oklahoma department of transportation · 2020. 8. 27. · oklahoma department of transportation...

Oklahoma Department of TransportationNotice to Contractors - September 17, 2020 10:30 A.M. Bid Opening

Plans and proposals for this bid opening will be ready for sale on August 27, 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 afterSeptember 16, 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 - September 17, 2020, 10:30 A.M.

200273Contract ID:

J/P No.:

DBE Goal:

Project No.:

Calendar Days:Call Order:

Counties:

Contract Description:

700

GRADE, DRAIN, AND SURFACEUS-62: FROM THE SH-19 JUNCTION,EXTEND NORTH IN APACHE.PROJECT LENGTH = 6.518 MILES

CADDO

360

12571(04)12571(08)

SSP-008B(316)PMSTP-208B(091)PM

Section 0001 - ROADWAY - SSP-008B(316)PM

Line No. Item No. Description Quantity

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

0020 202(A) 0183 UNCLASSIFIED EXCAVATION CY105,457.00

0030 202(D) 0184 UNCLASSIFIED BORROW CY3,758.00

0040 205(A) 4229 TYPE A-SALVAGED TOPSOIL LSUM1.00

0050 221(C) 2801 TEMPORARY SILT FENCE LF14,105.00

0060 221(F) 0100 TEMPORARY SILT DIKE LF469.00

0070 221(G) 0152 TEMPORARY ROCK FILTER DAM TYPE 3 CY11.00

0080 230(A) 2806 SOLID SLAB SODDING SY230,511.00

0090 230(F) 2812 WATERING KGAL18,440.00

0100 233(A) 2817 VEGETATIVE MULCHING AC47.00

0110 241 2832 MOWING AC94.00

0120 303(B) 2200 (SP)AGGREGATE BASE TYPE B, PLANT MIXED CY19,166.00

0130 307(K) 4300 STABILIZED SUBGRADE SY94,447.00

0140 310(B) 0149 SUBGRADE, METHOD B SY1,719.00

0150 325 5271 SEPARATOR FABRIC SY103,275.00

0160 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E TON11,955.00

0170 407(B) 0250 TACK COAT GAL19,338.00

0180 408 5774 PRIME COAT GAL58,768.00

0190 411(B) 5940 SUPERPAVE, TYPE S3(PG 70-28 OK) TON12,876.00


0210 411(C) 5955 SUPERPAVE, TYPE S4(PG 70-28 OK) TON8,500.00


0230 509(A) 0319 CLASS AA CONCRETE CY153.00

0240 509(D) 0325 CLASS C CONCRETE CY886.00

0250 511(A) 0332 REINFORCING STEEL LB23,257.00

0260 601(B) 0536 TYPE I-A PLAIN RIPRAP TON318.00

0270 601(C) 0538 TYPE I-A FILTER BLANKET TON94.00

0280 611(G) 6004 INLET (SMD-TYPE 2A) EA2.00

0290 613(A) 0491 18" R.C.PIPE CLASS III LF697.00


0310 613(A) 4497 36" X 22" R.C.PIPE ARCH CLASS A-III LF609.00


0330 613(B) 0688 12" CORR. GALV. STEEL PIPE LF78.00





0360 613(L) 4526 36" X 22" PREFAB. CULVERT END SECTION, ARCH EA6.00

0370 613(M) 7186 TYPE A4 CULVERT END TREATMENT EA24.00

0380 613(M) 7187 TYPE B4 CULVERT END TREATMENT EA18.00

0390 613(M) 7188 TYPE C4 CULVERT END TREATMENT EA2.00


0410 619(A) 0920 REMOVAL OF STRUCTURES & OBSTRUCTIONS LSUM1.00

0420 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT SY55,240.00

0430 624(C) 4459 FENCE-STYLE SWF (5 BARBED WIRE) LF14,207.00

0440 629(A) 4958 MAILBOX INSTALLATION-SINGLE EA2.00

0450 629(C) 4960 MAILBOX EA2.00

0460 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION EA2.00

Section 0002 - TRAFFIC TEMPORARY - SSP-008B(316)PM


0470 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) LF80,002.00

0480 857(E) 8890 (PL)CONSTRUCTION ZONE PAVEMENTMARKERS(FLEX TAB)TYPE 2-2

EA5,000.00

0490 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) LF70,000.00

0500 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF SD4,930.00

0510 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF SD4,805.00


0530 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) SD520.00

0540 880(C) 8848 WING BARRICADES SD800.00

0550 880(E) 8860 WARNING LIGHTS(TYPE A) SD4,500.00

0560 880(F) 8878 DRUMS SD21,660.00

0570 880(G) 8890 CHANNELIZER CONES SD72,665.00

0580 880(I) 8902 FLAGGER SD90.00

0590 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN SD400.00

Section 0003 - TRAFFIC PERMANENT - SSP-008B(316)PM


0600 413(A) 4870 RUMBLE STRIP-CENTERLINE HMA-CON LF17,500.00

0610 413(B) 4863 RUMBLE STRIP-METHOD HMA-CYC LF35,000.00

0620 805(A) 8724 (PL)REMOVAL OF EXISTING SIGNS EA14.00

