CO710_26050701_JP3387104_SampleProposalRevised.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 260124

CALL ORDER 710

TO BE LET ON

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

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

BRYAN COUNTY

FEDERAL AID PROJECT

BRIDGE AND APPROACHES

US-69: OVER ARKANSAS STREET, KIAMICHI RAILROAD,

AND MAIN STREET, 1.8 MILES NORTH OF THE US-70 INTERCHANGE IN THE CITY OF

DURANT.

PROJECT LENGTH = 0.988 MILES

NHPP-013N(249)PM, 33871(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 500 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON WEDNESDAY, APRIL 29, 2026 AT 10:18 AM.

CREATED: 4/29/2026 10:18 AM

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

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

SHEET 1 OF 1

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

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

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

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

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

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

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

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

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

Description of work and location of project: Call Order: 710 NHPP-013N(249)PM US-69 BRYAN JP No.33871(04)

BRIDGE AND APPROACHES

US-69: OVER ARKANSAS STREET, KIAMICHI RAILROAD,

AND MAIN STREET, 1.8 MILES NORTH OF THE US-70 INTERCHANGE IN THE CITY OF

DURANT.

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

PAGE 1 OF 211PROPOSAL ID : 260124

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 500 CALENDAR DAYS

SUMMARY OF TIME BID

ID TITLE / DESCRIPTION MAX TIME

ALLOWED

INCENTIVE

RATE

DISINCENTIVE

RATE

MAX. INC.

TIME LS PAYMENT

01 TIME 'B' BID 450 Days $ 20,000.00 $ 20,000.00 50 Days NONE

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 211PROPOSAL ID : 260124

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

SHEET 1 OF 16

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

14,922.000 CY

0030 202(D)2500

UNCLASSIFIED BORROW

1,000.000 CY

0040 205(A)6200

TYPE A-SALVAGED TOPSOIL

1.000 LSUM

0050 221(B)2300

TEMPORARY SILT FENCE

4,760.000 LF

0060 221(C)2400

TEMPORARY SEDIMENT FILTER

1.000 EA

0070 221(E)2600

TEMPORARY SILT DIKE

112.000 LF

0080 230(A)7200

SOLID SLAB SODDING

32,676.000 SY

0090 233(A)0200

VEGETATIVE MULCHING

7.000 AC

0100 241 3100

MOWING

14.000 AC

0110 242 4101

STABILIZED CONSTRUCTION EXIT

2.000 EA

0120 303(A)1200

AGGREGATE BASE TYPE A

10,812.000 CY

0130 326(C)1100

(SP) WOVEN GEOSYNTHETIC

REINFORCEMENT FABRIC

33,026.000 SY

0140 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

5,614.000 TON

0150 407(B)7300

TACK COAT

1,654.000 GAL

0160 408 8100

PRIME COAT

6,079.000 GAL

PAGE 3 OF 211PROPOSAL ID : 260124

SHEET 2 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0170 411(B)1330

SUPERPAVE, TYPE S3(PG 64-22 OK)

4,952.000 TON

0180 411(C)1430

SUPERPAVE, TYPE S4(PG 64-22 OK)

84.000 TON

0190 414(A)5200

P.C.CONCRETE

PAVEMENT(PLACEMENT)

8,678.000 SY

0200 414(B)5300

DOWEL JOINTED

P.C.C.PAVT.(PLACEMENT)

23,728.000 SY

0210 414(G)5800

P.C. CONCRETE FOR PAVEMENT

9,261.000 CY

0220 501(A)1200

STRUCTURAL EXCAVATION

UNCLASSIFIED

16.000 CY

0230 509(A)0200

CLASS AA CONCRETE

17.700 CY

0240 509(D)0500

CLASS C CONCRETE

10.000 CY

0250 511(A)2200

REINFORCING STEEL

2,930.000 LB

0260 609(A)4270

CONC.CURB(8" BARRIER-INTEGRAL)

2,217.000 LF

0270 610(C)5400

4" CONCRETE DIVIDING STRIP

7,261.000 SY

0280 611(G)0354

INLET (SMD-TYPE 2)

2.000 EA

0290 611(G)0362

INLET (SMD-TYPE 2B)

1.000 EA

0300 611(G)7754

INLET CI DES. 2 (STD)

1.000 EA

0310 611(H)0400

ADDITIONAL DEPTH IN INLET

8.020 VF

0320 613(A)5208

18" R.C.PIPE CLASS III

90.000 LF

PAGE 4 OF 211PROPOSAL ID : 260124

SHEET 3 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0330 613(A)5216

24" R.C.PIPE CLASS III

132.000 LF

0340 613(B)5508

18" CORR. GALV. STEEL PIPE

100.000 LF

0350 613(L)6708

18" PREFAB. CULVERT END SEC.,

ROUND

1.000 EA

0360 613(L)6716

24" PREFAB. CULVERT END SEC.,

ROUND

2.000 EA

0370 619(A)6200

REMOVAL OF STRUCTURES &

OBSTRUCTIONS

1.000 LSUM

0380 619(B)6360

REMOVAL OF CONCRETE PAVEMENT

10,244.680 SY

0390 619(B)6364

REMOVAL OF ASPHALT PAVEMENT

4,335.000 SY

0400 619(B)6376

REMOVAL OF

CONC.PAV.W/ASPH.OVERLAY

10,943.000 SY

0410 619(B)6396

REMOVAL OF GUARDRAIL

1,696.000 LF

0420 619(B)6400

REMOVAL OF CURB

4,074.000 LF

0430 619(B)6460

REMOVAL OF 4" CONCRETE DIVIDING

STRIP

609.000 SY

0440 619(C)6600

SAWING PAVEMENT

748.000 LF

0450 623 1100

(PL)GUARDRAIL CURBING

8.000 EA

0460 623(A)1200

BEAM GUARDRAIL W-BEAM SINGLE

1,687.500 LF

0470 623(F)1764

GUARDRAIL TRAIL END TURNDOWN

(31")

