Bid Notice-Grade_ Drain_ Surface and Bridge - US-69. From 0.52 Miles North of the SH-165 Interchange.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 260149

CALL ORDER 135

TO BE LET ON

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

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

MUSKOGEE COUNTY

FEDERAL AID PROJECT

GRADE, DRAIN, SURFACE AND BRIDGE

US-69: FROM 0.52 MILES NORTH OF THE SH-165 INTERCHANGE,

EXTEND NORTH IN THE CITY OF MUSKOGEE.

PROJECT LENGTH = 2.463 MILES

NHPP-013N(237)FP, 27108(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 675 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 15, 2026 AT 2:42 PM.

CREATED: 5/15/2026 2:42 PM

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: 135 NHPP-013N(237)FP US-69 MUSKOGEE JP No.27108(04)

GRADE, DRAIN, SURFACE AND BRIDGE

US-69: FROM 0.52 MILES NORTH OF THE SH-165 INTERCHANGE, EXTEND NORTH IN

THE CITY OF MUSKOGEE.

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

PAGE 1 OF 193PROPOSAL ID : 260149

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 675 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 193PROPOSAL ID : 260149

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

SHEET 1 OF 17

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

64,230.000 CY

0030 202(E)2600

SELECT BORROW

3,000.000 CY

0040 205(A)6200

TYPE A-SALVAGED TOPSOIL

1.000 LSUM

0050 221(B)2300

TEMPORARY SILT FENCE

6,421.000 LF

0060 221(E)2600

TEMPORARY SILT DIKE

1,247.000 LF

0070 221(F)2700

TEMPORARY ROCK FILTER DAM TYPE

28.000 CY

0080 221(G)2800

TEMPORARY FIBER LOG

3,024.000 LF

0090 221(H)2900

(PL)TEMPORARY INLET SEDIMENT

FILTER

37.000 EA

0100 230(A)7200

SOLID SLAB SODDING

108,628.000 SY

0110 233(A)0200

VEGETATIVE MULCHING

46.000 AC

0120 241 3100

MOWING

46.000 AC

0130 303(A)1200

AGGREGATE BASE TYPE A

33,483.000 CY

0140 317 7100

CEMENT TREATED BASE

141,679.000 SY

0150 326(C)1100

(SP) WOVEN GEOSYNTHETIC

REINFORCEMENT FABRIC

175,321.000 SY

PAGE 3 OF 193PROPOSAL ID : 260149

SHEET 2 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0160 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

26,805.000 TON

0170 408 8100

PRIME COAT

93,730.000 GAL

0180 411(I)2005

SUPERPAVE, TYPE S4(PATCH)(PG70-

28OK)

246.000 TON

0190 414(A)5200

P.C.CONCRETE

PAVEMENT(PLACEMENT)

32,060.000 SY

0200 414(B)5300

DOWEL JOINTED

P.C.C.PAVT.(PLACEMENT)

107,917.000 SY

0210 414(G)5800

P.C. CONCRETE FOR PAVEMENT

47,006.000 CY

0220 501(A)1200

STRUCTURAL EXCAVATION

UNCLASSIFIED

12.000 CY

0230 504(F)5600

HANDRAILING

685.000 LF

0240 509(A)0200

CLASS AA CONCRETE

223.000 CY

0250 509(D)0500

CLASS C CONCRETE

39.000 CY

0260 510(C)1420

SLOPE WALL (4")

300.000 SY

0270 510(D)1510

MSE RETAINING WALL

604.500 SY

0280 511(B)2300

EPOXY COATED REINFORCING STEEL

26,488.000 LB

0290 601(B)1220

TYPE I-A PLAIN RIPRAP

80.000 TON

0300 601(C)1300

TYPE I-A FILTER BLANKET

20.000 TON

0310 609(A)4230

CONC.CURB(6" BARRIER-INTEGRAL)

7,722.000 LF

PAGE 4 OF 193PROPOSAL ID : 260149

SHEET 3 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0320 610(A)5200

4" CONCRETE SIDEWALK

5,207.000 SY

0330 610(B)5300

6" CONCRETE DRIVEWAY (H.E.S.)

13,272.000 SY

0340 610(B)5320

8" CONCRETE DRIVEWAY

1,180.000 SY

0350 610(C)5430

DECORATIVE MEDIAN CONCRETE

2,347.000 SY

0360 611(A)7210

MANHOLE (4' DIA.)

