CO823_26051401_JP2506704_SampleProposal.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 260163

CALL ORDER 823

TO BE LET ON

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

STANDARD PROPOSAL

BIDX WILL BE ACCEPTED.

PONTOTOC COUNTY

FEDERAL AID PROJECT

INTERSECTION MODIFICATION AND TRAFFIC SIGNAL

SH-99 (MISSISSIPPI AVE): AT THE INTERSECTION OF

SH-1 (ARLINGTON ST) IN THE CITY OF ADA.

PROJECT LENGTH = 0.348 MILES

STP-262N(103)UR, 25067(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 330 CALENDAR DAYS

FLEX START - SEE SPECIAL PROVISION 108-23

THE DBE GOAL IS ZERO FOR THIS PROPOSAL.

CREATION OF THIS DOCUMENT WAS ON MONDAY, APRIL 13, 2026 AT 3:07 PM.

CREATED: 4/13/2026 3:07 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 – May 14, 2026 10:30 A.M. Bid Opening

SHEET 1 OF 1

Plans and proposals for this bid opening will be available on April 16, 2026. No bidding proposals will be issued to any Contractor after May 13, 2026 10:30 A.M.. The cost for each bidding proposal is $ 50.00 + tax. State Standard Specifications may be purchased by contacting ODOT Business Services Center Branch (405) 521-4509. No refunds will be made for bidding documents or specification books purchased.

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

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

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

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

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

Questions and comments regarding the May 14, 2026 bid opening will be accepted until April 24, 2026. Please submit your questions through the ODOT pre-bid email address: ODOT-Prebid.Question@odot.org. Responses will be posted to the “Pre-bid Questions and Answers” section of the ODOT Contracts & Proposals webpage as they are received. It is recommended that interested contractors visit the “Pre-Bid Questions and Answers” link regularly in order to stay informed of the latest information: https://oklahoma.gov/odot/business-center/contracts-and-proposals.html.

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

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

Description of work and location of project: Call Order: 823 STP-262N(103)UR SH-99 PONTOTOC JP No.25067(04)

INTERSECTION MODIFICATION AND TRAFFIC SIGNAL

SH-99 (MISSISSIPPI AVE): AT THE INTERSECTION OF SH-1 (ARLINGTON ST) IN THE

CITY OF ADA.

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

PAGE 1 OF 154PROPOSAL ID : 260163

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 330 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 154PROPOSAL ID : 260163

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

SHEET 1 OF 13

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

4,977.000 CY

0030 202(B)2300

MUCK EXCAVATION

100.000 CY

0040 205(A)6200

TYPE A-SALVAGED TOPSOIL

1.000 LSUM

0050 221(B)2300

TEMPORARY SILT FENCE

2,058.000 LF

0060 221(E)2600

TEMPORARY SILT DIKE

88.000 LF

0070 221(H)2900

(PL)TEMPORARY INLET SEDIMENT

FILTER

38.000 EA

0080 229 6100

DITCH LINER PROTECTION

215.000 LF

0090 230(A)7200

SOLID SLAB SODDING

9,591.000 SY

0100 233(A)0200

VEGETATIVE MULCHING

1.980 AC

0110 241 3100

MOWING

3.960 AC

0120 307(K)4200

STABILIZED SUBGRADE

15,285.000 SY

0130 310(B)5300

SUBGRADE, METHOD B

853.000 SY

0140 402(E)2600

TRAFFIC BOUND SURFACE COURSE

TYPE E

182.000 TON

0150 407(B)7300

TACK COAT

89.000 GAL

0160 408 8100

PRIME COAT

5,648.000 GAL

PAGE 3 OF 154PROPOSAL ID : 260163

SHEET 2 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0170 411(B)1330

SUPERPAVE, TYPE S3(PG 64-22 OK)

2,777.000 TON

0180 411(C)1430

SUPERPAVE, TYPE S4(PG 64-22 OK)

66.000 TON

0190 414(B)5300

DOWEL JOINTED

P.C.C.PAVT.(PLACEMENT)

14,377.000 SY

0200 414(G)5800

P.C. CONCRETE FOR PAVEMENT

3,318.000 CY

0210 509(C)0400

CLASS A CONCRETE, SMALL

STRUCTURES

6.000 CY

0220 509(D)0500

CLASS C CONCRETE

34.000 CY

0230 510(A)1200

RETAINING WALL

26.000 SY

0240 601(A)1100

TYPE I PLAIN RIPRAP

96.000 TON

0250 609(A)4230

CONC.CURB(6" BARRIER-INTEGRAL)

