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Last Updated | 07/16/2021 04:15 AM |
Project Title | Bridge and Approaches county Road (Ew-119): Over Little Turkey Creek, 0.7 Miles East of the SH-30 Junction Near Erick |
Physical Address | View project details and contacts |
City, State (County) | OK (Beckham 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-119): Over Little Turkey Creek, 0.7 Miles East of the Sh-30 Junction Near Erick. Project Length = 0.199 Mile Section 0001 - Roadway Line No. Item No. Description Quantity 0010 201(a) 0102 Clearing and Grubbing 1.00 Lsum 0020 202(H) 0185 Earthwork 1.00 Lsum 0030 221(C) 2801 Temporary Silt Fence 200.00 Lf 0040 221(F) 0100 Temporary Silt Dike 700.00 Lf 0050 230(a) 2806 Solid Slab Sodding 12,500.00 Sy 0060 233(a) 2817 Vegetative Mulching 2.60 Ac 0070 311(D) 0154 Processing Existing Base & Surface, Method D 1,050.00 Lf 0080 402(E) 0225 Traffic Bound Surface Course Type E 735.00 Ton 0090 509(D) 0325 Class C Concrete 10.00 Cy 0100 613(B) 4528 28" X 20" Corr. Galv. Steel Pipe Arch 130.00 Lf 0110 613(M) 7151 Type B3 Culvert End Treatment 4.00 Ea Section 0002 - Bridge "a" - Nbi No. 32844 Line No. Item No. Description Quantity 0120 501(B) 1307 Substructure Excavation Common 320.00 Cy 0130 501(F) 6352 Granular Backfill 280.00 Cy 0140 503(a) 1312 Prestressed Concrete Beams (Type Iii) 299.00 Lf 0150 504(D) 6239 Concrete Rail (Tr3) 260.50 Lf 0160 506(a) 1322 Structural Steel 660.00 Lb 0170 507(a) 6172 Weathering Steel Fixed Bearing Assembly 4.00 Ea 0180 507(B) 6176 Weathering Steel Expansion Bearing Assembly 4.00 Ea 0190 509(a) 1326 Class Aa Concrete 67.10 Cy 0200 509(B) 1328 Class a Concrete 172.60 Cy 0210 511(a) 1332 Reinforcing Steel 38,760.00 Lb 0220 514(a) 6010 Piles, Furnished (Hp 10x42) 200.00 Lf 0230 514(a) 6011 Piles, Furnished (Hp 12x53) 672.00 Lf 0240 514(B) 6292 Piles, Driven (Hp 10x42) 200.00 Lf 0250 514(B) 6294 Piles, Driven (Hp 12x53) 672.00 Lf 0260 514(L) 6220 Pile Splice, H-pile (Non-biddable) 1.00 Ea 0270 601(B) 1353 Type I-a Plain Riprap 1,587.00 Ton 0280 601(C) 1355 Type I-a Filter Blanket 435.00 Ton 0290 613(H) 6204 6" Perforated Pipe Underdrain Round 66.00 Lf 0300 613(I) 6207 6" Non-perf.pipe Underdrain Rnd. 32.00 Lf 0310 619(D) 1397 Removal of Existing Bridge Structure 1.00 Lsum 0320 623(a) 1418 Beam Guardrail W-beam Single 118.75 Lf 0330 623(F) 5686 Guardrail Anchor Unit (Type D-bf) 2.00 Ea 0340 623(F) 6033 Guardrail Anchor Unit (Type Ii) 2.00 Ea Section 0003 - Traffic Line No. Item No. Description Quantity 0350 880(B) 8821 Construction Signs 6.26 Sf to 15.99 Sf 720.00 Sd 0360 880(B) 8824 Construction Signs 16.0 Sf to 32.99 Sf 720.00 Sd 0370 880(C) 8842 Construction Barricades(Type Iii) 900.00 Sd 0380 880(E) 8860 Warning Lights(Type a) 2,160.00 Sd Section 0004 - Staking Line No. Item No. Description Quantity 0390 642(B) 0096 Construction Staking Level Ii 1.00 Lsum Section 0005 - Construction Line No. Item No. Description Quantity 0400 220 2800 Swppp Documentation and Management 1.00 Lsum 0410 641 1399 Mobilization 1.00 Lsum |
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Details | Bridge, New Construction.
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Engineered Spec Sheet Architectural Plans Other Documents |