Bid Notice-Grade_ Drain _ Bridge - Cleveland County.pdf
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- Attached to
- Grade, Drain & Bridge - Cleveland County
- Solicitation number
- 260302
- Issued by
- Cleveland County, Oklahoma City, Oklahoma
About this file
Grade, Drain & Bridge Project Summary
This is a bid notice for a Grade, Drain & Bridge construction project in Cleveland County, Oklahoma, managed by the Oklahoma Department of Transportation. The project encompasses work on Toby Keith Expressway Turnpike (OTA Access), Indian Hills Road, and 36th Avenue NW, extending 0.078 miles west from 0.3 miles west of the I-35 intersection near Norman. The project includes significant roadway and bridge work with a scheduled let date of November 19, 2026 (Call Order 042). Work items encompass clearing and grubbing (1 lump sum), unclassified excavation (9,405 cubic yards), unclassified borrow (240,376 cubic yards), sodding and hydromulch (60,582 square yards each), structural steel (524,680 pounds per bridge), reinforced concrete work including Class AA, A, and C concrete in various quantities, pile installation (both HP 10X42 and HP 12X53), drilled shafts (72-inch diameter), bearing assemblies, expansion joint systems, and slope walls. Two bridge structures (westbound and eastbound, each 113.64 total projected openings) include identical specifications with minor variations in quantities. Additional work includes traffic signing, striping, construction signs, barricades, warning lights, flaggers, portable changeable message signs, construction staking, critical path method scheduling, stormwater pollution prevention plan documentation, and mobilization.
The bid notice does not contain specific pricing information, contract terms, funding sources, set-asides, or incumbent contractor details. No site visit dates, pre-bid meetings, or other pre-submission events are specified in this document. Construction staking is designated as Level II, indicating a standard survey and staking requirement. Traffic surveillance by Oklahoma Highway Patrol is included as a non-bid item (1,680 hours). The project represents a comprehensive transportation infrastructure improvement involving both bridge construction and roadway grading and drainage work requiring specialized heavy civil construction capabilities and expertise in bridge design and installation.
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Text version
260302Proposal: Let Date: Call Order:November 19, 2026 042
J/P Num: Proj. Num:37100(17) EWC-28803B
Counties:CLEVELAND
GRADE, DRAIN AND BRIDGE
TOBY KEITH EXPRESSWAY TURNPIKE(OTA ACCESS) / INDIAN HILLS ROAD/
36TH AVENUE NW: FROM 0.3 MILES WEST OF I-35 INTERSECTION,
EXTEND WEST NEAR NORMAN.
PROJECT LENGTH = 0.078 MILES
Description:
Line # Item Description Quantity Unit
0001 ROADWAY
0010 201(A)1200 CLEARING AND GRUBBING 1.000 LSUM
0020 202(A)2200 UNCLASSIFIED EXCAVATION 9,405.000 CY
0030 202(D)2500 UNCLASSIFIED BORROW 240,376.000 CY
0040 205(A)6200 TYPE A-SALVAGED TOPSOIL 1.000 LSUM
0050 221(C)2400 TEMPORARY SEDIMENT FILTER 4.000 EA
0060 221(C)2410 REINFORCED SILT FENCE 3,341.000 LF
0070 221(E)2600 TEMPORARY SILT DIKE 210.000 LF
0080 221(G)2800 TEMPORARY FIBER LOG 6,340.000 LF
0090 230(A)7200 SOLID SLAB SODDING 60,582.000 SY
0100 233(E)0600 (SP) HYDROMULCH 60,582.000 SY
0110 242 4101 STABILIZED CONSTRUCTION EXIT 2.000 EA
0120 509(C)0400 CLASS A CONCRETE, SMALL STRUCTURES 4.000 CY
0130 611(G)0354 INLET (SMD-TYPE 2) 1.000 EA
0140 611(G)0362 INLET (SMD-TYPE 2B) 1.000 EA
0150 611(L)1600 JUNCTION BOXES 250.000 CF
0160 613(A)5314 24" R.C.PIPE CLASS V 318.000 LF
0170 613(A)5316 30" R.C.PIPE CLASS V 868.000 LF
0180 613(A)5358 28" X 18" R.C.PIPE ARCH CLASS A-III 106.000 LF
0190 613(A)5374 51" X 31" R.C.PIPE ARCH CLASS A-III 204.000 LF
0200 613(L)6620 28" X 18" PREFAB. CULVERT END SEC., ARCH 1.000 EA
0210 613(M)6904 TYPE B3 CULVERT END TREATMENT 1.000 EA
0220 613(M)6928 TYPE CC3 CULVERT END TREATMENT 3.000 EA
0230 613(Q)7500 OUTLET LATERAL HEADWALL 8.000 EA
0240 619(A)6200 REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LSUM
Counties:CLEVELAND
GRADE, DRAIN AND BRIDGE
TOBY KEITH EXPRESSWAY TURNPIKE(OTA ACCESS) / INDIAN HILLS ROAD/
36TH AVENUE NW: FROM 0.3 MILES WEST OF I-35 INTERSECTION,
EXTEND WEST NEAR NORMAN.