1.000 EA

0370 611(A)7215

MANHOLE (5' DIA.)

2.000 EA

0380 611(A)7230

MANHOLE (8' DIA.)

3.000 EA

0390 611(B)7320

ADD'L.DEPTH IN MANHOLE (8' DIA.)

7.000 VF

0400 611(G)0354

INLET (SMD-TYPE 2)

11.000 EA

0410 611(G)0358

INLET (SMD-TYPE 2A)

5.000 EA

0420 611(G)0610

PRECAST INLET PJB 6' WIDE (DES. 2

STD)

5.000 EA

0430 611(G)0614

PRECAST INLET PJB 6' WIDE (DES. 2 B)

14.000 EA

0440 611(G)0622

PRECAST INLET PJB 6' WIDE (DES. 2 D)

1.000 EA

0450 611(G)0630

PRECAST INLET PJB 6' WIDE (DES. 2 2C)

1.000 EA

0460 611(G)0638

PRECAST INLET PJB 6' WIDE (DES. 2 2D)

1.000 EA

0470 611(G)0650

PRECAST INLET PJB 6' WIDE (DES. 3 D)

1.000 EA

0480 611(G)7700

SPECIAL INLET DRAIN

7.000 EA

PAGE 5 OF 193PROPOSAL ID : 260149

SHEET 4 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0490 611(G)7864

PRECAST INLET CI DES. 2 (STD)

2.000 EA

0500 611(G)7868

PRECAST INLET CI DES. 2 (B)

6.000 EA

0510 611(G)7888

PRECAST INLET CI DES. 2 (2C)

2.000 EA

0520 611(G)7892

PRECAST INLET CI DES. 2 (2D)

1.000 EA

0530 611(G)7900

PRECAST INLET CI DES. 3 (B)

1.000 EA

0540 611(G)9020

INLET CDI RCP DES. 6

1.000 EA

0550 611(H)0414

ADD'L DEPTH IN INLET CI DES. 2

19.000 VF

0560 611(H)0458

ADD'L DEPTH IN PRECAST INLET PJB 6'

