oklahoma department of transportation · 2020. 9. 23. · oklahoma department of transportation...

Oklahoma Department of TransportationNotice to Contractors - October 15, 2020 10:30 A.M. Bid Opening

Plans and proposals for this bid opening will be ready for sale on September 24, 2020. The order formincluded in this notice may be used to order plans and proposals. Please indicate the proposals in whichyou are interested and email your requests to: [email protected]. If ordering plans only, please contactthe Print Services Branch at 521-2586. No bidding proposals will be issued to any Contractor afterOctober 14, 2020 10:30 A.M.. The cost for each bidding proposal is $50.00 + tax. State StandardSpecifications may be purchased by contacting Office Services Division. No refunds will be made forbidding 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: http://www.okladot.state.ok.us/contracts/index.htm

Bids must be prepared as directed by the State Standard Specifications. Unless otherwise specified, bidsfor all projects must be submitted over the internet to Bid Express (http://www.bidx.com) usingAASHTOware Project Bids (https://bids.cloverleaf.net). Instructions for using Bid Express, Project Bids,and the electronic bidding process are available from the Office Engineer Division.

Any firm bidding a project as a joint venture must complete the "Request for Joint Venture" form, which isposted on the ODOT website, prior to the bid opening.

Unless otherwise specified in the proposal, all bids must be submitted with a proposal guaranty equal to5% of the bid total. Bids submitted electronically must have their bid bonds verified electronically throughthe electronic bidding system. Written bids must have their bond stapled to the back of the proposal. Inlieu of a bid bond, a certified/cashier's check made payable to the Oklahoma Department ofTransportation may be submitted as a proposal guaranty. Checks must be delivered to Office EngineerDivision prior to the bid opening. Proposal checks will be held or returned by the Department as perSubsection 103.04 of the State Standard Specifications.

Submit any questions or concerns to the Office Engineer Division via: - Email: [email protected] - Phone: (405) 521 - 2625Please include the words “ Pre-bid question(s)” along with the call order and the bid opening date of theproject in question in the subject line of the correspondence.

The Oklahoma Department of Transportation (ODOT) ensures that no person or groups of persons shall,on the grounds of race, color, sex, religion, national origin, age, disability, retaliation or geneticinformation, be excluded from participation in, be denied the benefits of, or be otherwise subjected todiscrimination under any and all programs, services, or activities administered by ODOT, its recipients,sub-recipients, and contractors. To request an accommodation please contact the ADA Coordinator at405-521-4140 or the Oklahoma Relay Service at 1-800-722-0353. If you have any ADA or Title VIquestions email [email protected].

If a bidder is unable to submit an electronic bid due to conditions out of their control, such as, a disablednetwork server, power outage, or other unforeseen emergency, the bidder must request and receiveapproval to submit a paper bid. This written approval should include the justification for the request andbe taken to the Office Engineer for signature prior to the bid opening. Once signed, include the approvalform with the submitted bid. Ensure the sealed bid is delivered to Office Engineer Division prior to thescheduled bid opening.

For projects that require a DBE commitment, only DBE firms listed for the respective bid opening monthare eligible for DBE credit. Visit https://okdot.gob2g.com for a list of eligible DBEs.

Oklahoma Departent of Transportation

Notice to Contractors - October 15, 2020, 10:30 A.M.

200303Contract ID:

J/P No.:

DBE Goal:

Project No.:

Calendar Days:Call Order:

Counties:

Contract Description:

105

3.00

RESURFACE (ASPHALT)COUNTY ROAD (NS-162): FROM THE US-270 JUNCTION, EXTEND NORTHNEAR SLAPOUT.PROJECT LENGTH = 2.900 MILES

BEAVER

60

32855(04) STP-204C(034)CI

Section 0001 - ROADWAY

Line No. Item No. Description Quantity

0010 202(D) 0184 UNCLASSIFIED BORROW CY2,000.00

0020 202(H) 0185 EARTHWORK LSUM1.00

0030 221(C) 2801 TEMPORARY SILT FENCE LF610.00

0040 221(F) 0100 TEMPORARY SILT DIKE LF150.00

0050 230(A) 2806 SOLID SLAB SODDING SY935.00

0060 233(A) 2817 VEGETATIVE MULCHING AC0.50

0070 402(A) 0217 TRAFFIC BOUND SURFACE COURSE TYPE A TON949.00

0080 407(B) 0250 TACK COAT GAL5,714.00

0090 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) TON3,963.00

0100 411(D) 5975 SUPERPAVE, TYPE S5(PG 64-22 OK) TON2,807.00

0110 411(H) 6210 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) TON250.00

0120 412 5267 COLD MILLING PAVEMENT SY1,223.00

0130 509(A) 0325 H.E.S. CONCRETE CLASS AA CY223.00

0140 509(D) 0325 CLASS C CONCRETE CY20.00

0150 601(H) 1395 TYPE IV GROUTED RIPRAP SY45.00

0160 613(A) 0493 30" R.C.PIPE CLASS III LF380.00

0170 613(L) 5732 30" PREFAB. CULVERT END SECTION, ROUND EA4.00

0180 613(M) 7188 TYPE C4 CULVERT END TREATMENT EA6.00

0190 613(M) 7193 TYPE CC4 CULVERT END TREATMENT EA2.00

0200 613(V) 1180 TRENCH EXCAVATION CY375.00

0210 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS LSUM1.00

0220 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) LF102.00

Section 0002 - TRAFFIC


0230 850(A) 8110 SHEET ALUMINUM SIGNS SF30.00

0240 851(C) 8324 2" SQUARE TUBE POST LF90.00

0250 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) LF30,000.00

0260 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF SD360.00

0270 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF SD246.00

0280 880(C) 8830 CONSTRUCTION BARRICADES(TYPE I) SD360.00

0290 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) SD440.00

0300 880(E) 8860 WARNING LIGHTS(TYPE A) SD420.00

0310 880(G) 8890 CHANNELIZER CONES SD600.00



0320 880(I) 8902 FLAGGER SD21.00

0330 880(W) 8800 PILOT CAR LSUM1.00

0340 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN SD30.00

Section 0003 - STAKING


0350 642(B) 0096 CONSTRUCTION STAKING LEVEL II LSUM1.00

Section 0004 - CONSTRUCTION


0360 641 1399 MOBILIZATION LSUM1.00



200304Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


110

3.50

BRIDGE AND APPROACHESCOUNTY ROAD (NS-254): OVER WEAVERS CREEK, 3.0 MILES SOUTH OFTHEUS-270 JUNCTION NEAR WATONGA.PROJECT LENGTH = 0.161 MILE

BLAINE

90

31144(04) STP-206C(066)CI



0010 201(A) 0102 CLEARING AND GRUBBING LSUM1.00


0030 221(C) 2801 TEMPORARY SILT FENCE LF1,100.00


0050 230(A) 2806 SOLID SLAB SODDING SY8,600.00


0070 303(A) 2100 AGGREGATE BASE TYPE A CY521.00

0080 408 5774 PRIME COAT GAL482.00


Section 0002 - BRIDGE 'A' - NBI NO. 19450


0100 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON CY320.00

0110 501(F) 6352 GRANULAR BACKFILL CY280.00

0120 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) LF299.00

0130 504(D) 6239 CONCRETE RAIL (TR3) LF260.50

0140 506(A) 1322 STRUCTURAL STEEL LB380.00

0150 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY EA4.00

0160 507(B) 6176 WEATHERING STEEL EXPANSION BEARINGASSEMBLY

EA4.00

0170 509(A) 1326 CLASS AA CONCRETE CY67.10

0180 509(B) 1328 CLASS A CONCRETE CY172.60

0190 511(A) 1332 REINFORCING STEEL LB38,760.00

0200 514(A) 6010 PILES, FURNISHED (HP 10X42) LF186.00


0220 514(B) 6292 PILES, DRIVEN (HP 10X42) LF186.00


0240 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) EA1.00

0250 601(B) 1353 TYPE I-A PLAIN RIPRAP TON2,109.00

0260 601(C) 1355 TYPE I-A FILTER BLANKET TON661.00

0270 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND LF66.00

0280 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. LF40.00

0290 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE LSUM1.00



0300 623(A) 1418 BEAM GUARDRAIL W-BEAM SINGLE LF75.00

0310 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) EA1.00

0320 623(F) 6033 GUARDRAIL ANCHOR UNIT (TYPE II) EA3.00




0340 880(B) 8824 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF SD1,080.00

0350 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) SD1,350.00

0360 880(E) 8860 WARNING LIGHTS(TYPE A) SD1,890.00






0380 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT LSUM1.00




200305Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


115

SAFETY IMPROVEMENT (CENTERLINE RUMBLE STRIP AND PAVEMENTMARKING)US-70/US-81/US-177/US-183/US-281/US-283/SH-7/SH-8/SH-19/SH-36/SH-54/SH-76:AT MULTIPLE LOCATIONS IN DIVISION III, IV, V, AND VII.PROJECT LENGTH = 0.000 MILE

