLER (Includes Guardrail/Post Driver Work)......$ 9.70

IRONWORKER, REINFORCING..........$ 13.63

LABORER

Air/Power Tool Operator (Includes Handheld

PAGE 13 OF 180PROPOSAL ID : 260130

Concrete Saws and Chipping Guns).......................$ 12.79 Asphalt Raker and Shoveler..$ 10.49 Common or General Beckham County.............$ 10.47 Caddo County...............$ 10.30 Custer County..............$ 10.60 Greer County...............$ 10.05 Jefferson County...........$ 10.07 Kiowa County...............$ 9.54 Remaining Counties.........$ 10.29 Roger Mills County.........$ 10.08 Stephens County............$ 10.31 Washita County.............$ 10.27 Pipelayer...................$ 11.83 Traffic Control (Includes Flagger, Setting Up and Moving Cones/Barrels).......$ 10.39 Vibrating Plate.............$ 12.70

POWER EQUIPMENT OPERATOR:

Asphalt Paver Screed........$ 13.19 Asphalt Paving Machine......$ 12.32 Asphalt Plant...............$ 14.70 Backhoe/Trackhoe Caddo County...............$ 13.46 Remaining Counties.........$ 13.71 Bobcat/Skid Loader..........$ 12.06 Broom.......................$ 11.02 Bulldozer...................$ 13.69 Concrete Paving Machine.....$ 14.42 Concrete Saw................$ 12.46 Crane.......................$ 16.61 Distributor Truck...........$ 12.24 Excavator...................$ 15.45 Grader/Blade Caddo County...............$ 13.18 Remaining Counties.........$ 13.30 Loader (Front End)..........$ 12.21 Mechanic....................$ 16.89 Milling Machine.............$ 11.81 Mixer.......................$ 14.56 Oiler.......................$ 13.84 Roller (Asphalt) Caddo County...............$ 12.73 Remaining Counties.........$ 12.61 Roller (Dirt Compaction)....$ 10.22 Rotomill....................$ 17.33 Scraper.....................$ 12.82 Striping Machine............$ 12.11

PAGE 14 OF 180PROPOSAL ID : 260130

Tractor/Box Blade...........$ 9.79 Transfer Material Machine...$ 12.38 0.75 Trencher....................$ 14.66

TRUCK DRIVER

Concrete Truck..............$ 14.22 Dump Truck..................$ 12.84 Flatbed Truck...............$ 15.30 Lowboy/Float................$ 16.02 Off the Road Truck..........$ 11.84 Single Axle Truck (Includes Pilot Car)........$ 12.30 Straight Truck..............$ 15.92 Tandem Axle/Semi Trailer....$ 13.53 Water Truck.................$ 12.00

WELDERS ‐ Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis‐Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health‐related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health‐related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government‐contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis‐Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis‐Bacon Related Acts regardless of when they were awarded.

If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage

PAGE 15 OF 180PROPOSAL ID : 260130

determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four‐letter identifier beginning with characters other than ""SU"", ""UAVG"", "SA", or "SC" denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198‐005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG‐OH‐0010 01/01/2024. UAVG indicates that the rate is a

PAGE 16 OF 180PROPOSAL ID : 260130

weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non‐union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non‐union rates. Example: SUFL2022‐007 6/27/2024. SU indicates the rate is a single non‐union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

"SU" wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)‐(h). Example: SAME2023‐007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the "SA" identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

PAGE 17 OF 180PROPOSAL ID : 260130

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD‐Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

PAGE 18 OF 180PROPOSAL ID : 260130

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

PAGE 19 OF 180PROPOSAL ID : 260130

"General Decision Number: OK20260022 01/02/2026

Superseded General Decision Number: OK20250022

State: Oklahoma

Construction Type: Highway

Counties: Canadian, Cleveland, Grady, Lincoln, Logan and McClain Counties in Oklahoma.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Modification Number Publication Date 0 01/02/2026

SUOK2011‐009 04/18/2011

Rates Fringes

Traffic signal installer.......$ 17.37

CARPENTER (Includes Form Work)...$ 13.32

CEMENT MASON/CONCRETE FINISHER

Canadian....................$ 12.44 Cleveland...................$ 12.55 Grady, Lincoln, Logan.......$ 12.47 McClain.....................$ 11.93