2.000 EA

PAGE 5 OF 211PROPOSAL ID : 260124

SHEET 4 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0480 623(G)1820

GUARDRAIL END TREATMENT (31")

6.000 EA

0490 623(I)2050

GUARDRAIL BRIDGE CONN-THRIE

BEAM (31")

8.000 EA

0500 624(E)3625

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

720.000 LF

SECTION 0001 SUB TOTAL

SECTION 0002 BRIDGE A - NBI NO. 33199

0510 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

180.000 CY

0520 501(G)1800

CLSM BACKFILL

180.000 CY

0530 504(A)5200

APPROACH SLAB

307.800 SY

0540 504(B)5300

SAW-CUT GROOVING

1,194.400 SY

0550 504(E)5520

42" F-SHAPED PARAPET

861.000 LF

0560 506(A)7200

STRUCTURAL STEEL

210,110.000 LB

0570 507(A)8200

STAINLESS STEEL FIXED BEARING

ASSEMBLY

5.000 EA

0580 507(B)8300

STAINLESS STEEL EXP. BEARING

ASSEMBLY

20.000 EA

0590 509(A)0210

CLASS AA CONCRETE

261.600 CY

0600 509(B)0320

CLASS A CONCRETE

204.700 CY

0610 509(D)0510

CLASS C CONCRETE

5.000 CY

PAGE 6 OF 211PROPOSAL ID : 260124

SHEET 5 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0620 510(C)1450

SLOPE WALL (5")

1,157.000 SY

0630 511(A)2210

REINFORCING STEEL

1,420.000 LB

0640 511(B)2310

EPOXY COATED REINFORCING STEEL

135,280.000 LB

0650 513(B)4300

CLASS B BRIDGE DECK REPAIR

210.000 SY

0660 513(C)4400

CLASS C BRIDGE DECK REPAIR

40.000 SY

0670 514(A)5210

PILES, FURNISHED (HP 10X42)

166.000 LF

0680 514(A)5220

PILES, FURNISHED (HP 12X53)

543.000 LF

0690 514(B)5310

PILES, DRIVEN (HP 10X42)

166.000 LF

0700 514(B)5320

PILES, DRIVEN (HP 12X53)

543.000 LF

0710 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

0720 515(A)7200

WATER REPELLENT (VISUALLY

INSPECTED)

628.000 SY

0730 516(A)8240

DRILLED SHAFTS 60" DIAMETER

180.000 LF

0740 516(C)8400

CROSSHOLE SONIC LOGGING

1.000 EA

0750 517 9110

ELASTOMERIC COATING

1,092.000 SF

0760 518(B)0300

SEALED EXPANSION JOINTS

79.500 LF

0770 523(A)3200

SEALER CRACK PREPARATION

251.000 LF

0780 523(B)3300

SEALER RESIN

2.800 GAL

PAGE 7 OF 211PROPOSAL ID : 260124

SHEET 6 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0790 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

216.000 LF

0800 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

221.000 LF

0810 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

0820 624(E)3610

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

206.000 LF

SECTION 0002 SUB TOTAL

SECTION 0003 BRIDGE B - NBI NO. 33200

0830 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

230.000 CY

0840 501(G)1800

CLSM BACKFILL

320.000 CY

0850 504(A)5200

APPROACH SLAB

413.400 SY

0860 504(B)5300

SAW-CUT GROOVING

1,585.400 SY

0870 504(E)5520

42" F-SHAPED PARAPET

631.400 LF

0880 506(A)7200

STRUCTURAL STEEL

452,150.000 LB

0890 507(A)8200

STAINLESS STEEL FIXED BEARING

ASSEMBLY

12.000 EA

0900 507(B)8300

STAINLESS STEEL EXP. BEARING

ASSEMBLY

12.000 EA

0910 509(A)0210

CLASS AA CONCRETE

333.000 CY

0920 509(B)0320

CLASS A CONCRETE

188.700 CY

PAGE 8 OF 211PROPOSAL ID : 260124

SHEET 7 OF 16

UNITS DOLLARS CTS DOLLARS CTS

0930 509(D)0510

CLASS C CONCRETE

4.900 CY

0940 510(C)1450

SLOPE WALL (5")

1,231.000 SY

0950 511(A)2210

REINFORCING STEEL

580.000 LB

0960 511(B)2310

EPOXY COATED REINFORCING STEEL

140,160.000 LB

0970 513(B)4300

CLASS B BRIDGE DECK REPAIR

215.000 SY

0980 513(C)4400

CLASS C BRIDGE DECK REPAIR

45.000 SY

0990 514(A)5210

PILES, FURNISHED (HP 10X42)

190.000 LF

1000 514(A)5220

PILES, FURNISHED (HP 12X53)

968.000 LF

1010 514(B)5310

PILES, DRIVEN (HP 10X42)

190.000 LF

1020 514(B)5320

PILES, DRIVEN (HP 12X53)

968.000 LF

1030 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

1040 515(A)7200

WATER REPELLENT (VISUALLY

INSPECTED)

