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Last Updated | 11/19/2021 04:34 AM |
Project Title | Bridge and Approaches County Road (EW-129) |
Physical Address | View project details and contacts |
City, State (County) | OK (Pittsburg 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-129): Over Unnamed Creek, 1.4 Miles West of Us-69 Near Crowder. Project Length = 0.113 Mile Section 0001 - Roadway 0010 201(a)1200 Clearing and Grubbing 1.00 Lsum 0020 202(a)2200 Unclassified Excavation 1,183.00 Cy 0030 205(a)6200 Type a-salvaged Topsoil 1.00 Lsum 0040 221(B)2300 Temporary Silt Fence 100.00 Lf 0050 221(E)2600 Temporary Silt Dike 147.00 Lf 0060 230(a)7200 Solid Slab Sodding 3,545.00 Sy 0070 233(a)0200 Vegetative Mulching 1.00 Ac 0080 307(K)4200 Stabilized Subgrade 1,656.00 Sy 0090 402(E)2600 Traffic Bound Surface Course Type E 570.00 Ton 0100 613(a)5350 22" X 13" R.c.pipe Arch Class a-iii 92.00 Lf 0110 613(Ee)5968 (Sp) 18" Corrugated Polypropylene Pipe 22.00 Lf 0120 613(L)6612 22" X 13" Prefab. Culvert End Sec., Arch 4.00 Ea 0130 613(L)6708 18" Prefab. Culvert End Sec., Round 2.00 Ea 0140 619(a)6200 Removal of Structures & Obstructions 1.00 Lsum 0150 623(F)1748 Guardrail Anchor Unit (Type Ii) 4.00 Ea Section 0002 - Bridge 'a' - Nbi No. 32707 0160 501(B)1300 Substructure Excavation Common 180.00 Cy 0170 501(G)1800 Clsm Backfill 66.00 Cy 0180 503(a)4220 Prestressed Concrete Beams (Type Ii) 134.00 Lf 0190 504(B)5300 Saw-cut Grooving 115.30 Sy 0200 504(D)5410 Concrete Rail (Tr3) 146.00 Lf 0210 506(a)7200 Structural Steel 500.00 Lb 0220 507(a)8210 Weathering Steel Fixed Bearing Assembly 3.00 Ea 0230 507(B)8310 Weathering Stl Exp. Bearing Assembly 3.00 Ea 0240 509(a)0210 Class Aa Concrete 37.90 Cy 0250 509(B)0320 Class a Concrete 60.40 Cy 0260 511(a)2210 Reinforcing Steel 17,480.00 Lb 0270 514(a)5210 Piles, Furnished (Hp 10x42) 70.00 Lf 0280 514(a)5220 Piles, Furnished (Hp 12x53) 160.00 Lf 0290 514(B)5310 Piles, Driven (Hp 10x42) 70.00 Lf 0300 514(B)5320 Piles, Driven (Hp 12x53) 160.00 Lf 0310 514(K)6200 (Pl)pilot Holes 60.00 Lf 0320 514(L)6300 Pile Splice, H-pile (Non-biddable) 1.00 Ea 0330 601(B)1230 Type I-a Plain Riprap 270.00 Ton 0340 601(C)1310 Type I-a Filter Blanket 45.00 Ton 0350 613(H)6205 6" Perforated Pipe Underdrain Round 52.00 Lf 0360 613(I)6310 6" Non-perf.pipe Underdrain Rnd. 60.00 Lf 0370 619(D)6700 Removal of Existing Bridge Structure 1.00 Lsum Section 0003 - Traffic Signing and Striping 0380 850(a)1200 Sheet Aluminum Signs 6.00 Sf 0390 851(C)2415 2" Square Tube Post 22.00 Lf Section 0004 - Traffic Control 0400 880(B)6300 Construction Signs 0 to 6.25 Sf 1,980.00 Sd 0410 880(B)6310 Construction Signs 6.26 Sf to 15.99 Sf 720.00 Sd 0420 880(B)6320 Construction Signs 16.0 Sf to 32.99 Sf 540.00 Sd 0430 880(C)6410 Construction Barricades(Type Iii) 900.00 Sd 0440 880(E)6600 Warning Lights(Type a) 2,340.00 Sd Section 0005 - Staking 0450 642(B)3300 Construction Staking Level Ii 1.00 Lsum Section 0006 - Construction 0460 220 1100 Swppp Documentation and Management 1.00 Lsum 0470 641 2110 Mobilization 1.00 Lsum |
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Details | Bridge, New Construction.
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