3,703.000 LF

0260 609(A)4270

CONC.CURB(8" BARRIER-INTEGRAL)

1,441.000 LF

0270 609(B)4330

1'-8" COMB.CRB.& GUT.(6" BARRIER)

475.000 LF

0280 609(B)4345

1'-8" COMB.CRB.& GUT.(8" BARRIER)

132.000 LF

0290 610(A)5200

4" CONCRETE SIDEWALK

2,343.000 SY

0300 610(A)5230

8" CONCRETE SIDEWALK

11.000 SY

0310 610(B)5310

6" CONCRETE DRIVEWAY

870.000 SY

0320 610(C)5410

6" CONCRETE DIVIDING STRIP

907.000 SY

0330 610(I)6000

TACTILE WARNING DEVICE-NEW

216.000 SF

PAGE 4 OF 154PROPOSAL ID : 260163

SHEET 3 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0340 610(J)6100

(PL) STAMPED CONCRETE FINISH

256.000 SY

0350 611(A)7210

MANHOLE (4' DIA.)

5.000 EA

0360 611(A)7220

MANHOLE (6' DIA.)

2.000 EA

0370 611(B)7300

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

10.000 VF

0380 611(B)7310

ADD'L.DEPTH IN MANHOLE (6' DIA.)

7.000 VF

0390 611(C)7300

REPLACEMENT OF MANHOLE FRAME &

COVER

1.000 EA

0400 611(G)0354

INLET (SMD-TYPE 2)

3.000 EA

0410 611(G)7754

INLET CI DES. 2 (STD)

2.000 EA

0420 611(G)7786

INLET CI DES. 3 (STD)

6.000 EA

0430 611(G)7790

INLET CI DES. 3 (B)