435.000 SY

1050 516(A)8240

DRILLED SHAFTS 60" DIAMETER

96.000 LF

1060 516(C)8400

CROSSHOLE SONIC LOGGING

1.000 EA

1070 517 9110

ELASTOMERIC COATING

1,017.000 SF

1080 518(B)0300

SEALED EXPANSION JOINTS

52.000 LF

1090 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

262.000 LF

PAGE 9 OF 211PROPOSAL ID : 260124

SHEET 8 OF 16

UNITS DOLLARS CTS DOLLARS CTS

1100 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

241.000 LF

1110 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

SECTION 0003 SUB TOTAL

SECTION 0004 BRIDGE C - NBI NO. 33201

1120 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

220.000 CY

1130 501(G)1800

CLSM BACKFILL

263.000 CY

1140 504(A)5200

APPROACH SLAB

412.200 SY

1150 504(B)5300

SAW-CUT GROOVING

1,601.000 SY

1160 504(E)5520

42" F-SHAPED PARAPET

862.400 LF

1170 506(A)7200

STRUCTURAL STEEL

292,950.000 LB

1180 507(A)8200

STAINLESS STEEL FIXED BEARING

ASSEMBLY

7.000 EA

1190 507(B)8300

STAINLESS STEEL EXP. BEARING

ASSEMBLY

28.000 EA

1200 509(A)0210

CLASS AA CONCRETE

339.000 CY

1210 509(B)0320

CLASS A CONCRETE

275.400 CY

1220 509(D)0510

CLASS C CONCRETE

11.000 CY

1230 510(C)1450

SLOPE WALL (5")

1,334.000 SY

PAGE 10 OF 211PROPOSAL ID : 260124

SHEET 9 OF 16

UNITS DOLLARS CTS DOLLARS CTS

1240 511(A)2210

REINFORCING STEEL

2,020.000 LB

1250 511(B)2310

EPOXY COATED REINFORCING STEEL

162,740.000 LB

1260 514(A)5210

PILES, FURNISHED (HP 10X42)

194.000 LF

1270 514(A)5220

PILES, FURNISHED (HP 12X53)

819.000 LF

1280 514(B)5310

PILES, DRIVEN (HP 10X42)

194.000 LF

1290 514(B)5320

PILES, DRIVEN (HP 12X53)

819.000 LF

1300 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

1310 515(A)7200

WATER REPELLENT (VISUALLY

INSPECTED)

740.000 SY

1320 516(A)8240

DRILLED SHAFTS 60" DIAMETER

297.000 LF

1330 516(C)8400

CROSSHOLE SONIC LOGGING

2.000 EA

1340 517 9110

ELASTOMERIC COATING

1,734.000 SF

1350 518(B)0300

SEALED EXPANSION JOINTS

104.000 LF

1360 523(A)3200

SEALER CRACK PREPARATION

324.000 LF

1370 523(B)3300

SEALER RESIN

3.600 GAL

1380 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

258.000 LF

1390 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

189.000 LF

PAGE 11 OF 211PROPOSAL ID : 260124

SHEET 10 OF 16

UNITS DOLLARS CTS DOLLARS CTS

1400 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

1410 624(E)3610

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

206.000 LF

SECTION 0004 SUB TOTAL

SECTION 0005 BRIDGE D - NBI NO. 33202

1420 501(B)1300

SUBSTRUCTURE EXCAVATION

COMMON

235.000 CY

1430 501(G)1800

CLSM BACKFILL

314.000 CY

1440 504(A)5200

APPROACH SLAB

413.400 SY

1450 504(B)5300

SAW-CUT GROOVING

1,585.400 SY

1460 504(E)5520

42" F-SHAPED PARAPET

631.400 LF

1470 506(A)7200

STRUCTURAL STEEL

452,150.000 LB

1480 507(A)8200

STAINLESS STEEL FIXED BEARING

ASSEMBLY

12.000 EA

1490 507(B)8300

STAINLESS STEEL EXP. BEARING

ASSEMBLY

12.000 EA

1500 509(A)0210

CLASS AA CONCRETE

333.000 CY

1510 509(B)0320

CLASS A CONCRETE

185.500 CY

1520 509(D)0510

CLASS C CONCRETE

5.000 CY

1530 510(C)1450

SLOPE WALL (5")

1,243.000 SY

PAGE 12 OF 211PROPOSAL ID : 260124

SHEET 11 OF 16

UNITS DOLLARS CTS DOLLARS CTS

1540 511(A)2210

REINFORCING STEEL

580.000 LB

1550 511(B)2310

EPOXY COATED REINFORCING STEEL

139,130.000 LB

1560 514(A)5210

PILES, FURNISHED (HP 10X42)

176.000 LF

1570 514(A)5220

PILES, FURNISHED (HP 12X53)

875.000 LF

1580 514(B)5310

PILES, DRIVEN (HP 10X42)

176.000 LF

1590 514(B)5320

PILES, DRIVEN (HP 12X53)

875.000 LF

1600 514(L)6300

PILE SPLICE, H-PILE (NON-BIDDABLE)

1.000 EA $ 500.00 $ 500.00

1610 515(A)7200

WATER REPELLENT (VISUALLY

INSPECTED)

433.000 SY

1620 516(A)8240

DRILLED SHAFTS 60" DIAMETER

81.000 LF

1630 516(C)8400

CROSSHOLE SONIC LOGGING

1.000 EA

1640 517 9110

ELASTOMERIC COATING

990.000 SF

1650 518(B)0300

SEALED EXPANSION JOINTS

52.000 LF

1660 613(H)6205

6" PERFORATED PIPE UNDERDRAIN

ROUND

258.000 LF

1670 613(I)6310

6" NON-PERF.PIPE UNDERDRAIN RND.