0630 850(A) 8110 SHEET ALUMINUM SIGNS SF147.00

0640 851(C) 8324 2" SQUARE TUBE POST LF169.00

0650 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) LF67,479.00

0660 855(A) 8825 TRAFFIC STRIPE(PLASTIC)(24" WIDE) LF75.00

Section 0004 - STAKING - SSP-008B(316)PM


0670 642(B) 0096 CONSTRUCTION STAKING LEVEL II LSUM1.00



Section 0005 - CONSTRUCTION - SSP-008B(316)PM


0680 220 2800 SWPPP DOCUMENTATION AND MANAGEMENT LSUM1.00

0690 640(A) 1426 FIELD OFFICE EA1.00

0700 641 1552 MOBILIZATION LSUM1.00

Section 0006 - ROADWAY - STP-208B(091)PM







0760 221(F) 0100 TEMPORARY SILT DIKE LF1,330.00



0790 230(F) 2812 WATERING KGAL9,668.00


0810 241 2832 MOWING AC50.00

0820 303(A) 2200 (SP)AGGREGATE BASE TYPE A, PLANT MIXED CY14,190.00




0860 407(B) 0250 TACK COAT GAL18,318.00

0870 408 5774 PRIME COAT GAL42,684.00





0920 412 5267 COLD MILLING PAVEMENT SY26,133.00

0930 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED CY153.00

0940 504(F) 6006 HANDRAILING LF135.00


0960 509(C) 0322 CLASS A CONCRETE, SMALL STRUCTURES CY22.70



0990 601(A) 0297 TYPE I PLAIN RIPRAP TON368.00

1000 609(B) 1526 2'-8" COMB. CURB & GUTTER (8" BARRIER) LF4,910.00

1010 610(B) 0604 6" CONCRETE DRIVEWAY SY211.00

1020 610(C) 0610 8" CONCRETE DIVIDING STRIP SY45.00

1030 611(A) 2657 MANHOLE (4' DIAMETER) EA15.00

1040 611(A) 2658 MANHOLE (5' DIAMETER) EA2.00

1050 611(A) 2669 (SP) PRECAST CONC SQ 5' WIDE MANHOLE EA1.00

1060 611(G) 5112 INLET CI DES. 2 (STD) EA3.00



1070 611(G) 5113 INLET CI DES. 2 (B) EA3.00

1080 611(G) 5114 INLET CI DES. 2 (C) EA5.00

1090 611(G) 5115 INLET CI DES. 2 (D) EA1.00

1100 611(G) 5121 INLET CI DES. 3 (B) EA1.00

1110 611(G) 5122 INLET CI DES. 3 (D) EA6.00

1120 611(G) 5387 INLET CDI RCB DES. 1 EA1.00

1130 611(L) 0487 JUNCTION BOXES CF458.00

1140 613(A) 0491 18" R.C.PIPE CLASS III LF1,084.00











1250 613(B) 4527 21" X 15" CORR. GALV. STEEL PIPE ARCH LF102.00


1270 613(J) 5915 EDGE DRAIN CONDUIT-PERFORATED LF4,850.00

1280 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED LF300.00



1310 613(M) 7188 TYPE C4 CULVERT END TREATMENT EA2.00

1320 613(M) 7189 TYPE D4 CULVERT END TREATMENT EA1.00

1330 613(M) 7192 TYPE BB4 CULVERT END TREATMENT EA2.00

1340 613(M) 7193 TYPE CC4 CULVERT END TREATMENT EA1.00


1360 613(M) 7202 TYPE BB6 CULVERT END TREATMENT EA2.00

1370 613(N) 7522 TYPE C6 SLOPED CONCRETE END SECTION EA1.00





1420 624(C) 7181 FENCE-STYLE SWF (6 BARBED WIRE) LF300.00

1430 624(E) 4290 FENCE-STYLE CLF (5'HIGH, CLASS A) LF272.00

1440 625(D) 1254 REMOVE AND RECONSTRUCT GUARDRAIL LF175.00

1450 629(A) 4958 MAILBOX INSTALLATION-SINGLE EA7.00

1460 629(B) 4959 MAILBOX INSTALLATION-MULTIPLE EA1.00

1470 629(C) 4960 MAILBOX EA9.00

1480 629(D) 4961 REMOVAL OF MAILBOX INSTALLATION EA8.00



Section 0007 - TRAFFIC TEMPORARY - STP-208B(091)PM


1490 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) DAY50.00



EA5,500.00


1530 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. SD1,530.00

1540 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER LF4,100.00

1550 877(C) 8486 RELOCATION OF PORTABLE LONGITUDINALBARRIER

LF1,175.00





1600 880(C) 8848 WING BARRICADES SD1,400.00


1620 880(F) 8878 DRUMS SD11,900.00


1640 880(I) 8902 FLAGGER SD90.00


Section 0008 - TRAFFIC PERMANENT - STP-208B(091)PM


1660 413(A) 4870 RUMBLE STRIP-CENTERLINE HMA-CON LF14,000.00





1710 855(A) 8812 TRAFFIC STRIPE(PLASTIC)(4" WIDE) LF69,800.00


1730 855(B) 8824 TRAFFIC STRIPE(PLASTIC)(SYMBOLS) EA2.00

Section 0009 - STAKING - STP-208B(091)PM



Section 0010 - CONSTRUCTION - STP-208B(091)PM



1760 640(A) 1426 FIELD OFFICE EA1.00




200274Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


710

2.00

JOINT SEAL/REPAIRUS-70 WB/SH-96: US-70 WB, OVER BNSF RR AND COUNTY RD 0.9 MI E OFI-35. SH-96, OVER WALNUT BAYOU CR 1.8 MI S OF SH-32.PROJECT LENGTH = 0.000 MILE