1.000 EA

0440 611(G)9000

INLET CDI RCP DES. 1

1.000 EA

0450 611(H)0414

ADD'L DEPTH IN INLET CI DES. 2

7.000 VF

0460 611(H)0422

ADD'L DEPTH IN INLET CI DES. 3

14.000 VF

0470 611(H)0424

ADD'L DEPTH IN INLET CI DES. 3B

3.000 VF

0480 611(H)0680

ADD'L DEPTH IN INLET CDI RCP DES. 1

1.000 VF

0490 611(L)1600

JUNCTION BOXES

178.000 CF

0500 612(A)3200

MANHOLES ADJUST TO GRADE

1.000 EA

PAGE 5 OF 154PROPOSAL ID : 260163

SHEET 4 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0510 613(A)5208

18" R.C.PIPE CLASS III

502.000 LF

0520 613(A)5216

24" R.C.PIPE CLASS III

616.000 LF

0530 613(A)5232

48" R.C.PIPE CLASS III

338.000 LF

0540 613(A)5350

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

156.000 LF

0550 613(G)6150

PVC DRAINAGE STRUCTURE

7.000 LF

0560 613(L)6716

24" PREFAB. CULVERT END SEC.,

ROUND

2.000 EA

0570 613(L)6736

48" PREFAB. CULVERT END SEC.,

ROUND

1.000 EA

0580 616(P)4164

24" HDPE PIPE

74.000 LF

0590 619(A)6200

REMOVAL OF STRUCTURES &

OBSTRUCTIONS

1.000 LSUM

0600 619(B)6356

REMOVAL OF CURB AND GUTTER

53.000 LF

0610 619(B)6360

REMOVAL OF CONCRETE PAVEMENT

8,992.000 SY

0620 619(B)6364

REMOVAL OF ASPHALT PAVEMENT

824.000 SY

0630 619(B)6372

REMOVAL OF MANHOLES

3.000 EA

0640 619(B)6376

REMOVAL OF

CONC.PAV.W/ASPH.OVERLAY

4,510.000 SY

0650 619(B)6380

REMOVAL OF CONCRETE DRIVEWAY

3,626.000 SY

0660 619(B)6384

REMOVAL OF ASPHALT DRIVEWAY

590.000 SY

PAGE 6 OF 154PROPOSAL ID : 260163

SHEET 5 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0670 619(B)6404

REMOVAL OF SIDEWALK

138.000 SY

0680 619(B)6440

REMOVAL OF EXISTING PIPE

892.000 LF

0690 619(B)6464

REMOVAL OF 6" CONCRETE DIVIDING

STRIP

686.000 SY

0700 805(A)3200

REMOVAL OF SIGN FOOTING

41.000 EA

0710 880(C)6425

PERMANENT BARRICADE UNIT

1.000 EA

SECTION 0001 SUB TOTAL

SECTION 0002 SIGNING AND STRIPING

0720 804(A)2200

STRUCTURAL CONCRETE

15.000 CY

0730 804(B)2300

REINFORCING STEEL

1,476.000 LB

0740 805(A)3252

(PL)REMOVAL OF EXISTING SIGNS

48.000 EA

0750 805(D)3528

(PL)REMOVE & RESET EXISTING SIGNS

13.000 EA

0760 850(A)1200

SHEET ALUMINUM SIGNS

467.000 SF

0770 851(B)2315

3"@7.58 GALV.STL.PIPE POST

112.500 LF

0780 851(B)2320

3 1/2"@9.11 GALV.STL.PIPE POST

162.500 LF

0790 851(B)2325

4"@10.79 GALV.STL.PIPE POST

63.000 LF

0800 851(C)2415

2" SQUARE TUBE POST

276.000 LF

0810 851(C)2430

2 1/2" SQUARE TUBE POST

159.500 LF

PAGE 7 OF 154PROPOSAL ID : 260163

SHEET 6 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0820 856(A)8203

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(4" WIDE)

1,896.000 LF

0830 856(A)8207

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(6" WIDE)

1,612.000 LF

0840 856(A)8211

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(8" WIDE)

347.000 LF

0850 856(A)8215

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(12" WIDE)

363.000 LF

0860 856(A)8219

(SP) TRAFFIC STRIPE(PLURAL-

COMPONENT)(24" WIDE)

917.000 LF

0870 856(B)8307

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(ARROWS)

19.000 EA

0880 856(B)8311

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(SYMBOLS)

8.000 EA

0890 856(B)8315

(SP) TRAFFIC STRIPE(PLURAL-

COMP)(WORDS)

4.000 EA

SECTION 0002 SUB TOTAL

SECTION 0003 TRAFFIC SIGNAL

0900 802(B)0324

2" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

500.000 LF

0910 802(B)0328

3" PVC SCH.40 PLASTIC CONDUIT

BORED

465.000 LF

0920 802(B)0332

3" PVC SCH.40 PLASTIC CONDUIT

TRENCHED

255.000 LF

0930 803(A)1210

PULL BOX(SIZE I)

12.000 EA

PAGE 8 OF 154PROPOSAL ID : 260163

SHEET 7 OF 13

UNITS DOLLARS CTS DOLLARS CTS

0940 803(A)1220

PULL BOX(SIZE II)

1.000 EA

0950 804(A)2200

STRUCTURAL CONCRETE

37.000 CY

0960 804(B)2300

REINFORCING STEEL

5,317.000 LB

0970 806(A)4240

32'MH POLE 25'TS & 10'LMA(G.STL.)

1.000 EA

0980 806(A)4252

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

2.000 EA

0990 806(A)4256

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

2.000 EA

1000 806(A)4260

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

1.000 EA

1010 806(B)4408

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

3.000 EA

1020 806(B)4420

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

2.000 EA

1030 810(A)8200

SERVICE POLE

1.000 EA

1040 811 9120

1/C NO.6 ELECT.COND.

750.000 LF

1050 811 9130

1/C NO.10 ELECT.COND.

3,930.000 LF

1060 811 9135

1/C NO.12 ELECT.COND.

3,000.000 LF

1070 825 8100

TRAFFIC SIGNAL CONTROLLER

ASSEMBLY

1.000 EA

1080 828 0100

(PL)DETECTION SYSTEM (VIDEO)