WIDE

66.000 VF

0570 611(L)1610

SPECIAL JUNCTION BOX

4.000 EA

0580 613(A)5204

15" R.C.PIPE CLASS III

288.000 LF

0590 613(A)5208

18" R.C.PIPE CLASS III

1,142.000 LF

0600 613(A)5216

24" R.C.PIPE CLASS III

50.000 LF

0610 613(A)5220

30" R.C.PIPE CLASS III

132.000 LF

0620 613(A)5224

36" R.C.PIPE CLASS III

801.000 LF

0630 613(A)5228

42" R.C.PIPE CLASS III

1,082.000 LF

0640 613(A)5232

48" R.C.PIPE CLASS III

1,290.000 LF

0650 613(A)5400

14" X 23" R.C.PIPE ELL. CLASS HE-III

90.000 LF

PAGE 6 OF 193PROPOSAL ID : 260149

SHEET 5 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0660 613(B)5508

18" CORR. GALV. STEEL PIPE

544.000 LF

0670 613(B)5528

36" CORR. GALV. STEEL PIPE

384.000 LF

0680 613(B)5600

17" X 13" CORR. GALV. STEEL PIPE

ARCH

144.000 LF

0690 613(B)5604

21" X 15" CORR. GALV. STEEL PIPE

ARCH

160.000 LF

0700 613(B)5612

28" X 20" CORR. GALV. STEEL PIPE

ARCH

214.000 LF

0710 613(B)5616

35" X 24" CORR. GALV. STEEL PIPE

ARCH

58.000 LF

0720 613(B)5620

42" X 29" CORR. GALV. STEEL PIPE

ARCH

56.000 LF

0730 613(B)5624

49" X 33" CORR. GALV. STEEL PIPE

ARCH

67.000 LF

0740 613(J)6400

EDGE DRAIN CONDUIT-PERFORATED

7,570.000 LF

0750 613(K)6500

EDGE DRAIN OUTLET LATERAL-

NONPERFORATED

720.000 LF

0760 613(L)6608

21" X 15" PREFAB. CULVERT END SEC.,

ARCH

6.000 EA

0770 613(L)6624

28" X 20" PREFAB. CULVERT END SEC.,

ARCH

8.000 EA

0780 613(L)6632

35" X 24" PREFAB. CULVERT END SEC.,

ARCH

2.000 EA

0790 613(L)6644

42" X 29" PREFAB. CULVERT END SEC.,

ARCH

2.000 EA

PAGE 7 OF 193PROPOSAL ID : 260149

SHEET 6 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0800 613(L)6652

49" X 33" PREFAB. CULVERT END SEC.,

ARCH

1.000 EA

0810 613(L)6708

18" PREFAB. CULVERT END SEC.,

ROUND

26.000 EA

0820 613(L)6716

24" PREFAB. CULVERT END SEC.,

ROUND

6.000 EA

0830 613(L)6724

30" PREFAB. CULVERT END SEC.,

ROUND

2.000 EA

0840 613(L)6728

36" PREFAB. CULVERT END SEC.,

ROUND

4.000 EA

0850 613(M)6960

TYPE A4 CULVERT END TREATMENT

18.000 EA

0860 613(V)8000

TRENCH EXCAVATION

3,840.000 CY

0870 619(A)6200

REMOVAL OF STRUCTURES &

OBSTRUCTIONS

1.000 LSUM

0880 619(B)6300

REMOVAL OF HEADWALL

10.000 EA

0890 619(B)6360

REMOVAL OF CONCRETE PAVEMENT

25,528.000 SY

0900 619(B)6376

REMOVAL OF

CONC.PAV.W/ASPH.OVERLAY

70,485.000 SY

0910 619(B)6380

REMOVAL OF CONCRETE DRIVEWAY

11,211.000 SY

0920 619(B)6384

REMOVAL OF ASPHALT DRIVEWAY

3,083.000 SY

0930 619(B)6386

REMOVAL OF GRAVEL DRIVEWAY

1,129.000 SY

0940 619(C)6600

SAWING PAVEMENT

13,195.000 LF

PAGE 8 OF 193PROPOSAL ID : 260149

SHEET 7 OF 17

UNITS DOLLARS CTS DOLLARS CTS

0950 624 3100

(PL) ORNAMENTAL FENCE

913.000 LF

0960 624 3110

(PL) WOOD PRIVACY FENCE

298.000 LF

0970 624(A)3200

FENCE-STYLE WWF

1,004.000 LF

0980 624(C)3400

FENCE-STYLE SWF (4 BARBED WIRE)

600.000 LF

0990 624(C)3405

FENCE-STYLE SWF (5 BARBED WIRE)

1,108.000 LF

1000 624(C)3410

FENCE-STYLE SWF (6 BARBED WIRE)

298.000 LF

1010 624(E)3600

FENCE-STYLE CLF (4'HIGH, CLASS A)

935.000 LF

1020 624(E)3610

FENCE-STYLE CLF (5'HIGH, CLASS A)

1,014.000 LF

1030 624(E)3620

FENCE-STYLE CLF (6'HIGH, CLASS A)

455.000 LF

1040 626(A)5210

REMOVE AND RESET MONUMENT

1.000 EA

1050 629(A)7200

MAILBOX INSTALLATION-SINGLE

10.000 EA

SECTION 0001 SUB TOTAL

SECTION 0002 WATERLINE RELOCATION

1060 230(A)7200

SOLID SLAB SODDING

500.000 SY

1070 501(F)1700

GRANULAR BACKFILL

450.000 CY

1080 616(B)2320

2" POLYVINYL CHLORIDE (PVC) PIPE

522.000 LF

1090 616(B)2332

4" POLYVINYL CHLORIDE (PVC) PIPE

571.000 LF

PAGE 9 OF 193PROPOSAL ID : 260149

SHEET 8 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1100 616(B)2336

6" POLYVINYL CHLORIDE (PVC) PIPE

360.000 LF

1110 616(B)2340

8" POLYVINYL CHLORIDE (PVC) PIPE

1,867.000 LF

1120 616(B)2352

12" POLYVINYL CHLORIDE (PVC) PIPE

8,264.000 LF

1130 616(D)2630

2" GATE VALVE

5.000 EA

1140 616(D)2642

4" GATE VALVE

9.000 EA

1150 616(D)2646

6" GATE VALVE

14.000 EA

1160 616(D)2650

8" GATE VALVE

9.000 EA

1170 616(D)2658

12" GATE VALVE

42.000 EA

1180 616(D)2800

STANDARD VALVE BOX

70.000 EA

1190 616(E)2905

1" CORPORATION STOPS

10.000 EA

1200 616(F)3005

METER INSTALLATION 5/8"

