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Last Updated | 02/12/2022 09:02 AM |
Project Title | The Construction of Concrete Box Beam Bridges on SR 230 |
Physical Address | View project details and contacts |
City, State (County) | TN (Humphreys 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 concrete box beam bridges on S.R. 230 over Hurricane Creek (L.M. 8.17) and over Hurricane Creek Overflow (L.M. 8.33), including grading, drainage and paving. Project Length - 0.200 miles 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 1,680.000 Hour 201-01 Clearing And Grubbing (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 1,194.000 c.y. 203-03 Borrow Excavation (Unclassified) 8,701.000 c.y. 203-04 Placing And Spreading Topsoil 732.000 c.y. 203-07 Furnishing & Spreading Topsoil 100.000 c.y. 203-50 Construction Of Haul Road (1) Ls 209-05 Sediment Removal 82.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 5,310.000 l.f. 209-08.06 Enhanced Silt Fence Check (Trapezoidal) 2.000 Each 209-08.08 Enhanced Rock Check Dam 3.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 8.000 Each 209-09.43 Curb Inlet Protection (Type 4) 36.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 200.000 s.y. 209-65.04 Temporary In Stream Diversion 705.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 1,790.000 Ton 303-10.01 Mineral Aggregate (Size 57) 1,416.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 54.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 4.000 Ton 402-02 Aggregate For Cover Material (Pc) 13.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 1.200 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 338.000 Ton 411-12.03 Scoring For Rumble Stripe (Non- Continuous) (8in Width) 0.500 l.m. 415-01.02 Cold Planing Bituminous Pavement 2,515.000 s.y. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 1,119.000 l.f. 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 8.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 8.000 Each 706-01 Guardrail Removed 705.000 l.f. 707-08.11 High-Visibility Construction Fence 1,925.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 350.000 Ton 709-05.08 Machined Rip-Rap (Class b) 1,399.000 Ton 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 100.000 l.f. 712-04.01 Flexible Drums (Channelizing) 12.000 Each 712-05.03 Warning Lights (Type c) 12.000 Each 712-06 Signs (Construction) 654.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 48.000 l.f. 713-11.02 Perforated/Knockout Square Tube Post 87.000 Lb. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 14.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.01 Changeable Message Sign Unit 9.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 21.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 21.000 Each 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 1.200 l.m. 717-01 Mobilization (1) Ls 730-40.02 Temporary Traffic Signal System (1) Ls 740-07.04 Geogrid Reinforcement Type 2 2,577.000 s.y 740-10.03 Geotextile (Type Iii)(Erosion Control) 923.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 872.000 s.y. 740-11.04 Temporary Sediment Tube 20in 3,560.000 l.f. 801-01 Seeding (With Mulch) 71.000 Unit 801-01.07 Temporary Seeding (With Mulch) 74.000 Unit 801-01.34 Grass Seed Mix (Ripzn/Flpl) 11.000 Unit 801-01.35 Grass Seed Mix (Ripzn/Flpl) w/Mulch 67.000 Unit 801-01.36 Special Wetland Seed Mixture 6.000 Unit 801-02 Seeding (Without Mulch) 27.000 Unit 801-02.08 Temporary Seeding (Without Mulch) 2.000 Unit 801-02.15 Fertilizer 1.000 Ton 801-03 Water (Seeding & Sodding) 33.000 m.g. 802-12.01 Acer Negundo (Box Elder Seedlng b.r.) 35.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlng b.r.) 35.000 Each 802-12.40 Salix Nigra (Black Willow Seedlng b.r.) 35.000 Each 805-12.02 Erosion Control Blanket (Type Ii) 3,747.000 s.y. 202-01.02 Removal Of Asbestos (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Partial, Br. No. 43-Sr230-8.17) (1) Ls 202-04.02 Removal Of Structures (Description, Sta.) (Br. No. 43-Sr230-8.17) (1) Ls 204-04.10 Structure Excavation Unclassified 60.000 c.y. 204-05.01 Core Drilling And Sampling 289.000 l.f. 303-01.02 Granular Backfill (Bridges) 80.000 Ton 602-10.05 Bracing Repairs (1) Ls 604-02.03 Epoxy Coated Reinforcing Steel 175,225.000 Lb. 604-03.01 Class a Concrete (Bridges) 297.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 64,835.000 Lb. 604-03.04 Pavement @ Bridge Ends 411.000 s.y. 604-03.09 Class d Concrete (Bridge Deck) 480.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 2,335.000 s.y. 604-05.31 Bridge Deck Grooving (Mechanical) 2,095.000 s.y. 604-10.14 Remove Existing Wearing Surface (1) Ls 606-03.03 Steel Piles (12 Inch) 464.000 l.f. 606-03.06 Pile Tips (Steel Piles, 12 Inch) 24.000 Each 615-02.02 Prestressed Concrete Box Beam (17" x 36") 824.000 l.f. 615-02.03 Prestressed Concrete Box Beam (21" x 36") 776.000 l.f. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 923.000 l.f. 625-02.01 Drilled Shaft-Soil (Dia.) (48" Dia.) 177.000 v.f. 625-02.13 Drilled Shaft-Rock (Dia.) (48" Dia.) 60.000 v.f. 625-02.40 Drilled Shaft (Sh-Scc) Concrete 113.000 c.y. 625-02.44 Drilled Shaft Reinforcing Steel 33,001.000 Lb. 625-02.46 Sonic Logging Testing 10.000 Each 710-09.01 6" Perforated Pipe With Vertical Drain System 220.000 l.f. 710-09.02 6" Pipe Underdrain 120.000 l.f |
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Details | Bridge, New Construction.
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