IRONWORKER, REINFORCING..........$ 13.63

IRONWORKER, STRUCTURAL...........$ 14.21

LABORER

Asphalt Raker and Shoveler..$ 11.31 Common or General Canadian County............$ 10.05 Cleveland County...........$ 10.62 Grady and Logan Counties...$ 10.55 Lincoln County.............$ 10.17 McClain County.............$ 10.37 Landscape...................$ 9.63 Pipelayer...................$ 12.50

PAGE 20 OF 180PROPOSAL ID : 260130

Power Tool Operator (Includes Chipping Guns and Handheld Concrete Saws).$ 12.89 Traffic Control (Includes Flagger, Setting Up and Moving Cones/Barrels).......$ 11.12

POWER EQUIPMENT OPERATOR:

Asphalt Paver Screed........$ 12.44 Asphalt Paving Machine Canadian County............$ 13.32 Cleveland County...........$ 14.57 McClain County.............$ 14.04 Remaining Counties.........$ 14.08 Asphalt Plant...............$ 14.70 Backhoe/Trackhoe Cleveland County...........$ 12.91 Remaining Counties.........$ 13.64 Bobcat/Skid Loader..........$ 12.71 Broom.......................$ 11.97 Bulldozer McClain County.............$ 13.36 Remaining Counties.........$ 14.24 Concrete Paving Machine.....$ 13.61 Concrete Saw Cleveland County...........$ 11.64 Remaining Counties.........$ 11.70 Crane.......................$ 16.99 Distributor Truck...........$ 13.81 Excavator...................$ 15.10 Grader/Blade Canadian County............$ 12.00 Cleveland County...........$ 14.46 Remaining Counties.........$ 14.98 Loader (Front End) Cleveland County...........$ 12.76 Remaining Counties.........$ 12.85 Mechanic....................$ 15.60 Milling Machine.............$ 14.93 Mixer.......................$ 14.43 Oiler.......................$ 14.06 Roller (Asphalt) Canadian County............$ 11.67 Cleveland County...........$ 12.86 McClain County.............$ 12.94 Remaining Counties.........$ 12.73 Roller (Dirt Compaction)....$ 12.27 Scraper Canadian County............$ 12.00 Cleveland County...........$ 13.06

PAGE 21 OF 180PROPOSAL ID : 260130

Remaining Counties.........$ 13.19 Striping Machine............$ 12.56 Tractor/Box Blade...........$ 16.50 Trencher....................$ 13.63

TRUCK DRIVER

Dump Truck Cleveland County...........$ 12.32 Remaining Counties.........$ 12.88 Flatbed Truck...............$ 14.69 Lowboy/Float................$ 13.90 Off the Road Truck..........$ 13.75 Pickup Truck................$ 12.48 Tandem Axle/Semi Trailer Canadian County............$ 12.00 Cleveland County...........$ 12.37 Remaining Counties.........$ 13.72 Water Truck.................$ 12.00

WELDERS ‐ Receive rate prescribed for craft performing operation to which welding is incidental.

PAGE 22 OF 180PROPOSAL ID : 260130

If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Union Rate Identifiers

A four‐letter identifier beginning with characters other than ""SU"", ""UAVG"", "SA", or "SC" denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198‐005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for

PAGE 23 OF 180PROPOSAL ID : 260130

those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG‐OH‐0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

"SU" wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the "SA" identifier took effect under state law in the state from which the rates were adopted.

PAGE 24 OF 180PROPOSAL ID : 260130

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD‐Office@dol.gov or by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the

PAGE 25 OF 180PROPOSAL ID : 260130

interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

PAGE 26 OF 180PROPOSAL ID : 260130

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 27 OF 180PROPOSAL ID : 260130

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 28 OF 180PROPOSAL ID : 260130

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 29 OF 180PROPOSAL ID : 260130

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 30 OF 180PROPOSAL ID : 260130

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 31 OF 180PROPOSAL ID : 260130

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.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 4, 2026.