20.000 EA

1210 616(G)3100

FIRE HYDRANTS

9.000 EA

1220 616(I)3364

4" HDPE CASING

290.000 LF

1230 616(I)3369

8" HDPE CASING

418.000 LF

1240 616(I)3371

12" HDPE CASING

115.000 LF

1250 616(I)3376

16" HDPE CASING

623.000 LF

1260 616(I)3379

24" HDPE CASING

728.000 LF

PAGE 10 OF 193PROPOSAL ID : 260149

SHEET 9 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1270 616(O)3901

CONNECT TO EXISTING WATER LINE

24.000 EA

1280 616(P)4101

1" POLYETHYLENE WATER SERVICE

PIPE

200.000 LF

1290 616(P)4156

12" HDPE PIPE

185.000 LF

SECTION 0002 SUB TOTAL

SECTION 0003 SEWERLINE RELOCATION

1300 611(A)7201

SPECIAL MANHOLE

5.000 EA

1310 611(A)7252

PRECAST CONC RND 4' DIA MANHOLE

15.000 EA

1320 612(B)3310

CONNECT TO EXISTING MANHOLE

3.000 EA

1330 615(A)1220

8" POLYVINYL CHLORIDE (PVC) PIPE

2,193.000 LF

1340 615(B)1300

SANITARY SEWER SERVICE

CONNECTION

8.000 EA

1350 616(J)3425

BORE AND JACK 16" CASING

363.000 LF

SECTION 0003 SUB TOTAL

SECTION 0004 BRIDGE "A"

1360 202(A)2210

UNCLASSIFIED EXCAVATION

1,160.000 CY

1370 501(A)1210

STRUCTURAL EXCAVATION

UNCLASSIFIED

230.000 CY

1380 501(G)1800

CLSM BACKFILL

240.000 CY

PAGE 11 OF 193PROPOSAL ID : 260149

SHEET 10 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1390 509(A)0210

CLASS AA CONCRETE

618.800 CY

1400 511(B)2310

EPOXY COATED REINFORCING STEEL

88,860.000 LB

SECTION 0004 SUB TOTAL

SECTION 0005 BRIDGE "B"

1410 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

80.000 CY

1420 501(F)1700

GRANULAR BACKFILL

86.000 CY

1430 509(B)0320

CLASS A CONCRETE

32.400 CY

1440 510(C)1450

SLOPE WALL (5")

404.000 SY

1450 511(A)2210

REINFORCING STEEL

3,800.000 LB

1460 514(A)5210

PILES, FURNISHED (HP 10X42)

371.000 LF

1470 514(B)5310

PILES, DRIVEN (HP 10X42)

371.000 LF

1480 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

1490 542 9100

(PL)INSTALLATION OF BRIDGE ITEMS

1.000 LSUM

1500 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

68.000 LF

1510 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

36.000 LF

1520 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

SECTION 0005 SUB TOTAL

PAGE 12 OF 193PROPOSAL ID : 260149

SHEET 11 OF 17

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0006 TRAFFIC SIGNAL

1530 802(B)0324

2" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

515.000 LF

1540 802(B)0328

3" PVC SCH.40 PLASTIC CONDUIT

BORED

1,050.000 LF

1550 802(B)0332

3" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

180.000 LF

1560 803(A)1210

PULL BOX(SIZE I)

9.000 EA

1570 803(A)1220

PULL BOX(SIZE II)

3.000 EA

1580 804(A)2200

STRUCTURAL CONCRETE

68.750 CY

1590 804(B)2300

REINFORCING STEEL

10,028.800 LB

1600 805(A)3256

(PL)REMOVAL OF TRAFFIC SIGNAL

EQUIPMENT

1.000 LSUM

1610 806(A)4244

32'MH POLE,30'TS & 10'LMA(G.STL.)

1.000 EA

1620 806(A)4248

32'MH POLE 35'TS & 10'LMA(G.STL.)

2.000 EA

1630 806(A)4252

32'MH POLE 40'TS & 10'LMA(G.STL.)

