Similar Projects
Last Updated | 06/21/2021 04:09 AM |
Project Title | Construction of a concrete Bulb-Tee beam bridge on S.R. 13 over the Buffalo River (L.M. 28.33) including grading, drainage and paving |
Physical Address | View project details and contacts |
City, State (County) | TN (Perry 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 Bulb-Tee Beam Bridge on S.R. 13 over the Buffalo River (L.M. 28.33) including Grading, Drainage and Paving. 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 2,720.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-02.01 Removal Of Pipe (Size ,Sta.) (15" Cmp, Sta. 119+31.62) 31.000 L.F. 202-02.02 Removal Of Pipe (Size ,Sta.) (15" Cmp, Sta. 121+69.56) 28.000 L.F. 203-01 Road & Drainage Excavation (Unclassified) 4,541.000 C.Y. 203-02.01 Borrow Excavation (Graded Solid Rock) 78,116.000 Ton 203-03 Borrow Excavation (Unclassified) 21,411.000 C.Y. 203-04 Placing And Spreading Topsoil 1,630.000 C.Y. 203-50 Construction Of Haul Road (1) Ls 208-01.05 Brooming & Degrassing Shoulders 0.900 L.M. 209-02.07 18" Temporary Slope Drain 75.000 L.F. 209-05 Sediment Removal 30.000 C.Y. 209-08.02 Temporary Silt Fence (With Backing) 4,620.000 L.F. 209-08.03 Temporary Silt Fence (Without Backing) 7,230.000 L.F. 209-08.07 Rock Check Dam 17.000 Each 209-08.08 Enhanced Rock Check Dam 8.000 Each 209-08.09 Filter Sock Check Dam 7.000 Each 209-09.03 Sediment Filter Bag (15' X 15') 4.000 Each 303-01 Mineral Aggregate, Type A Base, Grading D 7,787.000 Ton 303-10.01 Mineral Aggregate (Size 57) 1,603.000 Ton 303-20.02 River Gravel 68.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading A 1,081.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading B-M2 749.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 17.000 Ton 402-02 Aggregate For Cover Material (Pc) 67.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 6.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 393.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 468.000 Ton 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 0.700 L.M. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 35.000 L.F. 607-05.03 24" Concrete Pipe Culvert (Class Iv) 65.000 L.F. 607-39.02 18" Pipe Culvert (Side Drain) 36.000 L.F. 607-39.04 30" Pipe Culvert (Side Drain) 138.000 L.F. 611-07.01 Class A Concrete (Pipe Endwalls) 17.000 C.Y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 762.000 Lb. 701-02 Concrete Driveway 764.000 S.F. 705-06.01 W Beam Gr (Type 2) Mash Tl-3 2,617.000 L.F. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 8.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 8.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 2.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 4.000 Each 706-01 Guardrail Removed 598.000 L.F. 707-08.11 High-Visibility Construction Fence 460.000 L.F. 708-02.01 Markers (Concrete R.O.W. Posts) 21.000 Each 709-05.05 Machined Rip-Rap (Class A-3) 125.000 Ton 709-05.06 Machined Rip-Rap (Class A-1) 134.000 Ton 709-05.08 Machined Rip-Rap (Class B) 2,977.000 Ton 709-05.09 Machined Rip-Rap (Class C) 40.000 Ton 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1,675.000 L.F. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 4.000 Each 712-04.01 Flexible Drums (Channelizing) 45.000 Each 712-04.50 Barrier Rail Delineator 50.000 Each 712-05.01 Warning Lights (Type A) 8.000 Each 712-05.03 Warning Lights (Type C) 20.000 Each 712-06 Signs (Construction) 517.000 S.F. 712-07.03 Temporary Barricades (Type Iii) 48.000 L.F. 712-08.03 Arrow Board (Type C) 2.000 Each 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.02 Removal & Relocation Of Sign & Support 2.000 Each 713-16.01 Changeable Message Sign Unit 2.000 Each 713-16.20 Signs (Description) (W1-4r, Reverse Curve Symbol - Right) 1.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 43.