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Last Updated | 02/12/2022 09:29 AM |
Project Title | Concrete i-Beam Bridge on WMA Road over Island Creek (L.M. 10.27) |
Physical Address | View project details and contacts |
City, State (County) | TN (Morgan 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 | The construction of a concrete I-beam bridge on WMA Road over Island Creek (L.M. 10.27) including grading, drainage and paving 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-03.01 Removal Of Asphalt Pavement 303.000 s.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 229.000 Ton 203-30.01 Roadway Approaches (1) Ls 209-05 Sediment Removal 16.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 789.000 l.f. 209-08.07 Rock Check Dam 12.000 Each 209-08.08 Enhanced Rock Check Dam 4.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 4.000 Each 209-65.04 Temporary In Stream Diversion 335.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 340.000 Ton 303-10.01 Mineral Aggregate (Size 57) 44.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 63.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 0.800 Ton 402-02 Aggregate For Cover Material (Pc) 3.300 Ton 403-01 Bituminous Material For Tack Coat (Tc) 0.200 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 37.000 Ton 705-06.01 w Beam Gr (Type 2) Mash Tl-3 75.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 4.000 Each 705-06.26 Thrie Beam Bridge Transition Mash Tl-2 2.000 Each 706-10.80 Michigan And Modified Michigan End Shoe 2.000 Each 707-08.11 High-Visibility Construction Fence 650.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 100.000 Ton 709-05.08 Machined Rip-Rap (Class b) 273.000 Ton 712-01 Traffic Control (1) Ls 712-05.01 Warning Lights (Type a) 16.000 Each 712-06 Signs (Construction) 217.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 80.000 l.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.02 Removal & Relocation Of Sign & Support 4.000 Each 716-05.01 Painted Pavement Marking (4" Line) 0.300 l.m. 717-01 Mobilization (1) Ls 740-10.03 Geotextile (Type Iii)(Erosion Control) 469.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 379.000 s.y. 740-11.03 Temporary Sediment Tube 18in 150.000 l.f. 801-01.07 Temporary Seeding (With Mulch) 11.000 Unit 202-04.01 Removal Of Structures (Description, Sta.) (Exist. Bridge i.d. No. 65-a409-1027) (1) Ls 204-02.01 Dry Excavation (Bridges) 93.000 c.y. 204-03.01 Wet Excavation (Bridges) 126.000 c.y. 204-04.01 Rock Excavation (Bridges) 15.000 c.y. 204-10.01 Foundation Preparation(Pr No. ,Sta ) (Pier No.1, Sta. 103+64.30) (1) Ls 204-10.02 Foundation Preparation(Pr No. ,Sta ) (Pier No. 2, Sta. 103+99.70) (1) Ls 204-14 Core Drilling For Piles(Rock) 303.000 l.f. 204-15 Core Drilling For Piles(Soil) 59.000 l.f. 303-01.02 Granular Backfill (Bridges) 18.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 16,353.000 Lb. 604-03.01 Class a Concrete (Bridges) 125.000 c.y 604-03.02 Steel Bar Reinforcement (Bridges) 33,022.000 Lb. 604-03.09 Class d Concrete (Bridge Deck) 67.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 388.000 s.y. 604-04.41 Three Star State Emblem 4.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 216.000 s.y. 606-03.03 Steel Piles (12 Inch) 398.000 l.f. 615-01.01 Prestressed Concrete i-Beam (Type i) 305.000 l.f. 620-06 Concrete Railing 269.000 l.f. 710-09.01 6" Perforated Pipe With Vertical Drain System 76.000 l.f. 710-09.02 6" Pipe Underdrain 26.000 l.f. |
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Details | Bridge, New Construction.
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