1.000 EA

1640 806(A)4256

32'MH POLE 45'TS & 10'LMA(G.STL.)

3.000 EA

1650 806(A)4260

32'MH POLE 50'TS & 10'LMA(G.STL.)

1.000 EA

1660 806(A)4264

32'MH POLE,55'TS & 10'LMA(G.STL.)

1.000 EA

1670 806(A)4316

POLE & 30' TS MST.ARM(G.STL.)

3.000 EA

PAGE 13 OF 193PROPOSAL ID : 260149

SHEET 12 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1680 806(B)4408

10' MTG.HT.TS PED.POLE(G.STL.)

5.000 EA

1690 809(A)7200

ROADWAY LUMINAIRE

9.000 EA

1700 810(A)8200

SERVICE POLE

3.000 EA

1710 811 9120

1/C NO.6 ELECT.COND.

600.000 LF

1720 811 9130

1/C NO.10 ELECT.COND.

6,175.000 LF

1730 825 8100

TRAFFIC SIGNAL CONTROLLER

ASSEMBLY

3.000 EA

1740 825(B)8310

(SP) INTERSECTION INTEGRATION

SYSTEM - NON-BIDDABLE

3.000 EA $ 10,000.00 $ 30,000.00

1750 825(B)8320

(SP) INTERSECTION INTEGRATION

SYSTEM SERVICE - NON-BIDDABLE

3.000 EA $ 3,600.00 $ 10,800.00

1760 828 0100

(PL)DETECTION SYSTEM (VIDEO)

1.000 LSUM

1770 828 0110

(PL)DETECTION SYSTEM (RADAR)

1.000 LSUM

1780 830 2100

PEDESTRIAN PUSH BUTTON

10.000 EA

1790 831 3116

1WAY2SEC.ADJ.PED.SIG.HD.S-20

10.000 EA

1800 831 3120

1WAY3SEC.ADJ.SIG.HD.S-6

26.000 EA

1810 831 3124

1WAY3SEC.ADJ.SIG.HD.S-9

2.000 EA

1820 831 3128

1WAY3SEC.ADJ.SIG.HD.S-10

1.000 EA

1830 831 3144

1WAY4SEC.ADJ.SIG.HD.S-13

10.000 EA

PAGE 14 OF 193PROPOSAL ID : 260149

SHEET 13 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1840 833 5100

BACKPLATE

39.000 EA

1850 834(A)6205

5/C TRAFFIC SIGNAL ELECTRICAL

CABLE

3,685.000 LF

1860 834(A)6210

7/C TRAFFIC SIGNAL ELECTRICAL

CABLE

710.000 LF

1870 834(A)6235

21/C TRAFFIC SIGNAL ELECTRICAL

CABLE

2,484.000 LF

1880 834(B)6300

2/C SHIELDED LOOP DETECTOR LEAD-

IN CABLE

110.000 LF

1890 840(B)0300

E.P.S. OPTICAL DETECTOR

12.000 EA

1900 840(C)0400

E.P.S. OPTICAL DETECTOR CABLE

3,405.000 LF

1910 840(D)0510

E.P.S. 4 CHANNEL PHASE SELECTOR

3.000 EA

1920 850(C)1400

MAST ARM MOUNTED SIGNS(ALUM.)

235.000 SF

SECTION 0006 SUB TOTAL

SECTION 0007 TRAFFIC SIGNING AND STRIPING

1930 804(A)2200

STRUCTURAL CONCRETE

1.200 CY

1940 804(B)2300

REINFORCING STEEL

168.000 LB

1950 805(D)3528

(PL)REMOVE & RESET EXISTING SIGNS

5.000 EA

1960 850(A)1200

SHEET ALUMINUM SIGNS

740.150 SF

1970 851(B)2325

4"@10.79 GALV.STL.PIPE POST

80.000 LF

PAGE 15 OF 193PROPOSAL ID : 260149

SHEET 14 OF 17

UNITS DOLLARS CTS DOLLARS CTS

1980 851(C)2415

2" SQUARE TUBE POST

1,364.000 LF

1990 856(A)8203

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(4" WIDE)

8,464.000 LF

2000 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

56,022.000 LF

2010 856(A)8211

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(8" WIDE)