1.000 LSUM

1090 830 2100

PEDESTRIAN PUSH BUTTON

6.000 EA

1100 831 3116

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

6.000 EA

PAGE 9 OF 154PROPOSAL ID : 260163

SHEET 8 OF 13

UNITS DOLLARS CTS DOLLARS CTS

1110 831 3120

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

9.000 EA

1120 831 3124

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

2.000 EA

1130 831 3128

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

3.000 EA

1140 831 3144

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

8.000 EA

1150 833 5100

BACKPLATE

22.000 EA

1160 834(A)6200

2/C TRAFFIC SIGNAL ELECTRICAL

CABLE

60.000 LF

1170 834(A)6205

5/C TRAFFIC SIGNAL ELECTRICAL

CABLE

4,355.000 LF

1180 834(A)6210

7/C TRAFFIC SIGNAL ELECTRICAL

CABLE

155.000 LF

1190 834(A)6215

9/C TRAFFIC SIGNAL ELECTRICAL

CABLE

785.000 LF

1200 834(A)6235

21/C TRAFFIC SIGNAL ELECTRICAL

CABLE

1,665.000 LF

1210 840(A)0200

E.P.S. OPTICAL EMITTER

4.000 EA

1220 840(B)0300

E.P.S. OPTICAL DETECTOR

6.000 EA

1230 840(C)0400

E.P.S. OPTICAL DETECTOR CABLE

1,905.000 LF

1240 840(D)0510

E.P.S. 4 CHANNEL PHASE SELECTOR

2.000 EA

1250 850(C)1400

MAST ARM MOUNTED SIGNS(ALUM.)

129.000 SF

1260 850(D)1510

SPECIAL SIGNS

2.000 EA

PAGE 10 OF 154PROPOSAL ID : 260163

SHEET 9 OF 13

UNITS DOLLARS CTS DOLLARS CTS

SECTION 0003 SUB TOTAL

SECTION 0004 TRAFFIC CONTROL

1270 104 3250

(SP) RAILROAD FLAGGING(NON-

BIDDABLE)

35.000 DAY $ 1,300.00 $ 45,500.00

1280 857(A)9205

CONSTRUCTION TRAFFIC

STR.(PAINT)(6" WIDE)

3,970.000 LF

1290 857(C)9405

REMOVABLE PAVEMENT MARKING

TAPE(6" WIDE)

18,907.000 LF

1300 857(F)9700

PAVEMENT

MRKNG.REMOVAL(TRAF.STRP)

19,725.000 LF

1310 858(A)0224

PAVE.MARKERS CLASS A TYPE 2-C

169.000 EA

1320 858(A)0228

PAVE.MARKERS CLASS A TYPE 2-D

651.000 EA

1330 877(B)4300

DELIVER PORTABLE LONGITUDINAL

BARRIER

1,462.500 LF

1340 877(C)4400

RELOCATION OF PORT. LONGITUDINAL

BARRIER

3,182.000 LF

1350 880(A)6220

ARROW DISPLAY(TYPE C)

445.000 SD

1360 880(B)6300

CONSTRUCTION SIGNS 0 TO 6.25 SF

4,692.000 SD

1370 880(B)6310

CONSTRUCTION SIGNS 6.26 SF TO 15.99

SF

8,948.000 SD

1380 880(B)6320

CONSTRUCTION SIGNS 16.0 SF TO 32.99

SF

4,458.000 SD

1390 880(C)6410

CONSTRUCTION BARRICADES(TYPE III)

10,050.000 SD

PAGE 11 OF 154PROPOSAL ID : 260163

SHEET 10 OF 13

UNITS DOLLARS CTS DOLLARS CTS

1400 880(E)6607

WARNING LIGHTS(TYPE B)

21,817.000 SD

1410 880(E)6616

WARNING LIGHTS(TYPE D)

48,502.000 SD

1420 880(F)6700

DRUMS

48,502.000 SD

1430 880(G)6800

TUBE CHANNELIZERS

47,039.000 SD

1440 880(G)6805

CHANNELIZER CONES

15,882.000 SD

1450 882(A)8210

PORT.CHANGEABLE MESSAGE SIGN

1,334.000 SD

SECTION 0004 SUB TOTAL

SECTION 0005 STAKING

1460 642(B)3300

CONSTRUCTION STAKING LEVEL II

1.000 LSUM

SECTION 0005 SUB TOTAL

SECTION 0006 CONSTRUCTION

1470 220 1100

SWPPP DOCUMENTATION AND

MANAGEMENT

1.000 LSUM

1480 641 2110

MOBILIZATION

1.000 LSUM

SECTION 0006 SUB TOTAL

SECTION 0007 SEWER RELOCATION (NON-PARTICIPATING)

1490 201(A)1200

CLEARING AND GRUBBING

1.000 LSUM

1500 202(A)2200

UNCLASSIFIED EXCAVATION

917.000 CY

PAGE 12 OF 154PROPOSAL ID : 260163

SHEET 11 OF 13

UNITS DOLLARS CTS DOLLARS CTS

1510 230(A)7200

SOLID SLAB SODDING

132.000 SY

1520 303(A)1200

AGGREGATE BASE TYPE A

715.000 CY

1530 411(H)1900

SUPERPAVE, TYPE S3(PATCH)(PG64-

22OK)