CARTER, LOVE

100

34783(04) STP-210F(077)3B

Section 0001 - BRIDGE 'A' NBI: 19990


0010 501(G) 6309 CLSM BACKFILL CY5.00

0020 502 6116 (PL)FALSEWORK JACKING LSUM1.00

0030 504(G) 6390 RAPID CURE JOINT SEALANT LF45.00

0040 507(C) 6282 ELASTOMERIC BEARING PADS EA24.00

0050 509 5000 ELASTOMERIC COATING SF771.00

0060 510(C) 6137 SLOPE WALL (4") SY92.00

0070 513(B) 6019 CLASS B BRIDGE DECK REPAIR SY10.00

0080 520(A) 6058 PREPARATION OF CRACKS, ABOVE WATER LF20.00

0090 520(C) 6060 EPOXY RESIN, ABOVE WATER GAL1.00

0100 521(A) 6210 PNEUMATICALLY PLACED MORTAR SY42.00

0110 523(C) 6570 DECK AREA SEALED (FLOODCOATS) SY980.00

0120 524(A) 6610 (SP)CARBON FIBER-REINFORCED POLYMER SF1,162.00

0130 535 6130 (SP)CORROSION INHIBITOR(SURFACE APPLIED) SY159.00

0140 540 4515 (PL)REPAIR BRIDGE ITEM (TYPE A) EA2.00

Section 0002 - BRIDGE 'B' NBI: 17334



0160 502 6116 (PL)FALSEWORK JACKING LSUM1.00

0170 504(A) 1304 APPROACH SLAB SY75.00

0180 504(G) 6390 RAPID CURE JOINT SEALANT LF342.00

0190 507(B) 6176 WEATHERING STEEL EXPANSION BEARINGASSEMBLY

EA8.00

0200 509 5000 ELASTOMERIC COATING SF380.00

0210 509 6153 SPECIAL CONCRETE FINISH LSUM1.00

0220 509(B) 1328 CLASS A CONCRETE CY13.00



0250 513(C) 6020 CLASS C BRIDGE DECK REPAIR SY10.00




0290 523(C) 6570 DECK AREA SEALED (FLOODCOATS) SY705.00

0300 540 4525 (PL)REPAIR BRIDGE ITEM (TYPE B) EA2.00



0310 540 4535 (PL)REPAIR BRIDGE ITEM (TYPE C) EA3.00

Section 0003 - TRAFFIC CONTROL


0320 104 0955 (SP) RAILROAD FLAGGING(NON-BIDDABLE) DAY30.00

0330 823 8478 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM SD50.00


0350 876(A) 8482 (PL)TRUCK MOUNTED ATTENUATOR SD100.00

0360 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER LF425.00


LF425.00

0380 880(A) 8812 ARROW DISPLAY(TYPE C) SD240.00


0400 880(B) 8821 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF SD720.00





0450 880(F) 8878 DRUMS SD1,680.00

0460 880(G) 8890 CHANNELIZER CONES SD720.00


Section 0004 - TRAFFIC SIGNING AND STRIPING


0480 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) LF1,700.00

Section 0005 - CONSTRUCTION





200275Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


720

2.00

JOINT SEAL/REPAIRSH-325: OVER TESESQUITE CREEK, 5.9 MILES EAST OF THE NEWMEXICO STATE LINE. PROJECT LENGTH = 0.000 MILE

CIMARRON

45

34810(04) STP-213F(029)3B

Section 0001 - BRIDGE 'A' - NBI NO. 24195


0010 504(C) 1450 EXPANSION DEVICE LF82.00

0020 505(C) 6075 MULTIPLE LAYER POLYMER CONCRETE OVERLAY SY796.00

0030 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY332.00




0070 524(A) 6610 (SP)CARBON FIBER-REINFORCED POLYMER SF336.00






0110 857(C) 8857 REMOVABLE PAVEMENT MARKING TAPE(8" WIDE) LF72.00

0120 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. SD90.00

0130 877(B) 8484 DELIVER PORTABLE LONGITUDINAL BARRIER LF550.00


LF550.00

0150 880(B) 8818 CONSTRUCTION SIGNS 0 TO 6.25 SF SD450.00




0190 880(E) 8860 WARNING LIGHTS(TYPE A) SD450.00

0200 880(F) 8878 DRUMS SD1,080.00






0240 851(C) 8330 2 1/2" SQUARE TUBE POST LF14.00






200276Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


730

2.00

RESURFACE (ASPHALT)COUNTY ROAD (EW-198): FROM 1.7 MILES WEST OF I-44, EXTEND EASTNEAR DEVOL.PROJECT LENGTH = 1.609 MILES

COTTON

60

32960(04) STP-217C(048)CI

Section 0001 - ROADWAY


0010 209 0120 MACHINE GRADING LF5,000.00

0020 303(A) 2100 AGGREGATE BASE TYPE A CY1,000.00





0070 629(E) 5048 REMOVE AND RESET MAILBOX EA7.00

Section 0002 - TRAFFIC




0100 880(E) 8860 WARNING LIGHTS(TYPE A) SD240.00







200278Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


750

3.50

BRIDGE AND APPROACHESCOUNTY ROAD (NS-215): OVER KIZER CREEK, 4.3 MILES SOUTH OF SH-51 NEAR CAMARGO.PROJECT LENGTH = 0.123 MILES

DEWEY

120

30686(04) STP-222D(036)CI




0020 202(H) 0185 EARTHWORK LSUM1.00

0030 221(C) 2801 TEMPORARY SILT FENCE LF300.00




0070 402(E) 0225 TRAFFIC BOUND SURFACE COURSE TYPE E TON875.00





Section 0002 - BRIDGE


0120 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON CY244.20

0130 501(F) 6352 GRANULAR BACKFILL CY225.60

0140 503(A) 1312 PRESTRESSED CONCRETE BEAMS (TYPE III) LF319.00

0150 504(D) 6239 CONCRETE RAIL (TR3) LF193.80

0160 506(A) 1322 STRUCTURAL STEEL LB350.00

0170 507(A) 6172 WEATHERING STEEL FIXED BEARING ASSEMBLY EA4.00


EA4.00




0220 514(A) 6010 PILES, FURNISHED (HP 10X42) LF108.00


0240 514(B) 6292 PILES, DRIVEN (HP 10X42) LF108.00


0260 514(L) 6220 PILE SPLICE, H-PILE (NON-BIDDABLE) EA1.00



0290 613(H) 6204 6" PERFORATED PIPE UNDERDRAIN ROUND LF64.00

0300 613(I) 6207 6" NON-PERF.PIPE UNDERDRAIN RND. LF22.00



0310 619(D) 1397 REMOVAL OF EXISTING BRIDGE STRUCTURE LSUM1.00

0320 623(F) 6033 GUARDRAIL ANCHOR UNIT (TYPE II) EA4.00






0360 880(C) 8842 CONSTRUCTION BARRICADES(TYPE III) SD1,200.00


Section 0004 - STAKING









200279Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


760

3.00

BRIDGE AND APPROACHESUS-62: OVER WASHITA RIVER, 0.3 MILES EAST OF THE I-44INTERCHANGE IN CHICKASHA.PROJECT LENGTH = 0.704 MILES