CADDO, CANADIAN, CARTER, COMANCHE, GRADY, JACKSON,JEFFERSON, KIOWA, MCCLAIN, MURRAY, STEPHENS, TILLMAN,WASHITA

30

34446(04) HSIPG-208F(096)TR

Section 0001 - TRAFFIC CONTROL


0010 857(E)9630 (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-2 EA1,000.00

0020 876(A)3210 (PL)TRUCK MOUNTED ATTENUATOR SD30.00

0030 880(B)6310 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF SD60.00


0050 880(E)6600 WARNING LIGHTS(TYPE A) SD180.00

0060 882(A)8210 PORT.CHANGEABLE MESSAGE SIGN SD88.00

Section 0002 - TRAFFIC SIGNING AND STRIPING


0070 413(F)4700 SINUSOIDAL RUMBLE STRIP LF912,245.00

0080 805(A)3204 REMOVAL OF CLASS C PAVEMENT MARKERS EA500.00

0090 856(A)8232 TRAF. STR(MULT.)(AW)(INLAID)(6" WIDE) LF2,083,376.00

Section 0003 - MOBILIZATION





200306Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


125

BRIDGE REHABILITATIONUS-81: OVER NORTH CANADIAN RIVER, 2.1 MILESNORTH OF THE SH-66 JUNCTION NEAR EL RENO.PROJECT LENGTH = 0.194 MILE

CANADIAN

300

32762(04) SBR-011N(104)SB



0010 202(A) 0183 UNCLASSIFIED EXCAVATION CY590.00


0030 205(A) 4229 TYPE A-SALVAGED TOPSOIL LSUM1.00




0070 307(K) 4300 STABILIZED SUBGRADE SY1,633.00

0080 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E TON220.00

0090 407(B) 0250 TACK COAT GAL240.00

0100 411(B) 5945 SUPERPAVE, TYPE S3(PG 64-22 OK) TON645.00

0110 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) TON625.00


0130 413(A) 4861 RUMBLE STRIP-METHOD HMA-CON LF836.00


0150 613(B) 0689 18" CORR. GALV. STEEL PIPE LF380.00

0160 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT SY2,368.00

0170 619(B) 4780 REMOVAL OF GUARDRAIL LF947.00

0180 619(C) 0924 SAWING PAVEMENT LF850.00

0190 623 0100 (PL)GUARDRAIL CURBING EA4.00


0210 623(G) 8590 GUARDRAIL END TREATMENT (31") EA4.00

0220 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") EA4.00

0230 853 9066 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) EA12.00

0240 871(A) 8330 (PL) IMPACT ATTENUATOR EA2.00

Section 0002 - BRIDGE "A" - NBI NO.18608



0260 501(G) 6309 CLSM BACKFILL CY300.00

0270 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) LF3,002.90

0280 504(A) 1304 APPROACH SLAB SY331.70

0290 504(B) 1305 SAW-CUT GROOVING SY3,511.90

0300 504(C) 6250 SEALED EXPANSION JOINT LF253.80

0310 504(D) 6245 CONCRETE RAIL (TR4) LF1,328.50



0320 506(A) 1322 STRUCTURAL STEEL LB3,550.00

0330 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY EA30.00

0340 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA30.00

0350 509 5000 ELASTOMERIC COATING SF1,912.90




0390 511(B) 6010 EPOXY COATED REINFORCING STEEL LB325,160.00


0410 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY2,321.30

0420 545 4800 (PL)REPLACE BRIDGE ITEMS LSUM1.00



0450 619(B) 2500 REMOVAL OF BRIDGE ITEMS LSUM1.00




0470 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) LF8,500.00

0480 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) LF8,500.00

0490 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR SD60.00

0500 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER LF2,800.00

0510 878(B) 8487 MODULAR GLARE SCREEN (TEMPORARY) SD210,000.00

0520 880(A) 8812 ARROW DISPLAY(TYPE C) SD6,000.00

0530 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF SD30,000.00





0580 880(F) 8878 DRUMS SD42,000.00










200307Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


130

BRIDGE PAINTINGCOUNTY ROADS (EW-207/EW-208): OVER US-70/US-271, 0.9 MILESAND 2.2 MILES SOUTH OF THE US-70 BUSINESS NEAR HUGO.PROJECT LENGTH = 0.00 MILE

CHOCTAW

60

34278(04) STP-NBIP(533)3B



0010 512 3110 CLEANING AND PAINTING BRIDGE METAL RAIL LF322.50

0020 512(A)3200 PAINTING EXISTING STRUCTURES LSUM1.00

0030 512(B)3300 COLLECTION AND HANDLING OF WASTE LSUM1.00

Section 0002 - BRIDGE 'B' - NBI NO. 17272


0040 512 3110 CLEANING AND PAINTING BRIDGE METAL RAIL LF322.50

0050 512(A)3200 PAINTING EXISTING STRUCTURES LSUM1.00

0060 512(B)3300 COLLECTION AND HANDLING OF WASTE LSUM1.00




0080 880(A)6220 ARROW DISPLAY(TYPE C) SD120.00

0090 880(B)6300 CONSTRUCTION SIGNS 0 TO 6.25 SF SD1,152.00


0110 880(B)6320 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF SD1,152.00

0120 880(C)6410 CONSTRUCTION BARRICADES(TYPE III) SD432.00

0130 880(C)6420 WING BARRICADES SD288.00


0150 880(F)6700 DRUMS SD1,008.00

0160 880(G)6805 CHANNELIZER CONES SD432.00

0170 880(I)7000 FLAGGER SD144.00







200308Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


135

JOINT SEAL/REPAIRUS-70: OVER US-271, 2.7 MILES WEST OF THE US-70 BUSINESSJUNCTION, NEAR HUGO.PROJECT LENGTH = 0.00 MILE

CHOCTAW

60

34778(04) STP-212F(053)3B



0010 856(A)8204 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) LF900.00

0020 871(B)2300 CONST.ZONE IMPACT ATTEN. SD90.00

0030 877(B)4300 DELIVER PORTABLE LONGITUDINAL BARRIER LF800.00

0040 877(C)4400 RELOCATION OF PORT. LONGITUDINAL BARRIER LF1,800.00

0050 880(A)6220 ARROW DISPLAY(TYPE C) SD90.00

0060 880(B)6300 CONSTRUCTION SIGNS 0 TO 6.25 SF SD3,024.00



0090 880(C)6410 CONSTRUCTION BARRICADES(TYPE III) SD540.00

0100 880(C)6420 WING BARRICADES SD360.00

0110 880(E)6600 WARNING LIGHTS(TYPE A) SD8,208.00

0120 880(F)6700 DRUMS SD3,780.00

0130 880(G)6805 CHANNELIZER CONES SD3,240.00

0140 880(L)7310 (SP) TRAFFIC SURVEILLANCE, OHP (NON-BID) HOUR100.00




0160 501(B)1300 SUBSTRUCTURE EXCAVATION COMMON CY55.00

0170 501(G)1800 CLSM BACKFILL CY50.10

0180 504(A)5200 APPROACH SLAB SY150.20

0190 504(B)5300 SAW-CUT GROOVING SY117.90

0200 504(D)5420 CONCRETE RAIL (TR4) LF59.90

0210 506(A)7200 STRUCTURAL STEEL LB330.00

0220 509(A)0210 CLASS AA CONCRETE CY2.10

0230 511 2100 MECHANICAL SPLICES EA38.00

0240 511(B)2310 EPOXY COATED REINFORCING STEEL LB480.00

0250 515(A)7200 WATER REPELLENT (VISUALLY INSPECTED) SY28.00

0260 518(B)0300 SEALED EXPANSION JOINTS LF47.00

0270 518(C)0400 RAPID CURE JOINT SEALANT LF45.00

0280 518(D)0500 ELASTOMERIC MORTAR CF5.00

0290 523(A)3200 SEALER CRACK PREPARATION LF51.00

0300 523(B)3300 SEALER RESIN GAL0.40

0310 523(C)3400 DECK AREA SEALED (FLOODCOATS) SY823.00



0320 535 7100 CORROSION INHIBITOR(SURFACE APPLIED) SY5.00

0330 535 7140 MASTIC ASPHALT JOINT MATERIAL CF43.00

0340 619(B)6308 REMOVAL OF BRIDGE ITEMS EA1.00

Section 0003 - BRIDGE 'B' - NBI NO. 17289


0350 501(B)1300 SUBSTRUCTURE EXCAVATION COMMON CY50.00

0360 501(G)1800 CLSM BACKFILL CY44.60

0370 504(A)5200 APPROACH SLAB SY133.60

0380 504(B)5300 SAW-CUT GROOVING SY102.50

0390 504(D)5420 CONCRETE RAIL (TR4) LF59.90

0400 506(A)7200 STRUCTURAL STEEL LB270.00

0410 509(A)0210 CLASS AA CONCRETE CY1.80


0430 511(B)2310 EPOXY COATED REINFORCING STEEL LB430.00

0440 515(A)7200 WATER REPELLENT (VISUALLY INSPECTED) SY28.00

0450 518(B)0300 SEALED EXPANSION JOINTS LF42.00

0460 518(C)0400 RAPID CURE JOINT SEALANT LF21.00

0470 523(A)3200 SEALER CRACK PREPARATION LF46.00

0480 523(B)3300 SEALER RESIN GAL0.40

0490 523(C)3400 DECK AREA SEALED (FLOODCOATS) SY732.00

0500 535 7100 CORROSION INHIBITOR(SURFACE APPLIED) SY4.00

0510 619(B)6308 REMOVAL OF BRIDGE ITEMS EA1.00






200309Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


145

2.50

GRADE, DRAIN, AND SURFACECOUNTY ROAD (EAST SOUTHGATE ROAD): FROM 0.1 MILES EASTOF THE US-81 JUNCTION, EXTEND EAST IN ENID.PROJECT LENGTH = 1.820 MILES