144.000 LF

1680 619(D)6700

REMOVAL OF EXISTING BRIDGE

STRUCTURE

1.000 LSUM

SECTION 0005 SUB TOTAL

PAGE 13 OF 211PROPOSAL ID : 260124

SHEET 12 OF 16

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0006 TRAFFIC SIGNING AND STRIPING

1690 804(A)2200

STRUCTURAL CONCRETE

3.680 CY

1700 804(B)2300

REINFORCING STEEL

648.000 LB

1710 805(A)3252

(PL)REMOVAL OF EXISTING SIGNS

26.000 EA

1720 805(D)3528

(PL)REMOVE & RESET EXISTING SIGNS

5.000 EA

1730 850(A)1200

SHEET ALUMINUM SIGNS

498.000 SF

1740 850(B)1310

EXTRUDED ALUMINUM PANEL SIGNS

174.000 SF

1750 851(A)2200

4"@13 GALV.STL.WD.FLANGE BM.POST

83.500 LF

1760 851(A)2210

6"@20 GALV.STL.WD.FLANGE BM.POST

35.500 LF

1770 851(C)2420

2 1/4" SQUARE TUBE POST

253.500 LF

1780 851(C)2430

2 1/2" SQUARE TUBE POST

13.000 LF

1790 853 5130

DELINEATORS(TYPE 1, CODE 1,

FLEXIBLE)

8.000 EA

1800 853 5170

GUARDRAIL DELINEATORS(TYPE 1,

CODE 1)

50.000 EA

1810 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

28,245.000 LF

1820 856(A)8215

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(12" WIDE)

490.000 LF

1830 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

45.000 LF

PAGE 14 OF 211PROPOSAL ID : 260124

SHEET 13 OF 16

UNITS DOLLARS CTS DOLLARS CTS

1840 856(B)8307

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(ARROWS)

3.000 EA

SECTION 0006 SUB TOTAL

SECTION 0007 CABLE BARRIER

1850 509(A)0200

CLASS AA CONCRETE

20.000 CY

1860 619(B)6432

REMOVAL OF CABLE BARRIER

3,212.000 LF

1870 628 7100

INSTALLATION OF CABLE BARRIER

SYSTEM

3,212.000 LF

1880 628(C)7400

END ANCHORS

4.000 EA

SECTION 0007 SUB TOTAL

SECTION 0008 TRAFFIC LIGHTING AND SIGNALS

1890 802(B)0324

2" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

1,463.000 LF

1900 803(A)1210

PULL BOX(SIZE I)

13.000 EA

1910 804(A)2200

STRUCTURAL CONCRETE

19.680 CY

1920 804(B)2300

REINFORCING STEEL

3,408.000 LB

1930 805(D)3500

(PL)REMOVE & RESET

TRAF.SIG.EQUIPMENT

1.000 LSUM

1940 805(D)3504

(PL)REMOVE & RESET LIGHT POLE

12.000 EA

SECTION 0008 SUB TOTAL

PAGE 15 OF 211PROPOSAL ID : 260124

SHEET 14 OF 16

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0009 TRAFFIC CONTROL

1950 104 3250

(SP) RAILROAD FLAGGING(NON-

BIDDABLE)

150.000 DAY $ 1,400.00 $ 210,000.00

1960 823 6100

(SP)PORTABLE TRAFFIC SIGNAL

SYSTEM

30.000 SD

1970 857(A)9200

CONSTRUCTION TRAFFIC

STR.(PAINT)(4" WIDE)

41,400.000 LF

1980 857(C)9400

REMOVABLE PAVEMENT MARKING

TAPE(4" WIDE)

15,000.000 LF

1990 857(F)9700

PAVEMENT

MRKNG.REMOVAL(TRAF.STRP)

56,715.000 LF

2000 871(B)2300

CONST.ZONE IMPACT ATTEN.

80.000 SD

2010 877(B)4300

DELIVER PORTABLE LONGITUDINAL

BARRIER

5,162.500 LF

2020 877(C)4400

RELOCATION OF PORT. LONGITUDINAL

BARRIER

4,375.000 LF

2030 880(A)6220

ARROW DISPLAY(TYPE C)

1,000.000 SD

2040 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

24,746.000 SD

2050 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

22,750.000 SD

2060 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

16,194.000 SD

2070 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

12,620.000 SD

2080 880(E)6607

WARNING LIGHTS(TYPE B)

37,414.000 SD

PAGE 16 OF 211PROPOSAL ID : 260124

SHEET 15 OF 16

UNITS DOLLARS CTS DOLLARS CTS

2090 880(F)6700

DRUMS

71,750.000 SD

2100 880(G)6805

CHANNELIZER CONES

10,940.000 SD

2110 880(L)7310

(SP) TRAFFIC SURVEILLANCE, OHP

(NON-BID)

2,500.000 HOUR $ 77.00 $ 192,500.00

2120 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

1,548.000 SD

SECTION 0009 SUB TOTAL

SECTION 0010 STAKING

2130 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0010 SUB TOTAL

SECTION 0011 CONSTRUCTION

2140 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

2150 640(A)1210

FIELD OFFICE

1.000 EA

2160 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0011 SUB TOTAL

ITEM

TOTAL

TIME BID

01 TIME 'B' BID (450 Days) $ 20,000.00

TIME TOTAL

PAGE 17 OF 211PROPOSAL ID : 260124

SHEET 16 OF 16

UNITS DOLLARS CTS DOLLARS CTS

TOTAL

PAGE 18 OF 211PROPOSAL ID : 260124

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(249)PM, 33871(04)

BRYAN COUNTY

SHEET 1 OF 2

PROPOSAL DOCUMENTS

ATTACHMENT A - SPECIFICATIONS FOR GPS SURVEY EQUIPMENT

KIAMICHI CONTRACTOR REQUIREMENTS

KIAMICHI RAILROAD INFORMATION

OK20260020 WAGE DECISION

PROPOSAL PROVISIONS

102-004(a-b)19 A + B BIDDING (TRADITIONAL BID + INCENTIVE/DISINCENTIVE

PAYMENT)

102-013(a-b)19 BIDDING PROCEDURES 103-003(a)19 SUBCONTRACTS 104-006(a-b)19 RAILROAD FLAGGING (100% REIMBURSEMENT) 106-005(a-e)19 BUY AMERICA AND BUILD AMERICA, BUY AMERICA 107-008(a)19 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC (RAILROAD

INSURANCE)