GRADY

375

28182(04) NHPP-126N(187)PM








0060 221(D) 2803 TEMPORARY SEDIMENT FILTER EA6.00



0090 230(F) 2812 WATERING KGAL402.00



0120 407(B) 0250 TACK COAT GAL4,755.00

0130 408 5774 PRIME COAT GAL1,784.00

0140 411(B) 5935 SUPERPAVE, TYPE S3(PG 76-28 OK) TON202.00



0170 411(C) 5960 SUPERPAVE, TYPE S4(PG 64-22 OK) TON941.00





0220 511(B) 4269 EPOXY COATED REINFORCING STEEL LB130.00

0230 609(B) 1501 1'-8" COMB. CURB & GUTTER (6" MNTBLE) LF974.00


0250 611(H) 5325 ADD'L DEPTH IN INLET CI DES. 2 VF1.00







0320 619(B) 4726 REMOVAL OF CURB AND GUTTER LF1,056.00




0340 619(B) 4741 REMOVAL OF DRAINAGE INLETS EA1.00

0350 619(B) 4778 REMOVAL OF EXISTING STRUCTURES EA1.00

0360 619(B) 4780 REMOVAL OF GUARDRAIL LF924.00

0370 619(C) 0924 SAWING PAVEMENT LF1,277.00

0380 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE LF88.00

0390 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") EA1.00

0400 623(G) 8590 GUARDRAIL END TREATMENT (31") EA3.00

0410 623(I) 8700 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") EA4.00

Section 0002 - BRIDGE 'A' NBI NO. 31906




0440 503(A) 6290 PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF6,285.00


0460 504(B) 1305 SAW-CUT GROOVING SY5,627.10

0470 504(C) 6250 SEALED EXPANSION JOINT LF169.82

0480 504(E) 6190 42" F-SHAPED PARAPET LF2,665.60

0490 506(A) 1322 STRUCTURAL STEEL LB5,050.00

0500 507(A) 6170 STAINLESS STEEL FIXED BEARING ASSEMBLY EA40.00

0510 507(B) 6174 STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA50.00

0520 509(A) 1326 CLASS AA CONCRETE CY1,582.40




0560 511(B) 6010 EPOXY COATED REINFORCING STEEL LB492,110.00






0620 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY4,085.00

0630 516(A) 6096 DRILLED SHAFTS 60" DIAMETER LF914.00

0640 516(C) 6200 CROSSHOLE SONIC LOGGING EA4.00

0650 523(A) 6550 SEALER CRACK PREPARATION LF159.00

0660 523(B) 6560 SEALER RESIN GAL1.80





0710 619(B) 2505 REMOVAL OF BRIDGE ITEMS EA2.00




Section 0003 - BRIDGE 'B' NBI NO. 31905




0750 503(A) 6290 PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF6,285.00
















0910 515(A) 6013 WATER REPELLENT (VISUALLY INSPECTED) SY4,118.00









1000 619(B) 2505 REMOVAL OF BRIDGE ITEMS EA5.00




1020 853 9066 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) EA8.00




LF1,750.00










1130 880(F) 8878 DRUMS SD76,001.00

1140 880(G) 8884 TUBE CHANNELIZERS SD3,440.00


Section 0005 - SIGNING AND STRIPING




1180 856(A) 8530 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) LF18,171.00

1190 856(B) 8525 TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS,WORDS. ETC.)

EA8.00









1240 640(A) 1398 FIELD OFFICE EA1.00




200280Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


770

4.50

BRIDGE AND APPROACHESCOUNTY ROAD (EW-166): OVER MAXWELL CREEK, 10.1 MILES EAST OFTHE US-283 JUNCTION NEAR HEADRICK.PROJECT LENGTH = 0.161 MILES

JACKSON

75

34257(04) STP-233C(042)CI












0100 853 9024 DELINEATORS(TYPE 1, CODE 1) EA4.00





















200281Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


780

3.50

BRIDGE AND APPROACHESCOUNTY ROAD (NS-230): OVER UNNAMED CREEK, 1.8 MILES NORTH OFTHE SH-9 JUNCTION NEAR GOTEBO.PROJECT LENGTH = 0.114 MILE

KIOWA

90

30689(04) STP-238D(073)CI









0070 311(A) 0151 PROCESSING EXISTING BASE & SURFACE, METHODA

LF512.00







0120 503(A) 1313 PRESTRESSED CONCRETE BEAMS (TYPE IV) LF339.00


0140 506(A) 1322 STRUCTURAL STEEL LB350.00



EA4.00









0250 601(B) 1353 TYPE I-A PLAIN RIPRAP TON1,412.00








0310 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) EA2.00

0320 623(F) 6033 GUARDRAIL ANCHOR UNIT (TYPE II) EA2.00
















200284Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


810

2.50

BRIDGE AND APPROACHESCOUNTY ROAD (NS-228): OVER WEST CREEK, 4.1 MILES NORTH OF THEUS-412 JUNCTION NEAR WAYNOKA.PROJECT LENGTH = 0.189 MILES