GARFIELD

150

32843(04) STP-224C(077)CI




0020 202(A) 0183 UNCLASSIFIED EXCAVATION CY20,379.18





0070 227 0300 (SP)TURF REINFORCEMENT MAT SY376.00




0110 307(C) 4220 PORTLAND CEMENT TON516.50

0120 307(E) 4240 CEMENTITIOUS STABILIZED SUBGRADE SY35,862.78

0130 311(D) 0154 PROCESSING EXISTING BASE & SURFACE, METHODD

LF9,823.00

0140 317 4270 CEMENT TREATED BASE SY1,200.00


0160 407(B) 0250 TACK COAT GAL3,242.63

0170 408 5774 PRIME COAT GAL12,049.50

0180 411(B) 5940 SUPERPAVE, TYPE S3(PG 70-28 OK) TON5,240.18



0210 414(B) 5725 DOWEL JOINTED P.C. CONCRETEPAVEMENT(PLACEMENT )

SY1,120.00

0220 414(G) 5275 P.C. CONCRETE FOR PAVEMENT CY248.89




0260 509(D) 0325 CLASS C CONCRETE CY1,000.00


0280 601(A) 0297 TYPE I PLAIN RIPRAP TON73.00

0290 601(H) 1395 TYPE IV GROUTED RIPRAP SY149.50

0300 611(A) 2657 MANHOLE (4' DIAMETER) EA2.00

0310 611(G) 5112 INLET CI DES. 2 (STD) EA1.00

0320 611(G) 6002 INLET (SMD-TYPE 2) EA2.00





0350 613(A) 4497 36" X 22" R.C.PIPE ARCH CLASS A-III LF179.00




0390 613(EE) 5610 (SP) 18" CORRUGATED POLYPROPYLENE PIPE LF301.00





0440 613(M) 7150 TYPE A3 CULVERT END TREATMENT EA9.00

0450 613(M) 7151 TYPE B3 CULVERT END TREATMENT EA8.00


0470 613(M) 7153 TYPE D3 CULVERT END TREATMENT EA2.00

0480 613(M) 7157 TYPE CC3 CULVERT END TREATMENT EA4.00

0490 613(M) 7158 TYPE DD3 CULVERT END TREATMENT EA2.00

0500 613(M) 7162 TYPE CCC3 CULVERT END TREATMENT EA2.00



0530 624(C) 7181 FENCE-STYLE SWF (6 BARBED WIRE) LF11,104.00




0550 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) LF38,520.00

0560 855(A) 8813 TRAFFIC STRIPE(PLASTIC)(6" WIDE) LF668.00
















200310Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


150

BRIDGE REHABILITATIONUS-60: OVER TURKEY CREEK, 1.3 MILES EAST OF THE MAJOR COUNTYLINE NEAR LAHOMA.PROJECT LENGTH = 0.00 MILE

GARFIELD

180

33752(04) SBR-224N(082)SB




0020 202(D) 0184 UNCLASSIFIED BORROW CY248.00




0060 407(B) 0250 TACK COAT GAL240.00



0090 415 6300 CONCRETE JOINT SEALING LF888.00

0100 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT SY120.00

0110 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT SY535.00



0140 623(G) 8571 GUARDRAIL END TREATMENT (GET) EA2.00




0160 501(E) 6354 SELECT BACKFILL CY400.00


0180 502 6116 (PL)FALSEWORK JACKING LSUM1.00


0200 504(B) 1305 SAW-CUT GROOVING SY631.40


0220 504(E) 1381 CONCRETE PARAPET LF243.20

0230 504(G) 6390 RAPID CURE JOINT SEALANT LF1,243.40

0240 504(J) 6400 PREFORMED SILICONE FOAM JOINT LF69.20











0330 512(A) 1323 PAINTING EXISTING STRUCTURES LSUM1.00

0340 512(B) 6303 COLLECTION AND HANDLING OF WASTE LSUM1.00

0350 513(B) 6019 CLASS B BRIDGE DECK REPAIR SY30.00

0360 513(C) 6020 CLASS C BRIDGE DECK REPAIR SY30.00

0370 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY308.00

0380 520(A) 6058 PREPARATION OF CRACKS, ABOVE WATER LF12.00

0390 520(C) 6060 EPOXY RESIN, ABOVE WATER GAL1.00

0400 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) SY47.40

0410 540 4501 (PL)REPAIR BRIDGE ITEMS SY31.50

0420 540 4515 (PL)REPAIR BRIDGE ITEM (TYPE A) EA3.00

0430 540 4522 (PL)REPAIR BRIDGE ITEM (TYPE B) LF100.00

0440 540 4535 (PL)REPAIR BRIDGE ITEM (TYPE C) EA10.00

0450 601(A) 1351 TYPE I PLAIN RIPRAP TON2,360.00


Section 0003 - BRIDGE "B" - NBI NO.21339







0520 504(H) 6389 ELASTOMERIC MORTAR CF2.00















0650 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) LF5,881.00


0670 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. SD180.00

0680 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER LF600.00

0690 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINALBARRIER

LF600.00


Notice to Contractors - October 15, 2020, 10:30 A.M.0690 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINAL

BARRIERLF600.00

0700 880(A) 8812 ARROW DISPLAY(TYPE C) SD180.00






0760 880(F) 8878 DRUMS SD2,160.00










200300Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


155

3.50

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)SH-29/SH-74: SH-29, FROM 0.1 MI WEST OF SH-74 EXTEND EAST. SH-74,FROM 0.1 MI S.OF SH-29 EXTEND NORTH IN ELMORE CITY.PROJECT LENGTH = 0.738 MILE

GARVIN

90

32922(04) STP-225C(082)AD




0020 202(E) 0186 SELECT BORROW CY89.00



0050 221(H) 0450 (PL)TEMPORARY INLET SEDIMENT FILTER EA6.00

0060 229 4318 DITCH LINER PROTECTION LF40.00



0090 411(D) 5975 SUPERPAVE, TYPE S5(PG 64-22 OK) TON20.00

0100 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) SY564.00



0130 504(F) 6006 HANDRAILING LF142.00


0150 609(B) 1501 1'-8" COMB. CURB & GUTTER (6" MNTBLE) LF261.00

0160 609(B) 1513 1'-8" COMB. CURB & GUTTER (6" BARRIER) LF2,327.00

0170 610(A) 0602 4" CONCRETE SIDEWALK SY2,367.00

0180 610(A) 0605 6" CONCRETE SIDEWALK SY470.00

0190 610(B) 0604 6" CONCRETE DRIVEWAY SY764.00

0200 610(I) 4610 TACTILE WARNING DEVICE-NEW SF302.00

0210 611(C) 4215 REPLACEMENT OF MANHOLE FRAME & COVER EA2.00

0220 612(E) 0647 VALVE BOXES ADJUST TO GRADE EA4.00

0230 619(B) 4726 REMOVAL OF CURB AND GUTTER LF114.00



0260 619(B) 4763 REMOVAL OF CONCRETE PAVEMENT W/ASPHALTOVERLAY

SY125.00

0270 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY SY592.00

0280 619(B) 4767 REMOVAL OF ASPHALT DRIVEWAY SY421.00

0290 619(B) 4791 REMOVAL OF CURB LF1,952.00

0300 619(B) 4792 REMOVAL OF SIDEWALK SY1,899.00







0330 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) LF216.00




0370 880(C) 8836 CONSTRUCTION BARRICADES(TYPE II) SD720.00


0390 880(C) 8848 WING BARRICADES SD3,750.00


0410 880(F) 8878 DRUMS SD6,300.00

0420 880(G) 8890 CHANNELIZER CONES SD900.00










200311Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


160

0.00

SAFETY IMPROVEMENT (CENTERLINE RUMBLE STRIP AND PAVEMENTMARKING)US-60/US-64/US-81/US-169/SH-11/SH-28/SH-33/SH-167: AT MULTIPLELOCATIONS IN DIVISION IV AND VIII.PROJECT LENGTH = 0.000 MILES

GRANT, CREEK, KAY, MAYES, NOWATA, OSAGE, PAWNEE,ROGERS

20

34453(04) HSIPG-227F(047)TR



0010 857(E)9630 (PL)CONST.ZONE PAV.MKRS(FLEX TAB)TYP.2-2 EA1,000.00


0030 880(B)6300 CONSTRUCTION SIGNS 0 TO 6.25 SF SD40.00






0070 413(F)4700 SINUSOIDAL RUMBLE STRIP LF747,145.00

0080 805(A)3204 REMOVAL OF CLASS C PAVEMENT MARKERS EA500.00

0090 856(A)8232 TRAF. STR(MULT.)(AW)(INLAID)(6" WIDE) LF1,639,540.00

Section 0003 - MOBILIZATION





200312Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


165

3.50

BRIDGE AND APPROACHESCOUNTY ROAD (EW-151): OVER UNNAMED CREEK, 4.0 MILES WESTOF THE SH-44/US-283 JUNCTION NEAR MANGUM.PROJECT LENGTH = 0.043 MILE