41.000 TON

1540 411(I)2005

SUPERPAVE, TYPE S4(PATCH)(PG70-

28OK)

17.000 TON

1550 414(E)5600

FULL DEPTH P.C.C. PATCH

(PLACEMENT)

420.000 SY

1560 414(G)5800

P.C. CONCRETE FOR PAVEMENT

93.000 CY

1570 501(G)1800

CLSM BACKFILL

6.000 CY

1580 501(H)1900

(PL) CELLULAR CONCRETE BACKFILL

16.000 CY

1590 510(A)1240

TEMPORARY RETAINING WALL

134.000 SY

1600 600(A)0200

(PL) AS-BUILT SURVEY

1.000 LSUM

1610 609(A)4230

CONC.CURB(6" BARRIER-INTEGRAL)

32.000 LF

1620 610(B)5300

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

87.000 SY

1630 611(A)7205

MANHOLE TESTING

11.000 EA

1640 611(A)7210

MANHOLE (4' DIA.)

9.000 EA

1650 611(A)7220

MANHOLE (6' DIA.)

1.000 EA

1660 611(B)7300

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

19.000 VF

PAGE 13 OF 154PROPOSAL ID : 260163

SHEET 12 OF 13

UNITS DOLLARS CTS DOLLARS CTS

1670 612(B)3310

CONNECT TO EXISTING MANHOLE

2.000 EA

1680 613(T)7800

STANDARD BEDDING MATERIAL,

CLASS C

202.000 CY

1690 613(Y)8300

(PL)VIDEO INSPECTION OF CONDUIT

1,511.000 LF

1700 615(A)1220

8" POLYVINYL CHLORIDE (PVC) PIPE

964.000 LF

1710 615(A)1224

10" POLYVINYL CHLORIDE (PVC) PIPE

479.000 LF

1720 615(B)1300

SANITARY SEWER SERVICE

CONNECTION

14.000 EA

1730 615(C)1400

SANITARY SEWER SERVICE LINE

230.000 LF

1740 615(D)1500

SEWER LEAKAGE < 24" DIAMETER

1,429.000 LF

1750 615(E)1620

DEFLECTION TEST (8" PIPE)

1.000 LSUM

1760 615(F)1700

SEWER FLOW CONTROL

1.000 LSUM

1770 616(D)2862

8" X 8" TAPPING SADDLE

1.000 EA

1780 616(I)3321

14" STEEL CASING

60.000 LF

1790 616(I)3330

20" STEEL CASING

150.000 LF

1800 616(J)3435

BORE AND JACK 20" CASING

150.000 LF

1810 616(T)4575

8" X 8" X 4" TEE

13.000 EA

1820 619(B)6356

REMOVAL OF CURB AND GUTTER

32.000 LF

1830 619(B)6360

REMOVAL OF CONCRETE PAVEMENT

362.000 SY

PAGE 14 OF 154PROPOSAL ID : 260163

SHEET 13 OF 13

UNITS DOLLARS CTS DOLLARS CTS

1840 619(B)6364

REMOVAL OF ASPHALT PAVEMENT

154.000 SY

1850 619(B)6372

REMOVAL OF MANHOLES

4.000 EA

1860 619(B)6380

REMOVAL OF CONCRETE DRIVEWAY

87.000 SY

1870 619(B)6440

REMOVAL OF EXISTING PIPE

755.000 LF

1880 619(B)6556

PLUGGING ABANDONED SEWER

10.000 EA

1890 619(C)6600

SAWING PAVEMENT

132.000 LF

SECTION 0007 SUB TOTAL

TOTAL

PAGE 15 OF 154PROPOSAL ID : 260163

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

I N D E X O F P R O V I S I O N S FOR JPN(s) : STP-262N(103)UR, 25067(04)

PONTOTOC COUNTY

SHEET 1 OF 2

PROPOSAL DOCUMENTS

BNSF RAILROAD INFORMATION

CONTRACTOR REQUIREMENTS - EXHIBIT C

OK20260020 WAGE DECISION

PROPOSAL PROVISIONS

102-013(a-b)19 BIDDING PROCEDURES 103-003(a)19 SUBCONTRACTS 104-004(a)19 UTILITY PROPERTY AND SERVICES 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%) 109-014(a)19 MATERIAL ON HAND 109-015(a-c)19 PROMPT PAYMENT FOR SUBCONTRACTORS 110-001(a-b)19 GENERAL PROVISIONS FOR USE OF ELECTRONIC DATA 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