MAJOR

120

28417(04) STP-347C(028)CI



0010 202(D) 0184 UNCLASSIFIED BORROW CY400.00








0090 613(EE) 5610 (SP) 18" CORRUGATED POLYPROPYLENE PIPE LF64.00






0130 503(A) 1311 PRESTRESSED CONCRETE BEAMS (TYPE II) LF402.00






EA9.00

















0330 623(F) 5686 GUARDRAIL ANCHOR UNIT (TYPE D-BF) EA4.00

0340 623(F) 6029 GUARDRAIL ANCHOR UNIT (TYPE A) EA4.00















200285Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


820

2.00

BRIDGE PAINTINGSH-1/SH-43/SH-74: AT MULTIPLE LOCATIONS IN DIVISION III.PROJECT LENGTH = 0.000 MILES

MCCLAIN, COAL, HUGHES

45

34895(04) STP-NBIP(535)3B

Section 0001 - BRIDGE "A" - NBI NO.17337


0010 512(A) 1323 PAINTING EXISTING STRUCTURES LSUM1.00

0020 512(B) 6303 COLLECTION AND HANDLING OF WASTE LSUM1.00

Section 0002 - BRIDGE "B" - NBI NO.17338




Section 0003 - BRIDGE "C" - NBI NO.22368




Section 0004 - BRIDGE "D" - NBI NO.13671




Section 0005 - BRIDGE "E" - NBI NO.13683














0190 880(F) 8878 DRUMS SD3,780.00




0210 880(I) 8902 FLAGGER SD108.00

0220 880(L) 8920 (SP) TRAFFIC SURVEILLANCE, OHP (NON-BIDDABLE) HOUR360.00







200200Contract ID:

J/P No.:

DBE Goal:

Project No.:

Completion Date:Call Order:

Counties:


830

4.00

GRADE, DRAIN AND SURFACEUS-69: FROM THE SH-9 JUNCTION, EXTEND NORTH IN EUFAULA.PROJECT LENGTH = 4.234 MILES

MCINTOSH

12/17/021

30572(04) NHPP-019N(175)PM










0080 229 4318 DITCH LINER PROTECTION LF2,089.00


0100 242 0400 (PL)STABILIZED CONSTRUCTION EXIT EA8.00


0120 317 4270 CEMENT TREATED BASE SY243,574.00

0130 326(A) 0100 GEOTEXTILE REINFORCEMENT SY303,016.00


0150 405 5200 PERMEABLE FRICTION COURSE TON32.00

0160 407(B) 0250 TACK COAT GAL638.00

0170 408 5774 PRIME COAT GAL174,156.00





0220 412 5267 COLD MILLING PAVEMENT SY767.00

0230 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) SY100,201.00

0240 414(B) 5725 DOWEL JOINTED P.C. CONCRETEPAVEMENT(PLACEMENT )