GREER

75

32325(04) STP-228D(019)CI










0080 613(B) 4528 28" X 20" CORR. GALV. STEEL PIPE ARCH LF78.00




0120 853 9024 DELINEATORS(TYPE 1, CODE 1) EA4.00




0140 501(A) 1306 STRUCTURAL EXCAVATION UNCLASSIFIED CY99.00



0170 601(B) 1353 TYPE I-A PLAIN RIPRAP TON743.00














200313Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


170

2.00

RESURFACE (ASPHALT)COUNTY ROAD (NS-359): FROM THE SH-78 JUNCTION,EXTEND NORTH NEAR TISHOMINGO.PROJECT LENGTH = 5.292 MILES

JOHNSTON

60

32331(04) STP-235C(052)CI












0100 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E TON1,708.00

0110 407(D) 0401 (SP) NT TACK MATERIAL GAL11,384.00

0120 408 5774 PRIME COAT GAL528.00

0130 409(A) 4242 FABRIC REINFORCEMENT SY1,350.00








0210 611(G) 6006 INLET (SMD-TYPE 2B) EA1.00


0230 613(S) 1186 STANDARD BEDDING MATERIAL, CLASS B CY82.00

0240 613(V) 1180 TRENCH EXCAVATION CY195.00



0270 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") EA1.00











0340 880(G) 8890 CHANNELIZER CONES SD6,900.00

0350 880(I) 8902 FLAGGER SD120.00

0360 880(W) 8800 PILOT CAR LSUM1.00



0370 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS EA1.00


0390 856(A) 8555 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) LF84.00










200314Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


175

2.50

BRIDGE AND APPROACHESCOUNTY ROAD (EW-67): OVER TURKEY CREEK, 2.5 MILESWEST OF THE US-81 JUNCTION NEAR HENNESSEY.PROJECT LENGTH = 0.284 MILE

KINGFISHER

120

28439(04) STP-237D(051)CI

















0150 623(F) 4446 GUARDRAIL ANCHOR UNIT (TYPE A) EA2.00


Section 0002 - BRIDGE



0180 501(F) 6352 GRANULAR BACKFILL CY66.00

0190 503(A) 1311 PRESTRESSED CONCRETE BEAMS (TYPE II) LF238.00

0200 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) LF224.00






EA9.00











0340 516(A) 6094 DRILLED SHAFTS 48" DIAMETER LF172.00




















200199Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


180

5.50

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)CITY STREETS (DIVISION ST/NOBLE AVE): DIVISION ST, FROMINDUSTRIAL RD EXT N. NOBLE AVE, FROM DIVISION ST EXT E.PROJECT LENGTH = 1.730 MILES

LOGAN

180

32953(04) STP-242B(073)AD






0040 221(D) 2803 TEMPORARY SEDIMENT FILTER EA18.00




0080 412 5267 COLD MILLING PAVEMENT SY171.00



0110 504(F) 6006 HANDRAILING LF130.00


0130 510(A) 6333 RETAINING WALL SY167.00



0160 609(C) 4810 CONCRETE HEADER CURB (8"X 18") LF1,650.00



0190 610(B) 0399 6" CONCRETE DRIVEWAY (H.E.S.) SY2,266.00


0210 611(G) 4012 SPECIAL INLET DRAIN EA2.00

0220 612(D) 0646 INLET REBUILT EA2.00


0240 612(I) 0652 WATER METER RESET EA5.00


0260 619(B) 4726 REMOVAL OF CURB AND GUTTER LF3,131.00


0280 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY SY2,090.00


0300 619(C) 0924 SAWING PAVEMENT LF3,356.00

0310 622(A) 4445 2" PIPE RAILING LF250.00





0320 629(A) 4958 MAILBOX INSTALLATION-SINGLE EA11.00

0330 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION EA11.00

0340 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS EA1.00


0360 851(C) 8327 2 1/4" SQUARE TUBE POST LF426.00

0370 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) LF108.00

















200315Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


185

2.00

RESURFACE (ASPHALT)COUNTY ROAD (NS-271): FROM THE US-412 JUNCTION,EXTEND SOUTH NEAR RINGWOOD.PROJECT LENGTH = 3.014 MILES

MAJOR

90

32832(04) STP-247C(029)CI











0090 307(C) 4220 PORTLAND CEMENT TON108.58


0110 325 5400 ADHESIVE ASPHALT MEMBRANE (12? WIDE) LF22,260.00


0130 407(B) 0250 TACK COAT GAL4,479.85

0140 408 5774 PRIME COAT GAL3,026.97




0180 411(G) 6160 SUPERPAVE, TYPE S5(PATCH)(PG64-22OK) TON522.00

0190 411(J) 6410 (SP) RICH INTERMEDIATE LAYER TON2,735.97



0220 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES CY5.60





0270 611(G) 5705 INLET CDI RCP DES. 2 EA2.00

0280 611(L) 0487 JUNCTION BOXES CF76.75




















0460 619(B) 4822 REMOVAL OF RAILROAD LF73.00






0500 880(A) 8806 ARROW DISPLAY(TYPE B) SD90.00
















200316Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


190

3.50

BRIDGE AND APPROACHESCOUNTY ROADS (EW-141 (180TH STREET) / NS-299): EW-141, OVERTRIBUTARY TO LAFLIN CREEK 1.7 MILES WEST OF SH-76.NS-299, FROM EW-141 EXTEND NORTH NEAR CRINER.PROJECT LENGTH = 0.354 MILE

MCCLAIN, GRADY

150

33067(04) STP-244D(071)CI








0060 228 4170 NYLON EROSION CONTROL MAT SY3,450.00




0100 310(B) 0149 SUBGRADE, METHOD B SY5,172.00


0120 408 5774 PRIME COAT GAL1,849.00









0210 613(L) 4516 28" X 20" PREFAB. CULVERT END SECTION, ARCH EA8.00





0260 624(H) 5920 (PL) GATE EA1.00

0270 629(E) 5048 REMOVE AND RESET MAILBOX EA7.00








200317Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


195

2.50

BRIDGE AND APPROACHESCOUNTY ROAD (NS-461): OVER EAST FORK GLOVER RIVER,1.7 MILES NORTHWEST OF US-259 NEAR BATTIEST.PROJECT LENGTH = 0.511 MILE

MCCURTAIN

180

31276(04) STP-245C(065)CI










0080 241 2832 MOWING AC4.61

0090 303(A) 2100 AGGREGATE BASE TYPE A CY1,931.00

0100 325 5271 SEPARATOR FABRIC SY11,046.00


0120 407(B) 0250 TACK COAT GAL602.00

0130 408 5774 PRIME COAT GAL2,105.00












0250 619(B) 4725 REMOVAL OF FENCE LF1,241.00













0340 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) LF458.67





















0530 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) LF458.67







EA4.00








0670 514(K) 6260 (PL)PILOT HOLES LF210.00


















0810 880(F) 8878 DRUMS SD28,440.00










200318Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


200

3.00

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)US-266: FROM THE NW 6TH STREET JUNCTION, EXTEND EAST INCHECOTAH.PROJECT LENGTH = 0.495 MILE

MCINTOSH

100

32839(04) STP-246C(047)AD













0110 609(B) 1526 2'-8" COMB. CURB & GUTTER (8" BARRIER) LF262.00







0180 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT SY1,849.00













0290 880(F) 8878 DRUMS SD2,000.00



200319Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


205

2.50

PEDESTRIAN IMPROVEMENTS (TRAIL CONSTRUCTION) WEST RIVERTRAIL AND WILL ROGERS TRAIL AMENITIES: AT MULTIPLE LOCATIONS INOKLAHOMA CITY. PROJECT LENGTH = 0.00 MILE

OKLAHOMA

150

33275(04) TAP-255D(527)AG

Section 0001 - Roadway



0020 202(D) 4781 UNCLASSIFIED BORROW (TOPSOIL) CY12.00



0050 221(H) 0450 (PL)TEMPORARY INLET SEDIMENT FILTER EA1.00


0070 231(A) 4567 TREES EA7.00

0080 231(B) 4568 SHRUBS EA92.00






0140 610(J) 4900 (PL) LANDSCAPE PAVERS SF116.00

0150 616(B) 5214 3/4" POLYVINYL CHLORIDE (PVC) PIPE LF582.00

0160 616(D) 0852 3/4" VALVES EA10.00

0170 616(E) 0878 3/4" CORPORATION STOPS EA5.00

0180 616(F) 5948 METER INSTALLATION 3/4" EA5.00

0190 616(M) 0150 INSTALL WATER LINE LSUM1.00



0220 643 0500 WIRELESS SOLAR LIGHTING EA3.00



0230 104 0600 CONSTRUCTION MISCELLANEOUS EA1.00

0240 231(A) 4567 TREES EA1.00




0260 231(A) 4567 TREES EA12.00












Section 0007 - Traffic







0350 880(H) 8896 CONES(36" LARGE) SD525.00

Section 0008 - Staking



Section 0009 - Construction





200320Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


210

7.50

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)CITY STREETS (SHARTEL AVENUE): FROM NW 10TH STREET, EXTENDSOUTH IN OKLAHOMA CITY.PROJECT LENGTH = 0.161 MILE

OKLAHOMA

105

33277(04) TAP-255D(528)AG






0040 221(G) 0153 TEMPORARY ROCK FILTER DAM TYPE 4 CY3.00


0060 609(B) 0395 2'-8" COMB. CURB & GUTTER (6" BARRIER-NOTCHED)

LF555.00






0120 616 5010 (PL) IRRIGATION SYSTEM LSUM1.00




0160 619(B) 4741 REMOVAL OF DRAINAGE INLETS EA3.00

0170 619(B) 4792 REMOVAL OF SIDEWALK SY272.00










0250 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) LF1,310.00


0270 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS,WORDS. ETC.)