107-012(a)19 FEDERAL AVIATION REGULATIONS 108-023(a)19 FLEXIBLE NOTICE TO PROCEED 108-080(a)19 LIQUIDATED DAMAGES 108-182(a)19 SUBLETTING OF CONTRACT (70%) 108-413(a-b)19 LANE RENTAL 108-414(a)19 PROSECUTION AND PROGRESS 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 504-006(a-b)19 RAILS, PARAPETS, AND CURBS 642-003(a-c)19 GPS SURVEY EQUIPMENT

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 823-001(a)19 TEMPORARY TRAFFIC SIGNALS 856-003(a-j)19 TRAFFIC STRIPE (PLURAL-COMPONENT) 880-010(a-b)19 TRAFFIC SURVEILLANCE

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

PAGE 19 OF 211PROPOSAL ID : 260124

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(249)PM, 33871(04)

BRYAN COUNTY

SHEET 2 OF 2

PROPOSAL PROVISIONS

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 20 OF 211PROPOSAL ID : 260124

ATTACHMENT A

Specification For

GPS Survey Equipment

NHPP-013N(249)PM

JP No. 33871(04)

Bryan County

PAGE 21 OF 211PROPOSAL ID : 260124

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GPS: L1 C/A, L1P, L2P, L2C, L5

GLONASS: L1 C/A, L2P, L2C/A, L3

Galileo: E1, E5a, E5b, E5 AltBOC, E6 BeiDou: B1, B1C, B2, B2a, B2b, B3 IRNSS (NavIC): L5

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Precision Static H: 3 mm + 0.1 ppm V: 3.5 mm + 0.4 ppm

Static/Fast Static1 H: 3 mm + 0.5 ppm V: 5 mm + 0.8 ppm

PPP

H: 3 cm RMS2

V: 5 cm RMS2

Convergence time: < 5 mins3

RTK4 H: 5 mm + 0.5 ppm V: 10 mm + 0.8 ppm

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Ports USB-C

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Page 1/2

PAGE 22 OF 211PROPOSAL ID : 260124

Learn more at topconpositioning.com

Specifications subject to change without notice.

© 2025 Topcon Corporation. All rights reserved. 7010-2440 B 09/25

Precision you can always trust

Topcon HiPer XR

Data format and memory Output formats RTCM 3.1, RTCM 3.2, NMEA

Input formats RTCM 2.x, RTCM 3.x, CMR, CMR+

Internal Memory 20 GB

Update Rate Up to 20 Hz

Power

External Power Supply USB Type-C Power Delivery 3.0, 5-20 VDC 60 W maximum

Battery Two internal, non-removable, Lithium-Ion battery packs each battery pack rated at 7.2 V, 3.5 Ah

Operating time 15 hours – STATIC (1 Hz data logging) 7 hours – RTK BASE STATION (1 W UHF/FH)

10.5 to 13 hours5 – RTK ROVER (UHF/FH, internal cell or LongLink)

Hardware Dimensions (L x W x H) 13.9 x 13.9 x 9.7 cm (5.47 x 5.47 x 3.82 in.)

Weight 995 g (2.19 lb.)

Ingress Protection Dust and water IP67

Vibration MIL-STD 810G

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Operating Temperature -40°C to 65°C (-40°F to 149°F)

Humidity 100%

1 � Performance specifications assume optimal conditions, including dual-frequency GPS, precise ephemerides, low ionospheric activity, approved antenna calibration, unobstructed visibility above 10°, and ≥3-hour observation durations (dependent on baseline length).

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Accuracy and convergence may vary with hardware, GNSS geometry (PDOP), and site conditions.

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Page 2/2

PAGE 23 OF 211PROPOSAL ID : 260124

10/4/22, 8:23 AM Accessing Property - Genesee & Wyoming Inc.

IVll:NIJ

/ REA i EST/\ 1 F / ACCES~,IN<; PfWPE f~ l Y p

Any entry or construction activities on railroad right of way must be authorized by the railroad in writing. Written authorization is obtained through a Right of Entry Permit or Contractor

Occupancy/Access Agreement. The application is accessible via the link provided below.

The applicant must submit the completed application to the Real Estate Department including a check or money order, to cover the non-refundable fee of $1,750 made payable to the Railroad. The application must include latitude and longitude with aerial map of proposed worksite, and complete scope of work. If any of these items on the application are incomplete, the application will be immediately rejected.

The standard term for a Right of Entry Permit or Contractor Occupancy/Access Agreement is sixty

(60) days. Longer terms are reviewed on a case by case basis and may be assessed additional fees.

Upon approval of the application, the Real Estate Department will draft an agreement and forward to the applicant for signature. Application does not guarantee approval. The applicant must then return the signed document to the Real Estate Department along with the pertinent certificate of insurance outlined in the agreement. Once in receipt of these documents, the agreement will then be executed on behalf of the Railroad.

https://www.gwrr.com/real-estale/accessing-property/ 1/4

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10/4/22, 8:23 AM Accessing Property - Genesee & Wyoming Inc.

For "standard processing", the entire process takes between 6-8 weeks. "Expedited processing" will reduce the processing time to between 1-2 weeks and costs an additional $2,500. If the application and plans require engineering approval, and are returned to applicant for revisions in order to meet required specifications the expedited process could take longer than 2 weeks.

For any questions about Right of Entry permits please contact:

REAL ESTATE MANAGER

Donna Killingsworth

Genesee & Wyoming Railroad Services, Inc.

gwappseast@gwrr.con1

(904) 900-6286

REAL ESTATE COORDINATOR

Crystal Galbreath

Genesee & Wyoming Railroad Services, Inc.

crystal.galbreath@gw, r.com

(904) 596-7782

Related Documents

~.: .. m Right of Entry Application - 1.5.2021

I Railroad ProtectiveAP-Rlication

Customer Success Stories https://www.gwrr.com/real-estate/accesslng-property/ 2/4

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Right of Entry Application - 1.5.2021

Genesee & Wyoming Railroad Services, Inc.