SY136,841.00

0250 414(G) 5275 P.C. CONCRETE FOR PAVEMENT CY81,005.00






0310 609(A) 0287 CONCRETE CURB (4" MNTBLE-INTEGRAL) LF3,090.00

0320 611(C) 4215 REPLACEMENT OF MANHOLE FRAME & COVER EA14.00

0330 611(G) 5697 INLET - LONGITUDINAL BARRIER - TYPE I, DES.1 EA17.00



0340 611(G) 5699 INLET - LONGITUDINAL BARRIER - TYPE I, DES. 2 EA2.00

0350 611(G) 5700 INLET - LONGITUDINAL BARRIER - TYPE II, DES. 2 EA1.00

0360 611(G) 5704 INLET CDI RCP DES. 1 EA4.00

0370 611(G) 6000 INLET (SMD-TYPE 1) EA1.00








0450 613(H) 0500 8" PERFORATED PIPE UNDERDRAIN ROUND LF8,900.00



0480 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED LF2,000.00



0510 613(Q) 5946 OUTLET LATERAL HEADWALL EA20.00


0530 619(B) 0291 REMOVAL OF HEADWALL EA1.00

0540 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT SY136,000.00


0560 619(B) 4780 REMOVAL OF GUARDRAIL LF8,715.00

0570 619(B) 4915 REMOVAL OF CONCRETE MEDIAN BARRIER LF2,630.00

0580 619(B) 5190 REMOVAL OF CABLE BARRIER LF20,595.00

0590 619(B) 8661 PLUGGING ABANDONED SEWER LF1,068.00


0610 623(A) 0932 BEAM GUARDRAIL W-BEAM SINGLE LF18,575.00

0620 623(F) 8300 GUARDRAIL TRAIL END TURNDOWN (31") EA9.00



0650 624(A) 4281 FENCE-STYLE WWF LF500.00

0660 627(A) 4317 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF22,735.00







0690 640(A) 1426 FIELD OFFICE EA1.00






0710 504(E) 1381 CONCRETE PARAPET LF100.00

0720 509(B) 0325 CLASS A CONCRETE(LONG. BAR. DES. 1-A) CY4.00

0730 511(A) 1332 REINFORCING STEEL LB640.00

0740 610(C) 0608 4" CONCRETE DIVIDING STRIP SY2.00




0760 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) LF152,140.00


EA1,000.00





LF50,630.00

0820 878(B) 8487 MODULAR GLARE SCREEN (TEMPORARY) SD17,640.00







0890 880(D) 8854 VERTICAL PANELS SD10,000.00


0910 880(F) 8878 DRUMS SD37,675.00






0950 413(C) 4868 RUMBLE STRIP-METHOD PCC-CON LF85,230.00

0960 628(B) 5125 HIGH-TENSION CABLE BARRIER(TL-4) LF465.00

0970 628(C) 5110 END ANCHORS EA1.00

0980 628(F) 5185 (PL)HIGH TENSION CABLE BARRIER - RE-TENSIONING

EA1.00


1000 805(D) 8756 (PL)REMOVE & RESET EXISTING SIGNS EA10.00


1020 851(B) 3218 3"@7.58 GALV.STEEL PIPE POST LF232.00


1040 853 9042 DELINEATORS(TYPE 1, CODE 1, FLEXIBLE) EA16.00







1090 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) LF3,399.00

1100 871(A) 8330 (PL) IMPACT ATTENUATOR EA1.00

1110 878(A) 8485 MODULAR GLARE SCREEN (PERMANENT) LF22,305.00



200286Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


840

SAFETY IMPROVEMENT (SIGNING)I-40/SH-62/SH-69/SH-351: AT MULTIPLE LOCATIONS INDIVISION 1.PROJECT LENGTH = 0.00 MILE

MUSKOGEE, MCINTOSH, SEQUOYAH

120

33867(04) HSIP-251F(104)PM











0090 880(F) 8878 DRUMS SD3,168.00




Section 0002 - TRAFFIC SIGNING






0170 804(A) 2915 STRUCTURAL CONCRETE CY0.72

0180 805(A) 8716 (PL)REMOVAL OF OVERHEAD SIGN STRUCTURE EA4.00

0190 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS SF1,434.00

0200 851(A) 3206 4"@13 GALV.STEEL WIDE FLANGE BEAM POST LF33.00

0210 852(D) 0320 OVHD.SN.STR., MONOTUBE TYPE B 90' EA1.00

0220 852(D) 0340 OVHD.SN.STR., MONOTUBE TYPE B 110' EA1.00

0230 852(E) 0500 OVHD.SN.STR., MONOTUBE TYPE C EA2.00

0240 870(A) 8011 SAND FILLED IMPACT ATTENUATION MODULE EA95.00

0250 870(C) 8011 SAND FILLED IMPACT ATTENUATION MODULEREMOVAL

LSUM1.00

Section 0003 - LIGHTING



0270 610(A) 0602 4" CONCRETE SIDEWALK SY168.00



0280 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF120.00

0290 802(B) 8344 3" PVC SCH.40 PLASTIC CONDUIT BORED LF200.00

0300 802(B) 8346 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF200.00

0310 803(A) 8065 PULL BOX(SIZE I) EA8.00

0320 805(A) 8708 REMOVAL OF HIGH MAST TOWER EA8.00

0330 809(E) 8103 HIGH MAST LUMINAIRE EA48.00

0340 811 8038 1/C NO.4 ELECTRICAL CONDUCTOR LF10,000.00


0360 812 8064 130' HIGH MAST POLE(G.STL.) EA8.00

0370 813 8076 HIGH MAST LOWERING DEVICE TYPE II EA8.00




0390 642 0020 SURVEY LSUM1.00



200287Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


850

2.00

BRIDGE AND APPROACHESCOUNTY ROAD (EW-093/NORTH 192ND STREET): OVER BIDDY CREEK,4.1 MILES WEST OF THE SH-74 JUNCTION NEAR OKLAHOMA CITY.PROJECT LENGTH = 0.140 MILE

OKLAHOMA

150

32884(04) STP-255D(506)CO




0020 202(A) 0183 UNCLASSIFIED EXCAVATION CY873.00

0030 202(D) 0184 UNCLASSIFIED BORROW CY100.00






0090 303(A) 2100 AGGREGATE BASE TYPE A CY536.00




0130 407(B) 0250 TACK COAT GAL478.00

0140 408 5774 PRIME COAT GAL2,149.00




0180 610(B) 0604 6" CONCRETE DRIVEWAY SY99.00

0190 613(EE) 5610 (SP) 18" CORRUGATED POLYPROPYLENE PIPE LF98.00

0200 613(L) 5726 18" PREFAB. CULVERT END SECTION, ROUND EA4.00



0230 619(C) 0924 SAWING PAVEMENT LF277.00

0240 629(E) 5048 REMOVE AND RESET MAILBOX EA1.00




0260 508 6359 PRECAST ARCH CULVERT LF36.00
















0380 855(A) 8840 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" WIDE) LF4,251.00




0420 880(E) 8872 WARNING LIGHTS(TYPE C) SD4,500.00










200288Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


860

2.00

BRIDGE PAINTINGI-44 E-S RAMP TO LINCOLN AVE: OVER LINCOLN AVE S-W RAMP TOI-44, 0.25 MILES EAST OF I-235/1-44 JCT IN OKLAHOMA CITY.PROJECT LENGTH = 0.000 MILE

OKLAHOMA

35

34813(04) NHPP-NBIP(534)3B















0110 880(F) 8878 DRUMS SD9,450.00








200289Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


870

2.00

JOINT SEAL / REPAIRUS-62: OVER NORTH CANADIAN RIVER, 2.0 MILES EAST OF THE I-35JUNCTION IN OKLAHOMA CITY.PROJECT LENGTH = 0.000 MILE

OKLAHOMA

45

34814(04) NHPP-255N(522)3B

Section 0001 - BRIDGE "A" - NBI NO.21357


0010 504(E) 1380 CONCRETE RAIL (TR1) LF15.00

0020 509 6386 SILICONE CONSTRUCTION JOINT LF770.00









0110 540 4515 (PL)REPAIR BRIDGE ITEM (TYPE A) EA3.00

0120 540 4525 (PL)REPAIR BRIDGE ITEM (TYPE B) EA2.00



0130 857(F) 8006 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) LF820.00









0220 880(F) 8878 DRUMS SD2,700.00






0260 856(A) 8535 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) LF700.00




200290Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


880

4.00

BRIDGE AND APPROACHESSH-99: OVER BIRCH CREEK, 3.0 MILES NORTH OF THE SH-10JUNCTION NEAR THE HULAH WILDLIFE MANAGEMENT AREA.PROJECT LENGTH = 0.028 MILES