EA16.00

0280 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) EA8.00

0290 856(B) 8870 TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) EA9.00



0300 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) LF2,000.00








0380 880(F) 8878 DRUMS SD3,780.00

0390 880(G) 8900 TUBE CHANNELIZERS EA88.00

0400 880(H) 8896 CONES(36" LARGE) SD1,050.00









200321Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


215

BRIDGE REHABILITATIONI-35: OVER STILLWATER CENTRAL RAILROAD,0.5 MILES SOUTH OF THE I-40 INTERCHANGE INOKLAHOMA CITY.PROJECT LENGTH = 0.00 MILE

OKLAHOMA

150

33746(04) SBR-3500(097)SB





0030 425 5195 DIAMOND GRINDING CONCRETE PAVEMENT SY2,400.00





0060 425 5195 DIAMOND GRINDING CONCRETE PAVEMENT SY2,400.00

Section 0003 - BRIDGE 'A'



0080 501(D) 6353 UNCLASSIFIED BACKFILL CY60.00












0200 510(C) 6137 SLOPE WALL (4") SY211.90














0320 540 4520 (PL)REPAIR BRIDGE ITEM (TYPE B) LSUM1.00


Section 0004 - BRIDGE 'B'























0550 540 4520 (PL)REPAIR BRIDGE ITEM (TYPE B) LSUM1.00




0570 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) DAY60.00



0600 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) EA5.00

0610 856(B) 8880 TRAFFIC STRIPE(MULTI-POLY.)(WORDS) EA5.00



0640 857(F) 8007 PAVEMENT MARKING REMOVAL(ARROWS) EA5.00

0650 857(F) 8008 PAVEMENT MARKING REMOVAL(WORDS) EA5.00






LF1,480.00







0750 880(F) 8878 DRUMS SD8,400.00

0760 880(L) 8920 (SP) TRAFFIC SURVEILLANCE, OHP (NON-BIDDABLE) HOUR1,050.00










200322Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


220

BRIDGE AND APPROACHESSH-18: OVER SALT CREEK, 1.7 MILES NORTH OF THESH-20 JUNCTION NEAR RALSTON.PROJECT LENGTH = 0.967 MILE

OSAGE

210

24262(04) SSP-157B(104)SS











0090 232(A) 2813 SEEDING METHOD A AC17.00


0110 241 2832 MOWING AC59.00


0130 307(B) 4210 CEMENT KILN DUST TON1,516.00

0140 307(D) 4230 LIME TON127.00


0160 307(G) 4260 LIME PRETREATMENT SY7,161.00

0170 326(A) 0100 GEOTEXTILE REINFORCEMENT SY28,182.00


0190 407(B) 0250 TACK COAT GAL4,138.00

0200 408 5774 PRIME COAT GAL19,924.00

















0350 613(P) 0760 18" GALV. STEEL CULVERT END SECTION ROUND EA8.00



0380 619(B) 0291 REMOVAL OF HEADWALL EA2.00








0460 624(B) 4460 GATES-STYLE WWF (4.5'HIGH X 10'LONG) EA2.00



0490 624(B) 4467 GATES-STYLE WWF (4.5'HIGH X 18' LONG) EA2.00


Section 0002 - BRIDGE A - NBI NO. 09529




0530 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) LF1,197.00







0600 507(C) 6282 ELASTOMERIC BEARING PADS EA16.00








0680 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY1,271.00


0700 516(C) 6200 CROSSHOLE SONIC LOGGING EA1.00

0710 523(A) 6550 SEALER CRACK PREPARATION LF163.00

0720 523(B) 6560 SEALER RESIN GAL1.80




















LF300.00





0920 880(C) 8848 WING BARRICADES SD840.00


0940 880(F) 8878 DRUMS SD7,280.00







0970 640(A) 1398 FIELD OFFICE EA1.00




200323Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


225

4.00

BRIDGE AND APPROACHESUS-60: OVER SALT CREEK, 1.5 MILES WEST OF THESH-18 JUNCTION NEAR BURBANK.PROJECT LENGTH = 0.233 MILES

OSAGE

210

29587(04) NHPP-257N(060)SS










0080 232(A) 2813 SEEDING METHOD A AC2.00


0100 241 2832 MOWING AC3.00

0110 407(B) 0250 TACK COAT GAL1,217.00






0170 619(B) 4780 REMOVAL OF GUARDRAIL LF1,510.00





Section 0002 - BRIDGE A - NBI NO. 16805











0310 509 6152 SPECIAL CONCRETE FINISH SY46.00





0340 511 6306 MECHANICAL SPLICES EA1,598.00


















0500 823 8478 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM SD210.00




0540 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) LF500.00

0550 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) LF500.00


0570 870(A) 8485 SAND FILLED IMPACT ATTENUATION MODULE SD420.00



LF650.00






0650 880(D) 8854 VERTICAL PANELS SD840.00


0670 880(F) 8878 DRUMS SD8,400.00










0710 640(A) 1398 FIELD OFFICE EA1.00




200325Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


235

BRIDGE REHABILITATIONCITY STREETS (WESTPORT ROAD/COWSKIN BAY ROAD/BEARS GLENROAD):OVER US-64, 2.2 MILES, 2.7 MILES, AND 7.6 MILES EAST AND SOUTHEASTOFTHE SH-48 JUNCTION IN WESTPORT.PROJECT LENGTH = 0.205 MILE

PAWNEE

150

33451(04) SBR-259N(058)SB
















0120 504(G) 6390 RAPID CURE JOINT SEALANT LF565.00


0140 509 5000 ELASTOMERIC COATING SF616.00



0170 509(G) 6395 PNEUMATICALLY PLACED MALP CONCRETE SY9.00

0180 510(C) 6137 SLOPE WALL (4") SY42.00








0260 521(A) 6210 PNEUMATICALLY PLACED MORTAR SY80.00

0270 523(C) 6570 DECK AREA SEALED (FLOODCOATS) SY905.00

0280 524(A) 6610 (SP)CARBON FIBER-REINFORCED POLYMER SF256.00
















EA1.00




0430 510(C) 6137 SLOPE WALL (4") SY42.00













Section 0004 - BRIDGE "C" - NBI NO.19065












EA3.00























0840 857(E) 8887 (PL)CONSTRUCTION ZONE PAVEMENTMARKERS(FLEX TAB)TYPE 2-1

EA300.00





LF2,100.00








0960 880(F) 8878 DRUMS SD8,810.00

0970 882(A) 8303 PORTABLE CHANGEABLE MESSAGE SIGN EA5.00






200077Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


240

5.00

GRADE, DRAIN, SURFACE, AND BRIDGE SH-39: FROM 3.0 MILES EAST OFTHE SH-102 JUNCTION, EXTEND EAST NEAR ASHER. PROJECT LENGTH =2.880 MILES

POTTAWATOMIE

300

24240(07) STP-163B(212)SS








0006 221(F) 0100 TEMPORARY SILT DIKE LF9,359.00



0009 241 2832 MOWING AC81.00





0014 407(A) 4659 FOG SEAL GAL800.00

0015 407(B) 0250 TACK COAT GAL5,829.00

0016 408 5774 PRIME COAT GAL16,146.00







0023 509(D) 0325 CLASS C CONCRETE CY1,610.00


0025 514(J) 6390 TEMPORARY SHEET PILING LSUM1.00



0028 611(G) 5388 INLET CDI RCB DES. 2 EA1.00

0029 611(G) 5395 INLET CDI RCB DES. 9 EA2.00

0030 611(G) 5706 INLET CDI RCP DES. 3 EA1.00

0031 611(G) 6002 INLET (SMD-TYPE 2) EA9.00

0032 611(H) 5537 ADD'L DEPTH IN INLET CDI RCB DES. 2 VF3.74

0033 611(H) 5544 ADD'L DEPTH IN INLET CDI RCB DES. 9 VF8.31





0036 613(B) 0689 18" CORR. GALV. STEEL PIPE LF1,334.00

0037 613(B) 0690 24" CORR. GALV. STEEL PIPE LF1,114.00













0050 613(T) 1187 STANDARD BEDDING MATERIAL, CLASS C CY1,372.00





0055 624(A) 4281 FENCE-STYLE WWF LF4,982.00



0058 624(E) 4288 FENCE-STYLE CLF (4'HIGH, CLASS A) LF202.00

Section 0002 - BRIDGE "A" - NBI NO. 31151




0061 509(A) 1326 CLASS AA CONCRETE CY1,263.10



Section 0003 - BRIDGE "B" - NBI NO. 31152




0066 509(A) 1326 CLASS AA CONCRETE CY1,051.80





0069 413(A) 4870 RUMBLE STRIP-CENTERLINE HMA-CON LF30,600.00



0070 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC LF71,200.00




0074 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) LF90.00



EA2,060.00

0077 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. SD1,800.00



LF1,975.00







0086 880(F) 8878 DRUMS SD27,900.00

0087 880(G) 8884 TUBE CHANNELIZERS SD14,700.00








0091 640(A) 1426 FIELD OFFICE EA1.00




200326Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


245

2.50

BRIDGE REHABILITATIONUS-271: OVER UNNAMED CREEK AND DUMPLING CREEK,1.6 MILES AND 1.8 MILES SOUTH OF THE INDIAN NATION TURNPIKENEAR ANTLERS.PROJECT LENGTH = 0.299 MILE