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 43.000 Each 716-05.01 Painted Pavement Marking (4" Line) 1.700 L.M. 716-05.02 Painted Pavement Marking (8" Barrier Line) 3,170.000 L.F. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 2.600 L.M. 717-01 Mobilization (1) Ls 740-07.01 Geo Grid Reinforcement 810.000 S.Y. 740-07.04 Geogrid Reinforcement Type 2 1,960.000 S.Y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 668.000 S.Y. 740-10.04 Geotextile (Type Iv)(Stabilization) 25,307.000 S.Y. 740-11.03 Temporary Sediment Tube 18in 1,556.000 L.F. 801-01.07 Temporary Seeding (With Mulch) 1,470.000 Unit 801-01.38 Natve Seed Mx Final Stablizatn Of Slopes 6.000 Unit 801-01.65 Temporary Mulch 6.000 Unit 801-03 Water (Seeding & Sodding) 348.000 M.G. 802-12.01 Acer Negundo (Box Elder Seedlng B.R.) 25.000 Each 802-12.16 Fraxinus Pennsylvanica (Green Ash Seedlng B.R.) 25.000 Each 802-12.17 Juglans Nigra (Black Walnut Seedlng B.R.) 25.000 Each 802-12.40 Salix Nigra (Black Willow Seedlng B.R.) 25.000 Each 803-01 Sodding (New Sod) 14,617.000 S.Y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 496.000 S.Y. 920-10.04 (Description) (Live Branches) 4,000.000 Each 202-01.02 Removal Of Asbestos (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Exist. Br. No. 68-Sr013-28.33) (1) Ls 204-02.01 Dry Excavation (Bridges) 324.000 C.Y. 204-05.01 Core Drilling And Sampling 637.000 L.F. 303-01.02 Granular Backfill (Bridges) 36.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 405,745.000 Lb. 604-03.01 Class A Concrete (Bridges) 653.000 C.Y. 604-03.02 Steel Bar Reinforcement (Bridges) 132,050.000 Lb. 604-03.04 Pavement @ Bridge Ends 225.000 S.Y. 604-03.09 Class D Concrete (Bridge Deck) 1,481.000 C.Y. 604-04.01 Applied Texture Finish (New Structures) 5,845.000 S.Y. 604-04.41 Three Star State Emblem 4.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 5,215.000 S.Y. 604-11.01 Expansion Device (Description) (Abutment No.1 And Abutment No.2) 92.000 L.F. 606-02.03 Steel Piles (10 Inch) 1,042.000 L.F. 606-02.06 Pile Tips (Steel Piles, 10 Inch) 26.000 Each 615-01.12 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-72) 5,440.000 L.F. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 2,277.000 L.F. 625-02.01 Drilled Shaft-Soil (Dia.) (5'-0" Dia.) 357.000 V.F. 625-02.13 Drilled Shaft-Rock (Dia.) (4'-6" Dia.) 143.000 V.F. 625-02.25 Drilled Shaft Casing-Permanent (Dia.) (5'-0" Inside Dia.) 126.000 V.F. 625-02.40 Drilled Shaft (Sh-Scc) Concrete 332.000 C.Y. 625-02.44 Drilled Shaft Reinforcing Steel 65,534.000 Lb. 710-09.01 6" Perforated Pipe With Vertical Drain System 148.000 L.F. 710-09.02 6" Pipe Underdrain 40.000 L.F. 791-01.05 6in Steel Gas Main 1,400.000 L.F. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 170.000 L.F. 791-06.02 Connect To 2in Ex. Pe Main 2.000 Each 791-06.33 Connect To 6in Ex. Stl Main W/ Stopple 1.000 Each 791-06.34 Connect To 8in Ex. Stl Main W/ Stopple 1.000 Each 791-08.07 3/4in Pe Service Pipe 30.000 L.F. 791-09.04 Regulator Station 1.000 Each 791-09.08 Remove Regulator Station 2.000 Each 791-10.06 Retire In Place 6in Serv Cut & Plug 1.000 Each 791-10.07 Retire In Place 8in Serv Cut & Plug 1.000 Each 795-01.09 12in Dip Restrained Joint Water Line 84.000 L.F. 795-01.10 12in Dip Slip Joint Water Line 2,093.000 L.F. 795-05.67 Bore/Jack 20in Steel Casing Pipe-Uncon. 84.000 L.F. 795-06.14 Connect To 36in Water Line 4.000 Each 795-06.37 Cut And Cap 12in Water Line 4.000 Each 795-07.15 12in X 12in Tapping Sleeve And Valve 4.000 Each 795-09.09 Relocate/Reconnect Service Assembly 1.000 Each 795-09.14 3/4in Hdpe Service Pipe 295.000 L.F. 795-09.28 3/4in Copper Service Pipe 25.000 L.F. 795-11.12 Retire In Place Existing Water Main 1,725.000 L.F. 795-13.01 Di Fittings 3,000.000 Lb. 795-13.03 Pvc Fittings 2.000 Lb. 795-14.08 Restore Asphalt 20.000 S.Y. |
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Details | Bridge, New Construction.
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