Real Estate Department, 13901 Sutton Park Dr., S, Suite 270, Jacksonville, FL 32224

Contractors Access/Occupancy on Railroad Property D Check box if Contractor unknown at this time (this form will need to be completed with contractor information and submitted prior to any work once bid process is complete) Incomplete or Inaccurate Information will delay application request

Section 1 - Applicant Data Complete Legal Name of Applicant to appear on License Agreement:

Applicant Mailing Address:

Applicant Overnight Address:

Type of Entity:

If other please explain:

State of Incorporation or Partnership:

D Corporation D Partnership D Sole Proprietor

D Municipality D Developer D Other

Contact during Application Process:

Name:

Contact Telephone

Railroad Name:

Email Address:

Section 2 - Location Data

Estimated Start Date

D Individual

Specify the amount of time access is required:

Nearest City:

REQUIRED: Latitude/Longitude (Convert to Decimal Format) (ex 12.3456789/-64.101112):

Address of proposed worksite:

County:

Reason for extension of time beyond 60 days

State:

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Railroad Subdivision - if known -----------

US DOT/AAR Crossing Number - if available

Section 3 - Existing Agreement Data

Is there an Existing Agreement at this Location which will be affected by this Request?

D Yes 0 No If YES, List Agreement Number(s):

Will facility be exclusively used by Applicant? D Yes 0 No

If YES, List Name of Lessee:

Describe the complete scope of work on or around Railroad property (REQUIRED):

Section 4 - Department of Transportation (D.O.T.)

Is this installation associated with a Department of D Yes D No

Transportation project?

If Yes, complete the following:

D.O.T. Contract Number:

D.O.T. Contact Information:

Name:

Address:

City:

D.O.T. Project Number:

State: -----

D.O.T. Project Name:

Zip Code: -------------- Phone Number Email Address ----------- ---------------------

Some important items to note when completing the application:

Checklist prior to submittal D Latitude & longitudinal information converted to digital decimal format with an aerial map of location

Payment for fees included - check payable to specific railroad If paying fees by credit card a completed signed credit card release is included - only Visa, MasterCard or Discover can be accepted - US Roads only Applications can be emailed with a copy of the check in order to start the approval process. Only the check for the doc prep fees needs to be mailed or overnighted when the complete application packet is emailed. Include a copy of the application to make sure the payment is matched to the correct project.

When returning the signed agreement and proof of insurance for final review and execution please allow 2-3 weeks prior to the start of work. Once all required fees are paid and documentation in place the agreement must go through an approval process before it can be finalized.

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Section 5 - Insurance Requirements - US Roads

Insurance Requirements prior to any construction project - Both the Utility Owner and the Contractor completing installation are required to provide proof of current Commercial General Liability Insurance. Prior to construction the Contractor is required to provide current proof of Railroad Protective Liability Insurance.

General Liability insurance must meet the minimum requirements of $2M per occurrence and $6M aggregate per the terms of the written contract.

Automobile Insurance must meet the minimum requirements of $1 M bodily Injury and property damage per occurrence.

The General Liability certificate is required to show proof of CG2417 or its equivalent. (Contractual Uabl/ity Railroads) Evidence of Workers Compensation must be provided on certificate and meet the minimum requirements of $1 M.

Certificate Holder naming (specified Railroad) **Specified Railroad names can be found at www.gwrr.com**

General Liability, Automobile Liability and Umbrella/Excess Liability provides additional insured status to the certificate holder and any other party(ies) specified in or required by written contract between the named insured and the certificate holder.

Where applicable and permitted by law, a ll policies include a blanket automatic waiver of subrogation endorsement that provides this feature in favor of the certificate holder and any other party(ies) specified in or required by written contract between the named insured and the certificate holder.

Prior to Construction or any access within 50' of Railroad a current Certificate of Railroad Protective Liability insurance (RPL) which shows the specific Railroad as named Insured. lf the Contractor does not carry a policy of Railroad Protective Liability insurance, this coverage can be secured through the railroad. An application and current Fee structure for this coverage is available upon request.

**Insurance Requirements for potentially hazardous pipelines such as natural gas, oil, petroleum, etc. to be amended as shown below0

General Liability Insurance which names the specific Railroad as additional insured and must meet the limits of $SM per occurrence and $10M aggregate. Such policy shall be endorsed to provide Waiver of Subrogation in favor of the certificate holder per written contract.

Pollution Legal Liability Insurance with minimum limits of Five Million Dollars ($5,000,000) per occurrence naming the certificate holder as additional insured per written contract. Such policy shall be endorsed to provide Waiver of Subrogation in favor of the certificate holder per written contract.

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Section 6 - Insurance requirements - Canadian Roads

Insurance Requirements prior to any construction project - Both the Utility Owner and the Contractor completing installation are required to provide proof of current Commercial General Liability Insurance.

General Liability insurance must meet the minimum requirements of $2M per occurrence and $2M aggregate per the terms of the written contract.

Automobile Insurance must meet the minimum requirements of $1 M bodily injury and property damage per occurrence.

Where applicable, the General Liability certificate is required to show proof of CG2417 or its equivalent.

(Contractual Liability Railroads) Evidence of Workers Compensation must be provided on certificate and meet the minimum requirements of $1 M.

Certificate Holder naming (specified Railroad) **Specified Railroad names can be found at www.gwrr.com"*

General Liability, Automobile Liability and Umbrella/Excess Liability provides additional insured status to the certificate holder and any other party(ies) specified in or required by written contract between the named insured and the certificate holder.

Where applicable and permitted by law, all policies include a blanket automatic waiver of subrogation endorsement that provides this feature in favor of the certificate holder and any other party(ies) specified in or required by written contract between the named insured and the certificate holder.