441-001(a-c)19 ELECTRONIC TICKETING FOR BITUMINOUS MATERIALS

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

PAVEMENT

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

CF000050 REPORTING OF BID RIGGING

CF000101 TITLE VI - NON-DISCRIMINATION CLAUSE

CF000200 RESIDENCE REQUIREMENTS FOR LABOR ON FEDERAL AID PROJECTS

PROJECTS

CF000501 CERTIFICATION FOR FEDERAL-AID CONTRACTS

CF000800 NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION

CF000900 STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY

SPECIFICATIONS

CF001000 ON-THE-JOB TRAINING (OJT) PROGRAM

CF001700 CONTRACTORS AFFIDAVIT

CX00210B DISADVANTAGED BUSINESS ENTERPRISE PROGRAM

CZ002300 CONTRACT DISPUTE RESOLUTION PROCEDURE

CZ002850 NO.2 PROPOSAL SHEET

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

FHWA1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION

CONTRACTS

PAGE 16 OF 154PROPOSAL ID : 260163

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

I N D E X O F P R O V I S I O N S FOR JPN(s) : STP-262N(103)UR, 25067(04)

PONTOTOC COUNTY

SHEET 2 OF 2

PAGE 17 OF 154PROPOSAL ID : 260163

ATTENTION CONTRACTORS

BNSF Railway Information

Project No. STP-262N(103)UR J/P No. 25067(04) Pontotoc County

Please reference the following BNSF railroad information on all correspondence with the railroad:

AARDOT No. 671991A MP 547.55 Railroad Subdivision: Creek Any contract let by the state for construction of the roadway involving Railroad property shall require the contractor to abide by the two special provisions attached, Railroad Flagging 104-2(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 involving Railroad property shall require the contractor to enter into the Railroad’s standard Contractor’s General Construction Agreement, BNSF Exhibit C & C-1 in substantially the same form as attached. Upon receipt of the executed Contractor’s Right-of-Entry Agreement, BNSF Exhibit C & C-1, the Contractor shall notify the Railroad ten (10) working days prior to entering onto the Railroads Right-of-Way.

The Contractor’s General Construction Agreement, BNSF Exhibit C & C-1 must be filled out 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 N.E. 21st Street, Oklahoma City, Oklahoma 73105-3204.

The Contractor shall notify:

Mr. George Gross BNSF Roadmaster BNSF Railway Company Phone: 682-319-6546 Email:George.Gross@bnsf.com

Mr. Tim, Huya Public Projects Manager BNSF Railway Company Phone: 817-919-8685 Email: Tim.Huya@bnsf.com

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PP-102 – 11/6/2019

EXHIBIT "C"

CONTRACTOR REQUIREMENTS

1.01 General:

1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the (project description, RR Milepost/ Line Segment/ Division/ Subdivision, ODOT Project Numbers, etc.)

1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit “C-1” Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit “C-1”. Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh, USA, 214-303-8519.

1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property.

1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or operations. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor (or any of its subcontractors), in Railway’s opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic;

(iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway’s Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, Railway may immediately terminate the

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Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway’s right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing:

Mr. Mike Mckinney Transportation Manager Rail Programs Division

Oklahoma Department of Transportation 200 N.E. 21st Street

Oklahoma City, Oklahoma 73105-3204 Email: mmckinney@ODOT.org

• 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations, including, but not limited to environmental laws and regulations (including but not limited to the Resource Conservation and Recovery Act, as amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations. The Contractor hereby indemnifies, defends and holds harmless Railway for, from and against all fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement.

• 1.01.06 The Contractor must notify Mike Mckinney (ODOT) at 405-651-1291 and Railway's Manager Public Projects, telephone number 817-352-2902 at least thirty

(30) calendar days before commencing any work on Railway Property. Contractor’s notification to Railway must refer to Railway's file (DOT Number) – (Road

Name/Project Name).

1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor must furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal plans, the current “BNSF-UPRR Guidelines for Temporary Shoring” must be used for determining the design loading conditions to be used in shoring design, and all

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calculations and submittals must be in accordance with the current “BNSF-UPRR Guidelines for Temporary Shoring”. All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance-of-Way Association (previously known as American Railway Engineering Association) Coopers E-80 live loading standard. All drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as, cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans.

1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner.