855.000 LF

2020 856(A)8215

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(12" WIDE)

660.000 LF

2030 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

1,550.000 LF

2040 856(B)8307

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(ARROWS)

81.000 EA

2050 856(B)8311

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(SYMBOLS)

2.000 EA

2060 857(F)9700

PAVEMENT

MRKNG.REMOVAL(TRAF.STRP)

10,000.000 LF

SECTION 0007 SUB TOTAL

SECTION 0008 TRAFFIC LIGHTING

2070 802(B)0320

2" PVC SCH.40 PLASTIC CONDUIT

BORED

4,655.000 LF

2080 802(B)0324

2" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

5,845.000 LF

2090 803(A)1210

PULL BOX(SIZE I)

56.000 EA

PAGE 16 OF 193PROPOSAL ID : 260149

SHEET 15 OF 17

UNITS DOLLARS CTS DOLLARS CTS

2100 804(A)2200

STRUCTURAL CONCRETE

82.000 CY

2110 804(B)2300

REINFORCING STEEL

14,200.000 LB

2120 805(A)3228

(PL)REMOVAL OF LIGHT POLE

50.000 EA

2130 806(C)4512

40' MTG & 10' HLMA(G.STL.)

40.000 EA

2140 806(C)4524

40' MHP & TWIN H.L.MST.ARM(G.STL.)

10.000 EA

2150 807 5120

BREAKAWAY BASE (DES. B)

12.000 EA

2160 809(A)7200

ROADWAY LUMINAIRE

60.000 EA

2170 810(A)8200

SERVICE POLE

1.000 EA

2180 811 9115

1/C NO.4 ELECT.COND.

34,254.000 LF

2190 811 9160

2/C NO.12 ELECT.COND.

3,000.000 LF

SECTION 0008 SUB TOTAL

SECTION 0009 TRAFFIC CONTROL

2200 857(A)9200

CONSTRUCTION TRAFFIC

STR.(PAINT)(4" WIDE)

190,000.000 LF

2210 857(C)9400

REMOVABLE PAVEMENT MARKING

TAPE(4" WIDE)

321,540.000 LF

2220 857(C)9420

REMOVABLE PAVEMENT MARKING

TAPE(ARROWS)

50.000 EA

2230 857(E)9620

(PL)CONST.ZONE PAV.MKRS(FLEX

TAB)TYP.2-1

35,000.000 EA

PAGE 17 OF 193PROPOSAL ID : 260149

SHEET 16 OF 17

UNITS DOLLARS CTS DOLLARS CTS

2240 857(F)9700

PAVEMENT

MRKNG.REMOVAL(TRAF.STRP)

80,400.000 LF

2250 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

207,132.000 SD

2260 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

35,332.000 SD

2270 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

10,697.000 SD

2280 880(B)6325

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

66.000 EA

2290 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

19,460.000 SD

2300 880(D)6500

VERTICAL PANELS

33,750.000 SD

2310 880(E)6607

WARNING LIGHTS(TYPE B)

116,362.000 SD

2320 880(E)6610

WARNING LIGHTS(TYPE C)

54,297.000 SD

2330 880(F)6700

DRUMS

54,297.000 SD

2340 880(G)6800

TUBE CHANNELIZERS

66,070.000 SD

2350 880(G)6805

CHANNELIZER CONES

25,616.000 SD

2360 880(N)7500

(SP) TEMP. TRAFF. SIGNAL SPAN WIRE

EQUIP

1.000 LSUM

2370 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

5,400.000 SD

SECTION 0009 SUB TOTAL

SECTION 0010 STAKING

PAGE 18 OF 193PROPOSAL ID : 260149

SHEET 17 OF 17

UNITS DOLLARS CTS DOLLARS CTS

2380 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0010 SUB TOTAL

SECTION 0011 CONSTRUCTION

2390 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

2400 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0011 SUB TOTAL

SECTION 0012 SPECIAL SIGNS (NON-PARTICIPATING)

2410 850(D)1510

SPECIAL SIGNS

16.000 EA

SECTION 0012 SUB TOTAL

TOTAL

PAGE 19 OF 193PROPOSAL ID : 260149

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) : NHPP-013N(237)FP, 27108(04)