IMPORTANT

Prior to application submittal, Questions can be answered and additional contact information obtained by visiting the website at www.gwrr.com - select the specific railroad and click on the link for Real Estate.

Plans for proposed installations shall be submitted to and approved by the Railroad, on behalf of itself, its subsidiaries, and affiliates, and designated engineer before work can begin! Applications submitted not meeting current specifications as outlined in the General Specifications for Sub-grade and Above grade Utility Crossings of Railway's Right-of-Way will be returned and may incur additional engineering review fees. For your convenience a copy of these specifications can be found on the website at www.gwrr.com.

Materials and installations are to be in strict accordance with specifications of National Electrical Safety Code, AREMA, current edition, and requirements of the Railroad.

Upon application approval, applicant agrees to reimburse Railroad for any cost incurred by Railroad incident to the installation, maintenance and/or supervision necessitated by the installation. Applicant further agrees to assume all liability for accidents or injuries that arise as a result of this installation.

This section must be completed in full, signed and dated prior to submittal to the Real Estate Department for processing. Unsigned applications, incomplete or inaccurate Information will delay application request and may incur additional fees.

Date: Signature: ----------- Phone Number Printed Nam• ----------- --------------------- Fax Number: Title:

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Please make check payable to the specific Railroad where proposed work is to occur . A list of Genesee & Wyoming, Inc. subsidiary railroads can be found at: www.gwrr.com . W-9 information available upon request.

Mail the application for proposed project, along with the applicable non-refundable fee(s) in U.S. Funds (Canadian Applicants please pay all fee in Canadian Funds plus HST) to:

Genesee & Wyoming Railroad Services, Inc.

Attn: Real Estate Department

13901 Sutton Park Dr. S., Suite 270 Jacksonville, FL 32224

In order for the application to be complete ALL required details pertinent to the proposed installation must be completed in full and submitted along with the following fees:

# of Copies Amount Due

□ 1 $1,750

□ 1 $1,750

$3,500

Description

Engineer review fee, plans/drawings, no larger than 11 x 17. Larger drawings may Incur additional engineering fees.

Completed Contractor's Access/Occupancy Application and Fee required with ALL application submittals. If the contractor is unknown at time of submittal just check the box under the heading on the form.

Full amount due with submittal for new utility installations - Unless prior arrangements are made, applications received without payment will not be processed until receipt of payment. This could extend the time frame for the processing of your request.

Standard Application processing takes approximately 6-8 weeks. PLEASE READ IN FULL - "Expedited processing" is available and will reduce the processing time to between 1-2 weeks at an additional cost of $2,500. PLEASE READ BEFORE SUBMITTING EXPEDITE FEE: For a// expedited requests _ the application and plans submitted must meet engineering specifications and be approved in order for the applicable agreement(s) to be forwarded to the applicant for signature within 2 weeks from receipt of all required information and full payment of required fees . It is important to note that an incomplete application and plans submitted that do not meeting engineering specifications will cause a delay in the processing of expedited request and the two week guarantee no longer applies if revisions are required to be made by the applicant in order for them to meet engineering specs for engineering to approve the request.

The expedited processing of an application does not apply to the final review and execution phase of the agreement process. Once a signed agreement has been received and ALL required fees and insurance has been submitted the agreement(s) is(are) forwarded for final review by a VP of Real Estate, Legal and the signatory for the Railroad. This final review and execution process can take up to 2 weeks from receipt of all required documentation and fees. This part of the agreement process cannot be expedited.

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At this time we are unable to expedite requests for the installation of new private grade crossings, industrial track agreements, and track leases. The process for these requests varies somewhat from the review and approval process for new utilities and takes a little longer to secure all required approvals.

Entering or working on the railroad right of way or any other railroad property without the permission of the railroad is trespassing and illegal. Violators risk the possibility of serious, even fatal injury and will be prosecuted.

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Railroad Protective Liability Application

Named Insured Railroad:

Address:

Name of Designated Contractor:

Address:

Contractors GL Limits:

Carrier:

Contractors Umbrella Limits:

Carrier:

Will the Contractor be holding the Railroad Harmless?

Will the Railroad be listed as an "Additional Insured" on the Contractor's CGL and Umbrella policies?

Will the Contractor's GL & Umbrella policies remove the contractual exclusion for work within 50' of a Rai lroad?

Railroad Protective Limits Required:

YesO

Yes □

Yes □

MARSI-~

No □

No □

No □

Per Occurrence: Aggregate: ___________ _

Name & Address for Whom Work is Being Performed:

Description of Job:

Approximate Length of Job (years/months):

Total Cost of Job: Cost of Work Within 50' of Tracks:

Daily Train Traffic: Freight: ------

Will there be any Railroad flagmen/supervisors?

Will there be any other work performed by any railroad employees?

If yes, please describe:

Will there be any Railroad equipment assigned to the contractor?

If yes, please describe:

Signature:

Printed Name:

Title:

Date:

Passenger: -------

Yes □

Yes □

Yes □

No □

No □

No □

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ATTENTION CONTRACTORS

Kiamichi Railroad Information

Project No. NHPP-013N(249)PM, J/P No. 33871(04) Bryan County

Project No. NHPP-013N(249)PM, J/P No. 33871(04), US-69, NB & SB Bridge Replacement over KRR, Bryan County, (Bridge A, Existing NBI # 17535, New NBI # xxxxx), Kiamichi Railroad, DOT No. 671539C, (Bridge C, Existing NBI # 17534, New NBI # xxxxx), Kiamichi Railroad, DOT No. 671539C, Mile Post 631.20, Lakeside Subdivision, GPS: 33.9966688, -96.4052694, KRR Project No. 22KRRR02R

Any contract let by the state for construction of the roadway or bridge involving Railroad property shall require the contractor to abide by the two special provisions attached, Railroad Flagging 104-6(a-b)19 and Railroad Insurance 107-8(a)19. The Contractor will be required to have Railroad Protective Liability and Property Damage Insurance and a flagman will be required by the Railroad when working within twenty-five feet (25') of track.