The Contractor will have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway.

1.02 Contractor Safety Orientation

1.02.01 No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway’s Engineering Contractor Safety Orientation, found on the web site www.BNSFContractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes Railway’s Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway’s Representative.

1.03 Railway Requirements

1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting

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from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency.

1.03.02 The Contractor must notify the Railway's Division Engineer and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property.

1.03.03 The Contractor must abide by the following temporary clearances during construction:

15’-0” Horizontally from centerline of nearest track 21’-6” Vertically above top of rail 27'-0" Vertically above top of rail for electric wires carrying less than 750 volts 28'-0" Vertically above top of rail for electric wires carrying 750 volts to

15,000 volts 30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to

20,000 volts 34'-0" Vertically above top of rail for electric wires carrying more than

20,000 volts

1.03.04 Upon completion of construction, the following clearances shall be maintained:

25’ Horizontally from centerline of nearest track 23’ 6” Vertically above top of rail

1.03.05 Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to ODOT and must not be undertaken until approved in writing by the Railway, and until ODOT has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or the State Regulatory Authority's approval.

1.03.06 In the case of impaired vertical clearance above top of rail, Railway will have the option of installing tell-tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell-tales or protective devices will be borne by the Agency.

1.03.07 The details of construction affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by ODOT for approval before work is undertaken and this work must not be undertaken until approved by the Railway.

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1.03.08 At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing must be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor will be constructed and, at the completion of the project, removed at the expense of the Contractor.

1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity. Contractor must not allow Railway Property to become a treatment, storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue.

1.03.10 The Contractor upon completion of the work covered by this contract, must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative.

1.04 Contractor Roadway Worker on Track Safety Program and Safety Action Plan:

1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.BNSFContractor.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site.

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1.04.02 Contractor shall have a background investigation performed on all of its employees, subcontractors and agents who will be performing any services for Railroad under this Agreement which are determined by Railroad in its sole discretion

a) to be on Railroad’s property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical Information Systems, Railroad’s Employees, Hazardous Materials on Railroad’s property or is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving Railroad.

The required background screening shall at a minimum meet the rail industry background screening criteria defined by the e-RAILSAFE Program as outlined at www.eVerifile.com, in addition to any other applicable regulatory requirements.

Contractor shall obtain written consent from all its employees, subcontractors or agents screened in compliance with the e-RAILSAFE Program to participate in the Program on their behalf and to release completed background information to Railroad’s designee. Contractor shall be subject to periodic audit to ensure compliance.

Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its employees, subcontractors or agents to perform services hereunder who are not first approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry onto its premises or access as described in this section above to any of Contractor's employees, subcontractors or agents who do not display the authorized identification badge issued by a background screening service meeting the standards set forth in the e-RAILSAFE Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to the safety or security of Railroad's operations, assets or personnel.

Contractors shall be responsible for ensuring that its employees, subcontractors and agents are United States citizens or legally working in the United States under a lawful and appropriate work VISA or other work authorization.

1.05 Railway Flagger Services:

• 1.05.01 The Contractor must give Railway’s Roadmaster (George Gross , 682-319-6546, George.Gross@bnsf.com) a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger’s position). If flagging services are scheduled in advance by the Contractor and it is subsequently

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determined by the parties hereto that such services are no longer necessary, the Contractor must give the Roadmaster five (5) working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements.

1.05.02 Unless determined otherwise by Railway’s Project Representative, Railway flagger will be required and furnished when Contractor’s work activities are located over, under and/or within twenty-five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25-feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions:

1.05.02a When, upon inspection by Railway’s Representative, other conditions warrant.

1.05.02b When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway facilities may be subject to movement or settlement.

1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds.

1.05.02d When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity.

1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable.

1.05.03 Flagging services will be performed by qualified Railway flaggers.

1.05.03a Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative.

1.05.03b Each time a flagger is called, the minimum period for billing will be the eight (8) hour basic day.

1.05.03c The cost of flagger services provided by the Railway will be borne by CONTRACTOR. The estimated cost for one (1) flagger is approximately between $800.00-$1,600.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation

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allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT THE

TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER

WILL BE USED TO CALCULATE THE ACTUAL COSTS OF

FLAGGING PURSUANT TO THIS PARAGRAPH.

1.05.03d The average train traffic on this route is MPH and

16 freight trains per passenger trains at 24-hour period at a timetable speed 55 a timetable speed of MPH.