PUSHMATAHA

220

27026(04) STP 264B(076)PM











0090 241 2832 MOWING AC6.60


0110 325 5271 SEPARATOR FABRIC SY3,007.00


0130 407(B) 0250 TACK COAT GAL926.00

0140 408 5774 PRIME COAT GAL1,771.00







0210 613(Q) 5946 OUTLET LATERAL HEADWALL EA6.00


















0350 506(A) 4050 STRUCTURAL STEEL M270 GRADE 50W LB148,960.00

0360 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY EA24.00


0380 509 6152 SPECIAL CONCRETE FINISH SY86.00




0420 511(A) 1332 REINFORCING STEEL LB380.00

























0630 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC LF2,648.00












EA56.00








0800 880(F) 8878 DRUMS SD9,460.00


0820 880(M) 8330 (PL)SPEED MONITORING DEVICE EA2.00











200327Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


250

3.50

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)SH-3: FROM 0.07 MILES EAST OF THE US-271 JUNCTION,EXTEND EAST IN ANTLERS.PROJECT LENGTH = 0.532 MILE

PUSHMATAHA

45

32957(04) NHPP-264N(074)AD










0080 609(A) 0300 CONCRETE CURB (6" BARRIER-INTEGRAL) LF170.00


0100 609(B) 1525 2'-8" COMB. CURB & GUTTER (6" BARRIER) LF319.00





0150 611(I) 4489 REPLACEMENT OF INLET FRM&GRT (SSIF-FRM,CIG-GRT-RVG-F)

EA5.00


0170 612(F) 0648 METER BOXES ADJUST TO GRADE EA6.00





0220 619(B) 6068 REMOVAL OF EXISTING RETAINING WALL LF170.00

Section 0002 - Traffic












0310 880(F) 8878 DRUMS SD450.00









200328Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


255

3.00

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)US-270/SH-99: US-270, FROM JEFFERSON STREET EXTEND EAST INSEMINOLE.SH-99, FROM WEST OAK AVENUE EXTEND NORTH IN SEMINOLE.PROJECT LENGTH = 1.284 MILES

SEMINOLE

210

32968(04) NHPP-267N(088)AD







0050 411(I) 6310 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) TON50.00

0060 504(F) 6006 HANDRAILING LF41.00




0100 610(B) 0604 6" CONCRETE DRIVEWAY SY1,452.00

0110 610(C) 0609 6" CONCRETE DIVIDING STRIP SY41.00


0130 612(C) 0645 INLET ADJUST TO GRADE EA1.00





0180 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT SY2,116.00




0220 619(B) 5150 REMOVAL OF BRICK CHATTER MEDIAN SY961.00


0240 805(B) 8728 (PL)RESET OF PULL BOX EA1.00

Section 0002 - Traffic Control











0320 880(F) 8878 DRUMS SD3,710.00



Section 0003 - Traffic Signing and Striping














200329Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


260

2.50

BRIDGE AND APPROACHESSH 53: OVER PINE CREEK AND OVERFLOW, 14.2 MILES AND 14.3 MILESEAST OF THE US-81 JUNCTION NEAR LOCO.PROJECT LENGTH = 0.482 MILES

STEPHENS

270

30362(04) STP-269C(080)PM









0070 221(G) 0151 TEMPORARY ROCK FILTER DAM TYPE 2 CY18.00



0100 241 2832 MOWING AC28.00





0150 407(B) 0250 TACK COAT GAL5,801.00

0160 408 5774 PRIME COAT GAL11,006.00





















Section 0002 - BRIDGE 'A' NBI: 01908
















0490 514(A) 6000 PILES, FURNISHED LF833.00

0500 514(A) 6010 PILES, FURNISHED (HP 10X42) LF2,555.00

0510 514(B) 6200 PILES, DRIVEN LF833.00

0520 514(B) 6292 PILES, DRIVEN (HP 10X42) LF2,555.00

0530 514(F) 6354 PILE LOAD TEST (DYNAMIC) EA2.00

0540 514(G) 6310 METAL PILE SHOES EA10.00


0560 514(L) 6225 PILE SPLICE, PIPE PILE (NON-BIDDABLE) EA1.00









Section 0003 - BRIDGE 'B' NBI: 01909


















0790 514(A) 6000 PILES, FURNISHED LF849.00

0800 514(A) 6010 PILES, FURNISHED (HP 10X42) LF2,359.00

0810 514(B) 6200 PILES, DRIVEN LF849.00

0820 514(B) 6292 PILES, DRIVEN (HP 10X42) LF2,359.00

0830 514(F) 6354 PILE LOAD TEST (DYNAMIC) EA2.00

0840 514(G) 6310 METAL PILE SHOES EA10.00


0860 514(L) 6225 PILE SPLICE, PIPE PILE (NON-BIDDABLE) EA1.00














EA500.00







1040 880(D) 8854 VERTICAL PANELS SD16,800.00


1060 880(F) 8878 DRUMS SD5,320.00


Section 0005 - SIGNING AND STRIPING














1140 640(A) 1426 FIELD OFFICE EA1.00




200330Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


265

3.00

PEDESTRIAN IMPROVEMENTS (STREETSCAPE)CITY STREETS (MAIN STREET/2ND STREET (SH-95): MAIN STREET, FROM3RD STREETEXTEND EAST. 2ND STREET (SH-95), FROM UNION PACIFIC RAILROAD,EXTEND NORTH.PROJECT LENGTH = 0.313 MILE

TEXAS

165

32998(04)33408(04)

TAP-270E(040)TPSTP-270C(036)AD

Section 0001 - ROADWAY - TAP-270E(040)TP





0040 221(K) 0600 TEMPORARY FIBER LOG LF47.00

0050 231 4500 PLANTS LSUM1.00

0060 231(A) 4567 TREES EA46.00

0070 231(B) 4568 SHRUBS EA53.00

0080 231(E) 4625 (PL) LANDSCAPING LSUM1.00

0090 240(A) 2827 REMOVING TREES 6" TO 12" IN DIAMETER EA1.00


0110 326(B) 0100 GEOGRID REINFORCEMENT SY7,960.00

0120 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) SY6,625.00

0130 414(G) 5275 P.C. CONCRETE FOR PAVEMENT CY1,360.00


0150 609(B) 0383 COMBINED CURB & GUTTER (6" BARRIER) LF3,499.00



0180 610(D) 2679 REMOVE & RELAY BRICK/STONE SIDEWALK SY1,337.00

0190 610(E) 0425 (PL) CONCRETE PAVERS SF990.00






0250 616(G) 1195 FIRE HYDRANT AND ASSEMBLY LSUM1.00





0300 619(B) 5949 REMOVAL OF FIRE HYDRANT EA1.00

0310 619(B) 6118 REMOVAL OF PAVING BRICK ROADWAY SY7,515.00



Section 0002 - TRAFFIC - TAP-270E(040)TP





0350 854(A) 8800 TRAFFIC STRIPE(PAINT)(4" WIDE) LF4,200.00

0360 854(B) 8809 TRAFFIC STRIPE(PAINT)(SYMBOLS) EA8.00






0420 880(F) 8878 DRUMS SD2,068.00

0430 880(G) 8884 TUBE CHANNELIZERS SD6,744.00


Section 0003 - STAKING - TAP-270E(040)TP




Section 0004 - CONSTRUCTION - TAP-270E(040)TP



Section 0005 - ROADWAY - STP-270C(036)AD





200333Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


280

7.00

SAFETY IMPROVEMENT (SIGNING)I-44/I-244/US-412: AT MULTIPLE LOCATIONS IN TULSA AND SANDSPRINGS.PROJECT LENGTH = 5.698 MILES