Any contract let by the State for construction of the roadway or bridge involving Railroad property shall require the contractor to enter into the Railroad's standard Contractor's Right of Entry Application/Agreement, substantially the same form as attached. Upon receipt of the executed Contractor's Right-of-Entry Agreement, the Contractor shall notify the Railroad ten (10) working days prior to entering onto the Railroads Right-of Way.

The Kiamichi Railroads Contractor's Right of Entry Agreement, must be fully executed by the Contractor and the Railroad prior to entering onto the railroad's right-of-way.

Prior to issuance of the Work Order, the Contractor must submit an original and one copy of the insurance policy to the Construction Division, Oklahoma Department of Transportation 200 NE 21st Street, Oklahoma City, Oklahoma 73105- 3204.

The Contractor shall notify:

Benjamin Biesterveld at BBiesterveld@benesch.com

Steven Sams at SSams@benesch.com

Paul Vidmar at PVidmar@benesch.com

Donald Spainhower at Donald.Spainhower@gwrr.com

Kiamichi Railroads Contractor's Right of Entry Agreement Contact:

Crystal Galbreath Genesee & Wyoming Railroad Services, Inc.

904-596-7782 crystal.galbreath@gwrr.com

PAGE 33 OF 211PROPOSAL ID : 260124

"General Decision Number: OK20260020 01/02/2026

Superseded General Decision Number: OK20250020

State: Oklahoma

Construction Type: Highway

Counties: Atoka, Bryan, Carter, Choctaw, Coal, Garvin, Haskell, Hughes, Johnston, Latimer, Love, Marshall, McCurtain, Murray, Pittsburg, Pontotoc, Pottawatomie, Pushmataha and Seminole 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

SUOK2011‐007 04/18/2011

Rates Fringes

CARPENTER (Excludes Form Work) Choctaw County..............$ 12.87 Hughes County...............$ 11.75 Love County.................$ 12.45 Pittsburg County............$ 12.49 Pottawatomie County.........$ 12.14 Remaining Counties..........$ 12.53

CEMENT MASON/CONCRETE FINISHER

Carter County...............$ 11.80 Choctaw County..............$ 12.00 Love County.................$ 12.95 Pittsburg County............$ 13.70 Pottawatomie County.........$ 12.28 Remaining Counties..........$ 12.65

FORM WORKER......................$ 12.19

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

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

PAGE 34 OF 211PROPOSAL ID : 260124

LABORER

Air/Power Tool Operator (Includes Handheld Concrete Saws and Chipping Guns).......................$ 12.79 Asphalt Raker and Shoveler..$ 12.35 Common or General Atoka County...............$ 10.22 Bryan and Haskall Counties.$ 10.49 Carter County..............$ 9.97 Choctaw County.............$ 10.34 Coal County................$ 10.55 Garvin County..............$ 10.40 Hughes County..............$ 10.01 Johnston County............$ 10.37 Latimer County.............$ 10.25 Love County................$ 10.42 Marshall County............$ 11.68 McCurtain County...........$ 9.82 Murray County..............$ 9.88 Pittsburg County...........$ 11.05 Pontotoc County............$ 10.48 Pottawatomie County........$ 10.60 Pushmataha County..........$ 10.80 Seminole County............$ 10.79 Pipelayer...................$ 11.13 Traffic Control (Includes Flagger, Setting Up and Moving Cones/Barrels).......$ 11.15 Vibrating Plate.............$ 12.70

POWER EQUIPMENT OPERATOR:

Asphalt Paver Screed........$ 13.99 Asphalt Paving Machine......$ 13.11 Asphalt Plant...............$ 14.70 Backhoe/Trackhoe Choctaw County.............$ 13.46 McCurtain County...........$ 12.52 Pittsburg County...........$ 16.83 Remaining Counties.........$ 14.05 Bobcat/Skid Loader..........$ 12.62 Broom.......................$ 11.02 Bulldozer Choctaw County.............$ 14.56 Love County................$ 14.35 McCurtain County...........$ 13.02 Pittsburg..................$ 14.89 Remaining Counties.........$ 14.34 Concrete Paving Machine.....$ 14.42

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Concrete Saw Pittsburg County...........$ 16.42 Remaining Counties.........$ 15.02 Crane.......................$ 16.17 Distributor Truck...........$ 13.25 Excavator...................$ 14.08 Grader/Blade................$ 17.04 Loader (Front End) Remaining Counties.........$ 13.10 Seminole County............$ 13.39 Mechanic....................$ 17.37 Milling Machine.............$ 14.16 Mixer.......................$ 14.56 Oiler.......................$ 16.06 Roller (Asphalt)............$ 12.61 Roller (Dirt Compaction)....$ 11.86 Rotomill....................$ 17.33 Scraper.....................$ 14.62 Striping Machine............$ 12.13 Tractor/Box Blade...........$ 12.46 Transfer Material Machine...$ 12.38 0.75 Trencher....................$ 14.66

TRUCK DRIVER

Concrete Truck..............$ 14.22 Dump Truck..................$ 14.42 Flatbed Truck...............$ 16.18 Lowboy/Float................$ 14.99 Off the Road Truck..........$ 12.63 Single Axle Truck (Includes Pilot Car)........$ 13.15 Straight Truck..............$ 15.92 Tandem Axle/Semi Trailer Carter County..............$ 16.61 Choctaw County.............$ 14.43 Love County................$ 14.06 Pittsburg County...........$ 15.68 Remaining Counties.........$ 14.76 Seminole County............$ 16.12 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

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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 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

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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.