MUSKOGEE COUNTY

SHEET 1 OF 2

PROPOSAL DOCUMENTS

OK20260019 WAGE DECISION

PROPOSAL PROVISIONS

102-013(a-b)19 BIDDING PROCEDURES 103-003(a)19 SUBCONTRACTS 104-004(a-b)19 UTILITY PROPERTY AND SERVICES 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 108-182(a)19 SUBLETTING OF CONTRACT (70%) 108-420(a-b)19 INTERNAL MILESTONE 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 414-017(a)19 LONGITUDINAL FINISH

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

PAVEMENT

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

656-005(a-b)19 ARTIFICIAL LIGHTING FOR AMERICAN BURYING BEETLE (ABB)

COMPLIANCE

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

PAVEMENT

703-001(a-b)19 RECYCLED CONCRETE AGGREGATE 711-003(a-h)19 TRAFFIC STRIPE 712-001(a-b)19 WOVEN GEOSYNTHETIC REINFORCEMENT FABRIC FOR PAVEMENT 825-002(a-b)19 INTERSECTION INTEGRATION SYSTEM 856-003(a-j)19 TRAFFIC STRIPE (PLURAL-COMPONENT) 880-007(a)19 TEMPORARY TRAFFIC SIGNAL SPAN WIRE EQUIPMENT

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

PAGE 20 OF 193PROPOSAL ID : 260149

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) : NHPP-013N(237)FP, 27108(04)

MUSKOGEE COUNTY

SHEET 2 OF 2

PROPOSAL PROVISIONS

FHWA1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION

CONTRACTS

PAGE 21 OF 193PROPOSAL ID : 260149

"General Decision Number: OK20260019 01/02/2026

Superseded General Decision Number: OK20250019

State: Oklahoma

Construction Type: Highway

Counties: Adair, Cherokee, Craig, Delaware, Mayes, McIntosh, Muskogee, Nowata, Okfuskee, Ottawa and Washington 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

SUOK2011‐006 04/18/2011

Rates Fringes

CARPENTER (Excludes Form Work and Form Setting) Adair County................$ 13.70 Cherokee County.............$ 14.00 Delaware County.............$ 13.69 Muskogee County.............$ 13.48 Remaining Counties..........$ 13.94

CEMENT MASON/CONCRETE FINISHER

Delaware County.............$ 13.27 Muskogee County.............$ 14.24 Ottawa County...............$ 14.72 1.35 Remaining Counties..........$ 13.70

FORM WORKER/FORM SETTER

(Including Curb Line Setting)....$ 12.30

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

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

LABORER

PAGE 22 OF 193PROPOSAL ID : 260149

Air/Power Tool Operator (Includes Handheld Concrete Saws and Chipping Guns).......................$ 12.79 Asphalt Raker and Shoveler..$ 12.41 Common or General Adair County...............$ 11.96 Cherokee County............$ 11.12 Delaware County............$ 11.16 Mayes County...............$ 10.07 Muskogee County............$ 10.68 Okfuskee County............$ 10.55 Remaining Counties.........$ 10.64 Pipelayer...................$ 11.13 Traffic Control (Includes Flagger, Setting Up and Moving Cones/Barrels).......$ 10.28 Vibrating Plate.............$ 12.70

POWER EQUIPMENT OPERATOR:

Asphalt Paver Screed........$ 14.77 Asphalt Paving Machine......$ 14.84 Asphalt Plant...............$ 14.70 Backhoe/Trackhoe Muskogee County............$ 14.99 Remaining Counties.........$ 16.13 Bobcat/Skid Loader..........$ 12.56 Broom.......................$ 11.02 Bulldozer Muskogee County............$ 14.33 Remaining Counties.........$ 14.61 Concrete Paving Machine.....$ 14.42 Concrete Saw................$ 14.65 Crane.......................$ 18.63 Distributor Truck...........$ 13.34 Excavator...................$ 14.75 Grader/Blade................$ 16.47 Loader (Front End) Muskogee County............$ 13.83 Remaining Counties.........$ 13.66 Mechanic Muskogee County............$ 18.96 Remaining Counties.........$ 18.77 Milling Machine.............$ 14.87 Mixer.......................$ 14.56 Oiler Muskogee County............$ 13.38 Remaining Counties.........$ 14.59 Roller (Asphalt) Adair County...............$ 13.12