OSAGE

120

28860(04) STP-257B(056)SS











0090 232(A) 2813 SEEDING METHOD A AC2.00


0110 241 2832 MOWING AC7.00

0120 303(A) 2100 AGGREGATE BASE TYPE A CY260.00

0130 310(B) 0149 SUBGRADE, METHOD B SY889.00

0140 325 5271 SEPARATOR FABRIC SY931.00


0160 407(B) 0250 TACK COAT GAL391.00

0170 408 5774 PRIME COAT GAL998.00




0210 601(A) 0297 TYPE I PLAIN RIPRAP TON77.00



0240 611(G) 5705 INLET CDI RCP DES. 2 EA2.00

0250 611(H) 5790 ADD'L DEPTH IN INLET CDI RCP DES. 2 VF8.00





0300 619(B) 4725 REMOVAL OF FENCE LF1,329.00

0310 619(B) 4728 REMOVAL OF ASPHALT PAVEMENT SY400.00

0320 619(C) 0924 SAWING PAVEMENT LF48.00















0410 857(A) 8839 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) LF500.00

0420 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) LF500.00


0440 870(A) 8485 SAND FILLED IMPACT ATTENUATION MODULE SD510.00



LF1,400.00






0520 880(D) 8854 VERTICAL PANELS SD825.00


0540 880(F) 8878 DRUMS SD1,080.00







0570 640(A) 1398 FIELD OFFICE EA1.00




200291Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


890

2.50

GRADE, DRAIN, SURFACE AND BRIDGEUS-69/CITY STREET(VILLAGE ROAD): FROM 1.9 MILES SOUTH OFTHE SH-31 INTERCHANGE, EXTEND NORTH IN MCALESTER.PROJECT LENGTH = 0.984 MILES

PITTSBURG

540

14999(09) NHPP-261N(084)PM












0100 232(B) 2814 SEEDING METHOD B AC13.00


0120 234(A) 2824 FERTILIZING (10-20-10) TON7.00

0130 241 2832 MOWING AC27.00


0150 317 4270 CEMENT TREATED BASE SY116,829.00


0170 326(B) 0100 GEOGRID REINFORCEMENT SY118,401.00


0190 407(B) 0250 TACK COAT GAL2,050.00

0200 408 5774 PRIME COAT GAL71,047.00





0250 414(A) 0210 P.C.CONCRETE PAVEMENT(PLACEMENT) SY14,664.00

0260 414(B) 5725 DOWEL JOINTED P.C. CONCRETEPAVEMENT(PLACEMENT )