PROJECT LENGTH = 0.078 MILES
Description:
Line # Item Description Quantity Unit
0002 BRIDGE TPO 113.64 WB
0250 501(B)1300 SUBSTRUCTURE EXCAVATION COMMON 200.000 CY
0260 501(G)1800 CLSM BACKFILL 188.400 CY
0270 504(A)5200 APPROACH SLAB 273.400 SY
0280 504(B)5300 SAW-CUT GROOVING 1,742.500 SY
0290 504(E)5520 42" F-SHAPED PARAPET 824.700 LF
0300 506(A)7200 STRUCTURAL STEEL 524,680.000 LB
0310 507(A)8200 STAINLESS STEEL FIXED BEARING ASSEMBLY 15.000 EA
0320 507(B)8300 STAINLESS STEEL EXP. BEARING ASSEMBLY 15.000 EA
0330 509(A)0210 CLASS AA CONCRETE 370.800 CY
0340 509(B)0320 CLASS A CONCRETE 228.600 CY
0350 509(D)0510 CLASS C CONCRETE 11.000 CY
0360 510(C)1450 SLOPE WALL (5") 1,202.000 SY
0370 510(D)1500 GRAFFITI TREATMENT 18,303.000 SF
0380 511(A)2210 REINFORCING STEEL 1,930.000 LB
0390 511(B)2310 EPOXY COATED REINFORCING STEEL 121,310.000 LB
0400 514(A)5210 PILES, FURNISHED (HP 10X42) 168.000 LF
0410 514(A)5220 PILES, FURNISHED (HP 12X53) 832.000 LF
0420 514(B)5310 PILES, DRIVEN (HP 10X42) 168.000 LF
0430 514(B)5320 PILES, DRIVEN (HP 12X53) 832.000 LF
0440 514(L)6300 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA
0450 515(A)7200 WATER REPELLENT (VISUALLY INSPECTED) 2,895.000 SY
0460 516(A)8250 DRILLED SHAFTS 72" DIAMETER 104.000 LF
0470 516(C)8400 CROSSHOLE SONIC LOGGING 2.000 EA
0480 517 9110 ELASTOMERIC COATING 1,162.400 SF
0490 518(B)0310 EXPANSION JOINT SYSTEM 80.350 LF
0500 535 7200 (SP) AESTHETIC TREATMENT 1.000 LSUM
0510 613(H)6205 6" PERFORATED PIPE UNDERDRAIN ROUND 218.000 LF
0520 613(I)6310 6" NON-PERF.PIPE UNDERDRAIN RND. 95.000 LF
Counties:CLEVELAND
GRADE, DRAIN AND BRIDGE
TOBY KEITH EXPRESSWAY TURNPIKE(OTA ACCESS) / INDIAN HILLS ROAD/
36TH AVENUE NW: FROM 0.3 MILES WEST OF I-35 INTERSECTION,
EXTEND WEST NEAR NORMAN.