TULSA

120

33818(04) STP-272F(270)PM


















0160 619(B) 4915 REMOVAL OF CONCRETE MEDIAN BARRIER LF1,226.23

0170 619(B) 5190 REMOVAL OF CABLE BARRIER LF671.00



0200 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") EA2.00



0230 627(A) 4317 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF481.19

0240 627(B) 4410 CONCRETE LONGITUDINAL BARRIER ENDSECTIONS

EA1.00

Section 0002 - TRAFFIC PERMANENT




0270 516(A) 6096 DRILLED SHAFTS 60" DIAMETER LF1,362.00

0280 628(B) 5125 HIGH-TENSION CABLE BARRIER(TL-4) LF620.00

0290 628(C) 5110 END ANCHORS EA6.00

0300 628(F) 5185 (PL)HIGH TENSION CABLE BARRIER - RE-TENSIONING

EA5.00


Notice to Contractors - October 15, 2020, 10:30 A.M.0300 628(F) 5185 (PL)HIGH TENSION CABLE BARRIER - RE-

TENSIONINGEA5.00

0310 805(A) 8716 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE EA20.00


0330 805(D) 8744 (PL)REMOVE & RESET LIGHT POLE EA1.00


0350 850(B) 8114 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEADSIGNS)

SF8,498.50

0360 852(D) 0295 OVHD.SN.STR., MONOTUBE TYPE B 65' EA2.00









0450 852(E) 0500 OVHD.SN.STR., MONOTUBE TYPE C EA6.00



0480 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) LF1,300.00

0490 870(A) 8011 SAND FILLED IMPACT ATTENUATION MODULE EA247.00

0500 870(B) 8012 REPLACEMENT IMPACT ATTENUATION EA247.00

Section 0003 - TRAFFIC TEMPORARY







LF8,975.00







0620 880(F) 8878 DRUMS SD74,940.00










Section 0006 - NON-PARTICIPATING


0660 852(D) 0400 POWDER COAT TYPE B1 EA2.00

0670 852(D) 0405 POWDER COAT TYPE B2 EA1.00

0680 852(E) 0600 POWDER COAT TYPE C EA3.00



200334Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


285

7.00

TRAFFIC SIGNING AND HIGH MAST LIGHTINGI-244/US-75/SH-11: AT MULTIPLE LOCATIONS INTHE CITY OF TULSA.PROJECT LENGTH = 0.00 MILE

TULSA

180

33820(04) STP-272F(271)PM



0010 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR SD1,080.00








0090 880(F) 8878 DRUMS SD13,500.00


0110 880(L) 8920 (SP) TRAFFIC SURVEILLANCE, OHP (NON-BIDDABLE) HOUR300.00

0120 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN SD1,080.00

Section 0002 - TRAFFIC SIGNING




0150 516(A) 6096 DRILLED SHAFTS 60" DIAMETER LF1,368.00

0160 804(A) 2915 STRUCTURAL CONCRETE CY28.24

0170 804(B) 2916 REINFORCING STEEL LB5,566.00

0180 805(A) 8716 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE EA18.00


0200 805(A) 8730 (PL)REMOVEAL OF CANTILE SIGN STRUCTURE EA3.00


0220 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS SF2,355.00

0230 850(B) 8114 EXTRUDED ALUMINUM PANEL SIGNS(OVERHEADSIGNS)

SF9,438.00

0240 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST LF528.00













0350 852(E) 0500 OVHD.SN.STR., MONOTUBE TYPE C EA4.00

0360 852(G) 8135 GALV. STL.OVERHEAD SIGN STR.-BRIDGEMOUNTED

EA1.00

0370 870(A) 8011 SAND FILLED IMPACT ATTENUATION MODULE EA323.00

Section 0003 - TRAFFIC LIGHTING





0410 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF825.00

0420 803(A) 8065 PULL BOX(SIZE I) EA28.00

0430 804(B) 2916 REINFORCING STEEL LB26,530.00

0440 805(A) 8708 REMOVAL OF HIGH MAST TOWER EA14.00

0450 809(E) 8103 HIGH MAST LUMINAIRE EA56.00

0460 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR LF1,650.00

0470 812 8060 120' HIGH MAST POLE(G.STL.) EA14.00

0480 813 8076 HIGH MAST LOWERING DEVICE TYPE II EA14.00









200335Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


290

4.00

PEDESTRIAN IMPROVEMENTS (STREETSCAPE)CITY STREET (CHEROKEE STREET/OK-51): FROM THE UNION PACIFICRAILROAD, EXTEND EAST IN THE CITY OF WAGONER.PROJECT LENGTH = 0.177 MILE

WAGONER

150

33002(04) TAP-273N(055)TP

Section 0001 - ROADWAY - BASE BID






0050 231(A) 4567 TREES EA18.00






0110 325 5271 SEPARATOR FABRIC SY150.00

0120 326(B) 0100 GEOGRID REINFORCEMENT SY150.00



0150 609(C) 4810 CONCRETE HEADER CURB (8"X 18") LF2,095.40



0180 610(E) 0400 BRICK OR STONE SIDEWALK SY691.70


0200 611(A) 2657 MANHOLE (4' DIAMETER) EA4.00









0290 619(B) 4791 REMOVAL OF CURB LF521.00


0310 622(A) 4746 PIPE RAILING LF175.50

0320 624 4100 (PL) ORNAMENTAL FENCE LF86.40




0340 631(A) 0210 (SP)REMOVABLE BOLLARD EA6.00

0350 632 0300 (PL) SITESCAPING LSUM1.00

Section 0002 - TRAFFIC - BASE BID






0400 830 8000 PEDESTRIAN PUSH BUTTON EA12.00










0500 880(E) 8872 WARNING LIGHTS(TYPE C) SD2,742.00

0510 880(F) 8878 DRUMS SD2,742.00

Section 0003 - STAKING - BASE BID



Section 0004 - CONSTRUCTION - BASE BID




Section 0005 - ROADWAY - ADD ALTERNATE 1







0600 609(C) 4810 CONCRETE HEADER CURB (8"X 18") LF220.50


0620 610(E) 0400 BRICK OR STONE SIDEWALK SY54.40















0730 231 4500 PLANTS LSUM1.00



0740 231 4500 PLANTS LSUM1.00



0750 510(E) 0100 DECORATIVE WALL LF200.00

Section 0009 - TRAFFIC - ADD ALTERNATE 1






0800 830 8000 PEDESTRIAN PUSH BUTTON EA2.00









200336Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


295

2.50

PEDESTRIAN IMPROVEMENTS (STREETSCAPE)CITY STREETS (SANTA FE STREET/MISSOURI STREET/CECIL STREET):AT MULTIPLE LOCATIONS IN WAYNOKA.PROJECT LENGTH = 0.323 MILE

WOODS

120

33003(04) TAP-276D(037)TP






0040 229 4318 DITCH LINER PROTECTION LF6.00







0110 414(E) 0225 FULL DEPTH P.C. CONCRETEPATCHING(PLACEMENT ONLY)

SY137.80

0120 414(F) 0230 PARTIAL DEPTH P.C. CONCRETEPATCHING(PLACEMENT ONLY)

SY404.60



0150 609(B) 0380 COMBINED CURB & GUTTER (4" MOUNTABLE) LF29.90

0160 609(B) 0383 COMBINED CURB & GUTTER (6" BARRIER) LF1,469.30



0190 610(E) 0425 (PL) CONCRETE PAVERS SF2,223.80




0230 611(G) 5124 INLET CI DES. 3 (B-D) EA1.00

0240 611(G) 5125 INLET CI DES. 3 (2D) EA2.00

0250 611(L) 0487 JUNCTION BOXES CF355.00

0260 612(H) 0651 VALVE RESET EA2.00


0280 613(A) 0582 18" R.C.PIPE CLASS IV LF191.00



0310 613(A) 4515 51" X 31" R.C.PIPE ARCH CLASS A-IV LF307.00




0330 616(C) 0868 3/4" COPPER WATER SERVICE PIPE LF117.00




SY1,286.80




0400 619(B) 7250 REMOVE AND RELOCATE UTILITIES LSUM1.00

0410 622(A) 4746 PIPE RAILING LF156.90






0450 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF1,482.90

0460 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF1,176.50

0470 803(A) 8060 PULL BOX EA1.00

0480 803(A) 8066 PULL BOX(SIZE II) EA4.00



0510 809 8090 ENHANCEMENT LIGHTING (COMPLETE) EA16.00



0540 854(A) 8800 TRAFFIC STRIPE(PAINT)(4" WIDE) LF323.90









0630 880(F) 8878 DRUMS SD2,520.00














SY194.50



0710 610(D) 2679 REMOVE & RELAY BRICK/STONE SIDEWALK SY13.00




SY169.60






0780 402 0100 (PL)TRAFFIC BOUND SURFACE COURSE CY10.00


0800 414(F) 0230 PARTIAL DEPTH P.C. CONCRETEPATCHING(PLACEMENT ONLY)

