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Last Updated | 01/21/2022 04:37 AM |
Project Title | Bridge and Approaches (EW-088) |
Physical Address | View project details and contacts |
City, State (County) | OK (Custer County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Bridge and Approaches County Road (Ew-088): Over West Barnitz Creek, 10.0 Miles East Of The Sh-34 Junction Near Moorewood. Project Length = 0.151 Mile Section 0001 - Roadway Line No. Item No. Description Quantity 0010 201(a)1200 Clearing And Grubbing 1.00 Lsum 0020 202(h)2900 Earthwork 1.00 Lsum 0030 221(b)2300 Temporary Silt Fence 300.00 Lf 0040 221(e)2600 Temporary Silt Dike 500.00 Lf 0050 230(a)7200 Solid Slab Sodding 10,200.00 Sy 0060 233(a)0200 Vegetative Mulching 2.11 Ac 0070 402(e)2600 Traffic Bound Surface Course Type e 739.00 Ton 0080 509(d)0500 Class c Concrete 14.00 Cy 0090 613(b)5532 42" Corr. Galv. Steel Pipe 20.00 Lf 0100 613(b)5628 57" x 38" Corr. Galv. Steel Pipe Arch 416.00 Lf 0110 613(m)6912 Type d3 Culvert End Treatment 4.00 Ea 0120 613(m)6932 Type Dd3 Culvert End Treatment 2.00 Ea 0130 619(a)6200 Removal Of Structures & Obstructions 1.00 Lsum 0140 850(a)1200 Sheet Aluminum Signs 19.43 Sf 0150 851(c)2415 2" Square Tube Post 30.00 Lf Section 0002 - Bridge 'a' - Nbi No.32933 Line No. Item No. Description Quantity 0160 501(b)1300 Substructure Excavation Common 320.00 Cy 0170 501(f)1700 Granular Backfill 280.00 Cy 0180 503(a)4230 Prestressed Concrete Beams (Type Iii) 299.00 Lf 0190 504(d)5410 Concrete Rail (Tr3) 260.50 Lf 0200 506(a)7200 Structural Steel 660.00 Lb 0210 507(a)8210 Weathering Steel Fixed Bearing Assembly 4.00 Ea 0220 507(b)8310 Weathering Stl Exp. Bearing Assembly 4.00 Ea 0230 509(a)0210 Class Aa Concrete 67.10 Cy 0240 509(b)0320 Class a Concrete 172.60 Cy 0250 511(a)2210 Reinforcing Steel 38,760.00 Lb 0260 514(a)5210 Piles, Furnished (Hp 10x42) 428.00 Lf 0270 514(a)5220 Piles, Furnished (Hp 12x53) 1,400.00 Lf 0280 514(b)5310 Piles, Driven (Hp 10x42) 428.00 Lf 0290 514(b)5320 Piles, Driven (Hp 12x53) 1,400.00 Lf 0300 514(l)6300 Pile Splice, h-Pile (Non-Biddable) 1.00 Ea 0310 601(b)1200 Type i Plain Riprap With Filter Blanket 4,178.00 Ton 0320 613(h)6205 6" Perforated Pipe Underdrain Round 66.00 Lf 0330 613(i)6310 6" Non-Perf.Pipe Underdrain Rnd. 38.00 Lf 0340 619(d)6700 Removal Of Existing Bridge Structure 1.00 Lsum 0350 623(a)1200 Beam Guardrail w-Beam Single 50.00 Lf 0360 623(f)1724 Guardrail Anchor Unit (Type d-Bf) 1.00 Ea 0370 623(f)1748 Guardrail Anchor Unit (Type Ii) 3.00 Ea Section 0003 - Traffic Line No. Item No. Description Quantity 0380 880(b)6310 Construction Signs 6.26 Sf To 15.99 Sf 540.00 Sd 0390 880(b)6320 Construction Signs 16.0 Sf To 32.99 Sf 1,080.00 Sd 0400 880(c)6410 Construction Barricades(Type Iii) 1,350.00 Sd 0410 880(e)6600 Warning Lights(Type a) 2,970.00 Sd Section 0004 - Staking Line No. Item No. Description Quantity 0420 642(b)3300 Construction Staking Level Ii 1.00 Lsum Section 0005 - Construction Line No. Item No. Description Quantity 0430 220 1100 Swppp Documentation And Management 1.00 Lsum 0440 641 2100 Mobilization 1.00 Lsum |
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Details | Bridge, New Construction.
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