1.06 Contractor General Safety Requirements

1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations.

1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s).

1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway’s Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the authority, (3) the method of communication to stop and resume work, and (4) location of the designated places of safety. Persons or equipment entering flag/work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing when working within 25 feet of the center line of track.

1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railway's representative in charge of the project must be notified. A minimum of two employees must be present at all times.

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1.06.05 Any employees, agents or invitees of Contractor or its subcontractors under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied.

1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project.

Any vehicle or machine which may come in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site.

1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railway's Property.

1.06.08 All personnel protective equipment (PPE) used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.BNSFContractor.com, however, a partial list of the requirements include: a) safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats; c) safety shoe with: hardened toes, above-the-ankle lace-up and a defined heel; and d) high visibility retro-reflective work wear. The Railway’s representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi-visibility work wear. Hearing protection, fall protection, gloves, and respirators must be worn as required by State and Federal regulations. (NOTE – Should there be a discrepancy between the information contained on the web site and the information in this paragraph, the web site will govern.)

1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS,

MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF

THE NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT

MUST NOT BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL

AT-GRADE CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING,

WHERE STORAGE OF THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN

APPROACHING THE CROSSING. PRIOR TO BEGINNING WORK, THE

CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE

OF THE RAILWAY'S REPRESENTATIVE.

1.06.10 Machines or vehicles must not be left unattended with the engine running.

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Parked machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed specifications)

1.06.11 Workers must not create and leave any conditions at the work site that would interfere with water drainage. Any work performed over water must meet all Federal, State and Local regulations.

1.06.12 All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be; 200 KV or below - 15 feet; 200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000 KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be maintained. A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means.

1.07 Excavation:

• 1.07.01 Before excavating, the Contractor must determine whether any underground pipe lines, electric wires, or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway’s Property could cause damage to buried cables resulting in delay to Railway traffic and disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF’s Roadmaster (George Gross 682-319-6546) and BNSF’s Signal Supervisor (Theron Griffith 580-235-2589) . All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating.

• 1.07.02 The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings. If the obstruction is a utility and the owner of the utility can be identified, then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind, no work must be performed until the exact location has been determined. There will be no exceptions to these instructions.

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1.07.03 All excavations must be conducted in compliance with applicable OSHA regulations and, regardless of depth, must be shored where there is any danger to tracks, structures or personnel.

1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible.

1.08 Hazardous Waste, Substances and Material Reporting:

1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non-containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties: and

(c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release.

1.09 Personal Injury Reporting

1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project.

The Non-Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352-7595 and to the Railway’s Project Representative no later than the close of shift on the date of the injury.

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NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION

(If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that injuries relate to that specific event.)

Injured Person Type:

Passenger on train (C) Non-employee (N) (i.e., emp of another railroad, or, non-BNSF emp involved in vehicle accident, including company vehicles)

Contractor/safety sensitive (F) Contractor/non-safety sensitive (G)

Volunteer/safety sensitive (H) Volunteer/other non-safety sensitive (I)

Non-trespasser (D) - to include highway users involved in highway rail grade crossing accidents who did not go around or through gates

Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around or through gates

Non-trespasser (J) - Off railroad property

If train involved, Train ID:

Transmit attached information to Accident/Incident Reporting Center by:

Fax 1-817-352-7595 or by Phone 1-800-697-6736 or email to: Accident-Reporting.Center@BNSF.com AND COPY TO: ROADMASTER & MANAGER PUBLIC PROJECTS Tim.Huya@BNSF.com

Officer Providing Information:

(Name) (Employee No.) (Phone #)

REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM

DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 83 U.S.C. 490

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NON-EMPLOYEE PERSONAL INJURY DATA COLLECTION

INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IT IS NOT

INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY.

1. Accident City/St: 2. Date: Time:

County: 3. Temperature: 4. Weather:

(if non BNSF location)

Mile Post / Line Segment:

5. Driver’s License No (and state) or other ID: SSN (required):

6. Name (last, first, mi):

7. Address: City: St: Zip:

8. Date of Birth: and/or Age: Gender:

(if available)

Phone Number: Employer:

9. Injury: 10. Body Part:

(i.e., Laceration, etc.) (i.e., Hand, etc.)

11. Description of Accident (To include location, action, result, etc.):

12. Treatment:

First Aid Only

Required Medical Treatment

Other Medical Treatment

13. Dr. Name: Date:

14. Dr. Address:

S…