SY91,929.00

0270 414(G) 5275 P.C. CONCRETE FOR PAVEMENT CY30,594.00

0280 501(A) 0313 STRUCTURAL EXCAVATION UNCLASSIFIED CY1,323.00





0330 510(A) 6333 RETAINING WALL SY93.89



0340 510(D) 0350 (SP)GRAFFITI TREATMENT SF39,885.00

0350 510(D) 6341 MSE RETAINING WALL SY5,361.00



0380 609(A) 0288 CONCRETE CURB (6" MNTBLE-INTEGRAL) LF4,148.00

0390 609(A) 0300 CONCRETE CURB (6" BARRIER-INTEGRAL) LF30,025.00

0400 609(B) 1525 2'-8" COMB. CURB & GUTTER (6" BARRIER) LF135.00

0410 610(B) 0604 6" CONCRETE DRIVEWAY SY6,285.00

0420 610(C) 0608 4" CONCRETE DIVIDING STRIP SY2,406.00

0430 611(A) 2665 (SP) PRECAST CONC RND 4' DIA MANHOLE EA2.00

0440 611(A) 2666 (SP) PRECAST CONC RND 5' DIA MANHOLE EA1.00

0450 611(B) 2690 (SP) ADD'L DEPTH PRECAST RND 4' MANHOLE VF16.95

0460 611(B) 2691 (SP) ADD'L DEPTH PRECAST RND 5' MANHOLE VF16.22

0470 611(C) 4215 REPLACEMENT OF MANHOLE FRAME & COVER EA2.00

0480 611(G) 4012 SPECIAL INLET DRAIN EA1.00


0500 611(G) 5113 INLET CI DES. 2 (B) EA7.00

0510 611(G) 5115 INLET CI DES. 2 (D) EA11.00

0520 611(G) 5117 INLET CI DES. 2 (2B) EA2.00


0540 611(G) 5123 INLET CI DES. 3 (2B) EA1.00

0550 611(G) 5327 INLET GPI TYPE 1 (DES. 1) EA8.00




0590 611(G) 5392 INLET CDI RCB DES. 6 EA1.00

0600 611(G) 5699 INLET - LONGITUDINAL BARRIER - TYPE I, DES. 2 EA8.00

0610 611(G) 5882 INLET W/LRG. JCT. BOX, CI, DES.3 EA1.00

0620 611(G) 5970 INLET W/SMALL JCT. BOX, CI, DES.2 EA1.00

0630 611(G) 5974 INLET W/SMALL JCT. BOX, CI, DES.2(D) EA1.00

0640 611(G) 5982 INLET W/SMALL JCT. BOX, CI, DES.3 EA4.00


0660 611(G) 6004 INLET (SMD-TYPE 2A) EA2.00

0670 611(G) 6006 INLET (SMD-TYPE 2B) EA1.00



0700 611(H) 5374 ADD'L DEPTH IN INLET GPI TYPE 1 VF6.57

0710 611(H) 5375 ADD'L DEPTH IN INLET GPI TYPE 2 VF1.39

0720 611(H) 5882 ADD'L DEPTH IN INLET W/LJB, CI, DES. 3 VF5.27

0730 611(H) 5970 ADD'L DEPTH IN INLET W/SJB, CI, DES. 2 VF1.91

0740 611(H) 5974 ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(D) VF1.33

0750 611(H) 5982 ADD'L DEPTH IN INLET W/SJB, CI, DES. 3 VF6.33












0850 613(B) 0689 18" CORR. GALV. STEEL PIPE LF1,050.00





0900 613(K) 5916 EDGE DRAIN OUTLET LATERAL-NONPERFORATED LF1,090.00



0930 613(Q) 5946 OUTLET LATERAL HEADWALL EA10.00

0940 613(S) 1186 STANDARD BEDDING MATERIAL, CLASS B CY5,623.00

0950 613(U) 1100 PIPE UNDERDRAIN COVER MAT'L. CY100.00

0960 613(V) 1180 TRENCH EXCAVATION CY9,720.00



0990 619(B) 4726 REMOVAL OF CURB AND GUTTER LF712.00

1000 619(B) 4727 REMOVAL OF CONCRETE PAVEMENT SY8,128.00


1020 619(B) 4766 REMOVAL OF CONCRETE DRIVEWAY SY3,036.00





1070 624(E) 4288 FENCE-STYLE CLF (4'HIGH, CLASS A) LF999.00

1080 627(A) 4317 CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF5,522.00


Section 0002 - BRIDGE "N"


1100 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON CY1,595.00



1130 502(A) 6173 ENGINEERED FALSEWORK LSUM1.00

1140 504 6410 SEAM COVER EA2.00




1180 504(E) 6190 42" F-SHAPED PARAPET LF535.90



















Section 0003 - BRIDGE "O"


1350 501(B) 1307 SUBSTRUCTURE EXCAVATION COMMON CY1,705.00



1380 502(A) 6173 ENGINEERED FALSEWORK LSUM1.00

1390 504 6410 SEAM COVER EA2.00




1430 504(E) 6190 42" F-SHAPED PARAPET LF544.10





















Section 0004 - SIGNING AND STRIPING


1620 804(A) 2915 STRUCTURAL CONCRETE CY7.24

1630 804(B) 2916 REINFORCING STEEL LB1,583.00


1650 805(D) 8760 (PL)REMOVE & RESET GROUND MOUNTED SIGN EA66.00


1670 850(B) 8112 EXTRUDED ALUMINUM PANEL SIGNS SF1,017.70










1770 856(A) 8548 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) LF2,115.00


1790 856(B) 8860 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) EA79.00

1800 856(B) 8880 TRAFFIC STRIPE(MULTI-POLY.)(WORDS) EA3.00

1810 858(A) 8911 PAVEMENT MARKERS CLASS A TYPE 2-C EA230.00

1820 871(A) 8325 (SP)IMPACT ATTENUATOR EA7.00

Section 0005 - LIGHTING



1840 802(A) 8300 3/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED LF160.00

1850 802(A) 8306 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED LF480.00

1860 802(B) 8340 2" PVC SCH.40 PLASTIC CONDUIT BORED LF1,280.00

1870 802(B) 8342 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED LF10,800.00

1880 802(C) 8557 2" HIGH DENSITY PE PIPE - TRENCHED LF5,350.00

1890 802(E) 8372 JUNCTION BOX(8" X 8" X 6") EA8.00

1900 803(A) 8060 PULL BOX EA36.00

1910 803(A) 8065 PULL BOX(SIZE I) EA17.00

1920 804(B) 2916 REINFORCING STEEL LB18,868.00

1930 805(A) 8712 (PL)REMOVAL OF LIGHT POLE EA54.00

1940 806(C) 8920 40' MTG & 6' HLMA(G.STL.) EA10.00

1950 806(C) 8929 40' MTG.HT.POLE & TWIN H.L.MST.ARM(G.STL.) EA77.00

1960 807 8092 BREAKAWAY BASE (DES. B) EA47.00

1970 809(A) 8090 ROADWAY LUMINAIRE EA164.00



1980 809(B) 8098 UNDERPASS LUMINIARE EA8.00

1990 810(A) 3118 SERVICE POLE EA1.00


2010 811 8044 1/C NO.10 ELECTRICAL CONDUCTOR LF800.00


2030 890 7700 (PL)TRAFFIC ITEMS LSUM1.00




2050 857(C) 8851 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) LF38,100.00


EA2,000.00


2080 871(B) 8705 (SP)CONST.ZONE IMPACT ATTEN. SD720.00




LF3,725.00





2160 880(B) 8828 CONSTRUCTION SIGNS 33.0 SF & OVER EA2.00

2170 880(C) 8836 CONSTRUCTION BARRICADES(TYPE II) SD2,000.00



2200 880(D) 8854 VERTICAL PANELS SD6,750.00


2220 880(F) 8878 DRUMS SD98,000.00




2260 880(M) 8330 (PL)SPEED MONITORING DEVICE EA4.00

2270 882(A) 8306 PORT.CHANGEABLE MESSAGE SIGN SD1,080.00







2300 640(A) 1426 FIELD OFFICE EA1.00




200292Contract ID:

J/P No.:

DBE Goal:

Project No.:


Counties:


900

3.00

WIDEN AND RESURFACESH-102: FROM THE SH-9 JUNCTION, EXTEND NORTH NEAR TECUMSEH.PROJECT LENGTH = 3.096 MILES

POTTAWATOMIE

300

21788(07) STP-163C(328)PM












0100 230(F) 2812 WATERING KGAL11,969.00


0120 234(A) 2824 FERTILIZING (10-20-10) TON34.00

0130 241 2832 MOWING AC138.00



0160 32

oklahoma department of transportation · 2020. 8. 27. · oklahoma department of transportation...

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