PROJECT LENGTH = 0.078 MILES
Description:
Line # Item Description Quantity Unit
0003 BRIDGE TPO 113.64 EB
0530 501(B)1300 SUBSTRUCTURE EXCAVATION COMMON 200.000 CY
0540 501(G)1800 CLSM BACKFILL 188.400 CY
0550 504(A)5200 APPROACH SLAB 273.400 SY
0560 504(B)5300 SAW-CUT GROOVING 1,742.500 SY
0570 504(E)5520 42" F-SHAPED PARAPET 824.700 LF
0580 506(A)7200 STRUCTURAL STEEL 524,680.000 LB
0590 507(A)8200 STAINLESS STEEL FIXED BEARING ASSEMBLY 15.000 EA
0600 507(B)8300 STAINLESS STEEL EXP. BEARING ASSEMBLY 15.000 EA
0610 509(A)0210 CLASS AA CONCRETE 370.800 CY
0620 509(B)0320 CLASS A CONCRETE 228.600 CY
0630 509(D)0510 CLASS C CONCRETE 5.000 CY
0640 510(C)1450 SLOPE WALL (5") 1,204.000 SY
0650 510(D)1500 GRAFFITI TREATMENT 18,360.000 SF
0660 511(A)2210 REINFORCING STEEL 1,930.000 LB
0670 511(B)2310 EPOXY COATED REINFORCING STEEL 121,310.000 LB
0680 514(A)5210 PILES, FURNISHED (HP 10X42) 172.000 LF
0690 514(A)5220 PILES, FURNISHED (HP 12X53) 854.000 LF
0700 514(B)5310 PILES, DRIVEN (HP 10X42) 172.000 LF
0710 514(B)5320 PILES, DRIVEN (HP 12X53) 854.000 LF
0720 514(L)6300 PILE SPLICE, H-PILE (NON-BIDDABLE) 1.000 EA
0730 515(A)7200 WATER REPELLENT (VISUALLY INSPECTED) 2,895.000 SY
0740 516(A)8250 DRILLED SHAFTS 72" DIAMETER 102.000 LF
0750 516(C)8400 CROSSHOLE SONIC LOGGING 2.000 EA
0760 517 9110 ELASTOMERIC COATING 1,162.400 SF
0770 518(B)0310 EXPANSION JOINT SYSTEM 80.350 LF
0780 535 7200 (SP) AESTHETIC TREATMENT 1.000 LSUM
0790 613(H)6205 6" PERFORATED PIPE UNDERDRAIN ROUND 218.000 LF
0800 613(I)6310 6" NON-PERF.PIPE UNDERDRAIN RND. 95.000 LF
0004 TRAFFIC SIGNING AND STRIPING
0810 850(A)1200 SHEET ALUMINUM SIGNS 56.000 SF
0005 TRAFFIC CONTROL
0820 880(B)6300 CONSTRUCTION SIGNS 0 TO 6.25 SF 2,960.000 SD
0830 880(B)6310 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF 3,060.000 SD
0840 880(B)6320 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF 840.000 SD
0850 880(C)6410 CONSTRUCTION BARRICADES(TYPE III) 840.000 SD
0860 880(E)6607 WARNING LIGHTS(TYPE B) 2,640.000 SD
0870 880(I)7000 FLAGGER 20.000 SD
0880 880(L)7310 (SP) TRAFFIC SURVEILLANCE, OHP (NON-BID) 1,680.000 HOUR
0890 882(A)8210 PORT.CHANGEABLE MESSAGE SIGN 448.000 SD
0006 STAKING
0900 642(B)3300 CONSTRUCTION STAKING LEVEL II 1.000 LSUM
Counties:CLEVELAND
GRADE, DRAIN AND BRIDGE
TOBY KEITH EXPRESSWAY TURNPIKE(OTA ACCESS) / INDIAN HILLS ROAD/
36TH AVENUE NW: FROM 0.3 MILES WEST OF I-35 INTERSECTION,
EXTEND WEST NEAR NORMAN.
PROJECT LENGTH = 0.078 MILES
Description:
Line # Item Description Quantity Unit
0007 CONSTRUCTION
0910 108 7180 (SP) CRITICAL PATH METHOD SCHEDULE 1.000 LSUM
0920 220 1100 SWPPP DOCUMENTATION AND MANAGEMENT 1.000 LSUM
0930 641 2100 MOBILIZATION 1.000 LSUM
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