SY46.40



0830 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES CY3.00

0840 609(B) 0380 COMBINED CURB & GUTTER (4" MOUNTABLE) LF34.80

0850 609(B) 0383 COMBINED CURB & GUTTER (6" BARRIER) LF289.50



0880 610(E) 0425 (PL) CONCRETE PAVERS SF633.20



0910 616(C) 0868 3/4" COPPER WATER SERVICE PIPE LF26.00




SY214.60




0980 622(A) 4746 PIPE RAILING LF99.40










1040 880(E) 8872 WARNING LIGHTS(TYPE C) SD180.00

1050 880(F) 8878 DRUMS SD180.00



1060 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED LF42.70



1090 803(A) 8066 PULL BOX(SIZE II) EA2.00






1150 854(A) 8800 TRAFFIC STRIPE(PAINT)(4" WIDE) LF56.40








1230 880(F) 8878 DRUMS SD720.00






200180Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


300

3.00

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)CITY STREETS (ELM STREET/FLYNN STREET/SANTA FE STREET/LINCOLNSTREET/BROADWAY STREET/NICKERSON STREET): AT MULTIPLELOCATIONS IN WAYNOKA.PROJECT LENGTH = 1.300 MILES

WOODS

120

33004(04) TAP-276D(038)TP






0040 221(I) 0525 REMOVAL OF SEDIMENT LSUM1.00





0090 240(A) 2831 REMOVING TREES 25" & MORE IN DIAMETER EA12.00







0160 609(B) 0394 2'-8" COMB. CURB & GUTTER (6" MNTBLE-NOTCHED) LF96.40



0190 610(B) 0399 6" CONCRETE DRIVEWAY (H.E.S.) SY699.70






0250 619(B) 4725 REMOVAL OF FENCE LF13.30






0310 619(B) 5918 REMOVAL OF EXISTING PIPE LF5.10

0320 619(B) 6068 REMOVAL OF EXISTING RETAINING WALL LF59.30




0340 622(A) 4746 PIPE RAILING LF39.90













SY6.60


0460 609(B) 0394 2'-8" COMB. CURB & GUTTER (6" MNTBLE-NOTCHED) LF61.20







0530 612(G) 0650 FIRE HYDRANT RESET EA1.00




0570 619(B) 4725 REMOVAL OF FENCE LF90.80





0620 619(B) 5918 REMOVAL OF EXISTING PIPE LF50.40

0630 622(A) 4746 PIPE RAILING LF136.00










SY6.40




















0860 880(F) 8878 DRUMS SD3,240.00




0880 805(D) 8744 (PL)REMOVE & RESET LIGHT POLE EA1.00







0950 880(F) 8878 DRUMS SD1,080.00










1030 880(F) 8878 DRUMS SD270.00



200297Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


305

4.50

PEDESTRIAN IMPROVEMENTS (SIDEWALKS)SH-50: FROM THE 4TH STREET (MAIN STREET) INTERSECTION, EXTENDNORTH IN FREEDOM.PROJECT LENGTH = 0.174 MILES

WOODS

60

33412(04) STP-276C(041)AD









0070 241 2832 MOWING AC1.36

0080 310(B) 0149 SUBGRADE, METHOD B SY729.00

0090 408 5774 PRIME COAT GAL256.00











0200 629(B) 4959 MAILBOX INSTALLATION-MULTIPLE EA5.00

0210 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION EA2.00

Section 0002 - SIGNING AND STRIPING




0240 836 8425 REGULATORY OR WARNING SIGN ASSEMBLY EA6.00

0250 851(B) 3216 2"@3.65 GALV.STEEL PIPE POST LF105.00











0320 880(F) 8878 DRUMS SD1,200.00







List of Debarred and/or SuspendedContractors for ODOT’s Projects on thismonth’s letting: October-2020The following companies and/or individuals are not permitted tosubmit bids, provide services as a subcontractor, supply materials,or otherwise participate in any project let by ODOT.

Name of Company and Individual Suspended Debarred

J & N INTERNATIONAL COATINGS, INC.Ms. Nikoleta M. TiliakosMr. John D. TiliakosMr. Drossos J. Tiliakos17130 Groeschke RoadHouston, TX 77084

X

X

KERRVILLE PAINTING COMPANY, INC.Mr. Nickolas Mouzakis203 “G” Street, SouthKerrville, TX 78028

MBE, INC.Ms. Fani GialousisMr. Tony Gialousis426 South Florida Ave.P.O. Box 1292Tarpon Springs, FL 34689

X

PATTON CONSTRUCTIONMr. Alan PattonRt. 2, Box 303Tahlequah, OK 74464

X(Voluntary Exclusion)

SHANKS EXCAVATING COMPANYJimmy “Dale” Shanks204 North 4th StreetP.O. Box 510Webbers Falls, OK 74470

X(Voluntary Exclusion)

Mr. Gary Wayne Carr318 Dog WoodTahlequah, OK 74464

X

YOCHAM ENTERPRISESMr. Harlen Eugene Yocham12350 S. Mesa RoadSapulpa, OK

X

And those federally debarred and/or suspended contractors which are listed on

https://www.sam.gov/portal/public/SAM/

https://www.sam.gov/portal/public/SAM/

Contractor's name will notappear in the PLAN

HOLDER'S list until theorder is paid for.

Bid Opening of - October 15, 2020, 10:30 A.M.Date:

Contractor's Id No.:

Person Ordering:

Contractor's Name:

Telephone no.:

Physical Address:

Order Taken By:

Submit orders to -

Email: [email protected]

ODOT Standard Specifications ($30 each):

# County Call # Project NumberContract

IDJP #

BidProposal Plan Price

(+ tax)($50 + tax)

200303105 $8.15BEAVER1 STP-204C(034)CI 32855(04) □

200304110 $52.14BLAINE2 STP-206C(066)CI 31144(04) □

200305115 $40.73

CADDO / CANADIAN /CARTER /COMANCHE /GRADY / JACKSON /JEFFERSON / KIOWA /MCCLAIN / MURRAY /STEPHENS /TILLMAN / WASHITA

3 HSIPG-208F(096)TR 34446(04) □

200306125 $47.80CANADIAN4 SBR-011N(104)SB 32762(04) □

200307130 $14.66CHOCTAW5 STP-NBIP(533)3B 34278(04) □

200308135 $24.44CHOCTAW6 STP-212F(053)3B 34778(04) □

200309145 $31.50GARFIELD7 STP-224C(077)CI 32843(04) □

200310150 $65.18GARFIELD8 SBR-224N(082)SB 33752(04) □

200300155 $31.57GARVIN9 STP-225C(082)AD 32922(04) □

200311160 $123.83

GRANT / CREEK /KAY / MAYES /NOWATA / OSAGE /PAWNEE / ROGERS

10 HSIPG-227F(047)TR 34453(04) □

200312165 $27.70GREER11 STP-228D(019)CI 32325(04) □

200313170 $74.95JOHNSTON12 STP-235C(052)CI 32331(04) □

200314175 $32.59KINGFISHER13 STP-237D(051)CI 28439(04) □

200199180 $130.35LOGAN14 STP-242B(073)AD 32953(04) □

200315185 $71.69MAJOR15 STP-247C(029)CI 32832(04) □

200316190 $81.47MCCLAIN / GRADY16 STP-244D(071)CI 33067(04) □

200317195 $44.00MCCURTAIN17 STP-245C(065)CI 31276(04) □

200318200 $21.18MCINTOSH18 STP-246C(047)AD 32839(04) □

200319205 $34.76OKLAHOMA19 TAP-255D(527)AG 33275(04) □

200320210 $32.59OKLAHOMA20 TAP-255D(528)AG 33277(04) □

200321215 $83.10OKLAHOMA21 SBR-3500(097)SB 33746(04) □

200322220 $78.21OSAGE22 SSP-157B(104)SS 24262(04) □

200323225 $128.72OSAGE23 NHPP-257N(060)SS 29587(04) □

200325235 $153.16PAWNEE24 SBR-259N(058)SB 33451(04) □

200077240 $118.40POTTAWATOMIE25 STP-163B(212)SS 24240(07) □

200326245 $86.90PUSHMATAHA26 STP 264B(076)PM 27026(04) □

200327250 $16.29PUSHMATAHA27 NHPP-264N(074)AD 32957(04) □

Contractor's name will notappear in the PLAN

HOLDER'S list until theorder is paid for.

Bid Opening of - October 15, 2020, 10:30 A.M.Date:

Contractor's Id No.:

Person Ordering:

Contractor's Name:

Telephone no.:

Physical Address:

Order Taken By:

Submit orders to -

Email: [email protected]

ODOT Standard Specifications ($30 each):

# County Call # Project NumberContract

IDJP #

BidProposal Plan Price

(+ tax)($50 + tax)

200328255 $70.61SEMINOLE28 NHPP-267N(088)AD 32968(04) □

200329260 $110.80STEPHENS29 STP-269C(080)PM 30362(04) □

200330265 $74.95TEXAS30TAP-270E(040)TPSTP-270C(036)AD

32998(04)33408(04)

□

200333280 $234.63TULSA31 STP-272F(270)PM 33818(04) □

200334285 $76.58TULSA32 STP-272F(271)PM 33820(04) □

200335290 $106.45WAGONER33 TAP-273N(055)TP 33002(04) □

200336295 $107.54WOODS34 TAP-276D(037)TP 33003(04) □

200180300 $123.83WOODS35 TAP-276D(038)TP 33004(04) □

200297305 $29.33WOODS36 STP-276C(041)AD 33412(04) □

oklahoma department of transportation · 2020. 9. 23. · oklahoma department of transportation...

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