PAGE 23 OF 193PROPOSAL ID : 260149

Muskogee County............$ 12.58 Remaining Counties.........$ 13.48 Roller (Dirt Compaction)....$ 12.44 Rotomill....................$ 17.33 Scraper.....................$ 14.13 Striping Machine............$ 11.54 Tractor/Box Blade...........$ 12.83 Transfer Material Machine...$ 12.38 0.75 Trencher....................$ 14.66

TRUCK DRIVER

Concrete Truck..............$ 14.22 Dump Truck Muskogee County............$ 13.93 Remaining Counties.........$ 13.91 Flatbed Truck...............$ 16.18 Lowboy/Float................$ 15.20 0.69 Off the Road Truck..........$ 13.64 Single Axle Truck (Includes Pilot Car)........$ 13.15 Straight Truck..............$ 15.92 Tandem Axle/Semi Trailer Delaware County............$ 15.15 Mayes County...............$ 16.93 Muskogee County............$ 16.14 Remaining Counties.........$ 15.75 Water Truck.................$ 13.44

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

PAGE 24 OF 193PROPOSAL ID : 260149

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 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.

PAGE 25 OF 193PROPOSAL ID : 260149

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 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

PAGE 26 OF 193PROPOSAL ID : 260149

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

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).

PAGE 27 OF 193PROPOSAL ID : 260149

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.

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 28 OF 193PROPOSAL ID : 260149

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 29 OF 193PROPOSAL ID : 260149

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 30 OF 193PROPOSAL ID : 260149

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 31 OF 193PROPOSAL ID : 260149

104-4(a-b)19 5-1-26

OKLAHOMA DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

UTILITY PROPERTY AND SERVICES

NHPP-013N(237)FP, JP NO. 27108(04), MUSKOGEE COUNTY

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

(Add the following:)

104.19 UTILITY RELOCATION INFORMATION

Utility facilities will be removed, relocated, adjusted and/or abandoned in place in accordance with separate agreements between the Oklahoma Department of Transportation and the respective utility owners at the herein designated locations.

The contractor is forewarned that a portion of such work will be under way concurrently with the contractor's work under this contract.

The following utility forces will be working within the construction limits covered by this contract.

1. OWNER: ONG Gas

UTILITY INVOLVED AND LOCATION: There is a parallel gas line on the left side of the present roadway with several crossings.

PROPOSED REARRANGEMENTS: The left parallel gas line will be relocated 5’ inside the left proposed right-of-way line beginning at approximately Sta. 658+00. The crossings will be placed in the same general locations at a depth or to clear construction.

REMARKS: Based on available information at this time, it is anticipated that relocations can be completed by June 1, 2026.

2. OWNER: Cox/UPN

UTILITY INVOLVED AND LOCATION: There are parallel ariel and underground communications lines on the right and left side of the present roadway for the extents of the project with several crossings.

PROPOSED REARRANGEMENTS: The left parallel communications line will be relocated underground 5’ inside the left proposed right-of-way line beginning at approximately Sta. 661+00. The crossings will be placed in the same general locations at a depth or height to clear construction.

REMARKS: Based on available information at this time, it is anticipated that relocations can be completed by June 30,2026.

PAGE 32 OF 193PROPOSAL ID : 260149

104-4(b-b)19 5-1-26

3. OWNER: AT&T/ SBC

UTILITY INVOLVED AND LOCATION: There is a parallel underground line on the right side of the present roadway for the extents of the project with several crossings.

PROPOSED REARRANGEMENTS: The right parallel fiber optic line will be relocated underground 10’ inside the right proposed right-of-way line beginning at approximately Sta.

587+00. The crossings will be placed in the same general locations at a depth or height to clear construction.

REMARKS: Based on available information at this time, it is anticipated that relocations can be completed by May 29, 2026.

4. OWNER: Dobson

UTILITY INVOLVED AND LOCATION: There is a parallel ariel communications line on the left side of the present roadway with two crossings.

PROPOSED REARRANGEMENTS: The left parallel communications line will be relocated to OG&E poles inside the left proposed right-of-way line beginning at approximately Sta. 646+50. The crossings will be placed in the same general locations at a depth or height to clear construction.

REMARKS: Based on available information at this time, it is anticipated that relocations can be completed by June 15, 2026.

PAGE 33 OF 193PROPOSAL ID : 260149

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

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• 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.

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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…