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Last Updated | 02/12/2022 08:51 AM |
Project Title | The Construction of a Concrete Box Beam Bridge on Ashwood Road Over Big Bigby Creek lm 1.31, Including Grading, Drainage and Paving. |
Physical Address | View project details and contacts |
City, State (County) | TN (Maury 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 | 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-02.01 Removal Of Pipe (Size ,Sta.) (24", Sta. 53+46.56) 42.000 l.f. 202-02.02 Removal Of Pipe (Size ,Sta.) (36", Sta. 53+58.26) 41.000 l.f. 202-02.03 Removal Of Pipe (Size ,Sta.) (24",Sta. 13+92.06) 154.000 l.f. 203-01 Road & Drainage Excavation (Unclassified) 682.000 c.y. 203-01.13 Road & Drainage Excavation (Stream Mitigation) 614.000 c.y. 203-01.79 Excavation/Backfill 365.000 c.y. 203-03 Borrow Excavation (Unclassified) 1,421.000 c.y. 203-05 Undercutting 150.000 c.y. 203-06 Water 15.000 m.g. 203-07 Furnishing & Spreading Topsoil 408.000 c.y. 203-15.03 Compacted Clay 52.000 c.y. 203-20.01 Channel Substrate 14.000 c.y. 203-50.01 Construction Of Haul Road (1) Ls 209-03.36 Stream Mitigation-Step Pool 1.000 Each 209-03.37 Stream Mitigation Cross Vane Structure 1.000 Each 209-03.38 Stream Mitigation -j -Hook 4.000 Each 209-03.41 Stream Mitigation - Boulder Riffle 48.000 l.f. 209-03.99 Protected Area Marker (White With Decal) 12.000 Each 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-02.01 Removal Of Pipe (Size ,Sta.) (24", Sta. 53+46.56) 42.000 l.f. 202-02.02 Removal Of Pipe (Size ,Sta.) (36", Sta. 53+58.26) 41.000 l.f. 202-02.03 Removal Of Pipe (Size ,Sta.) (24",Sta. 13+92.06) 154.000 l.f. 203-01 Road & Drainage Excavation (Unclassified) 682.000 c.y. 203-01.13 Road & Drainage Excavation (Stream Mitigation) 614.000 c.y. 203-01.79 Excavation/Backfill 365.000 c.y. 203-03 Borrow Excavation (Unclassified) 1,421.000 c.y. 203-05 Undercutting 150.000 c.y. 203-06 Water 15.000 m.g. 203-07 Furnishing & Spreading Topsoil 408.000 c.y. 203-15.03 Compacted Clay 52.000 c.y. 203-20.01 Channel Substrate 14.000 c.y. 203-50.01 Construction Of Haul Road (1) Ls 209-03.36 Stream Mitigation-Step Pool 1.000 Each 209-03.37 Stream Mitigation Cross Vane Structure 1.000 Each 209-03.38 Stream Mitigation -j -Hook 4.000 Each 209-03.41 Stream Mitigation - Boulder Riffle 48.000 l.f. 209-03.99 Protected Area Marker (White With Decal) 12.000 Eac209-05 Sediment Removal 92.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 2,432.000 l.f. 209-08.08 Enhanced Rock Check Dam 3.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 4.000 Each 209-10.01 Temporary Dewatering Structure 4.000 c.y. 209-40.31 Catch Basin Protection (Type b) 1.000 Each 209-65.03 Temporary Diversion Channel 152.000 l.f. 209-65.04 Temporary In Stream Diversion 337.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 792.000 Ton 303-10.01 Mineral Aggregate (Size 57) 109.500 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 182.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 2.200 Ton 402-02 Aggregate For Cover Material (Pc) 7.700 Ton 403-01 Bituminous Material For Tack Coat (Tc) 1.100 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 187.000 Ton 415-01.02 Cold Planing Bituminous Pavement 1,060.000 s.y. 607-03.30 18" Pipe Culvert 4.000 l.f. 607-05.30 24" Pipe Culvert 37.000 l.f. 607-09.30 48" Pipe Culvert 37.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 42.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 2.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 90.000 Lb. 611-07.32 24in Endwall (Side Drain) 2.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 1.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 2.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 1.000 Each 621-03.03 24" Temporary Drainage Pipe 40.000 l.f. 705-04.10 Earth Pad For Guard Rail End Treatment 1.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 394.000 l.f. 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 1.000 Each 705-06.26 Thrie Beam Bridge Transition Mash Tl-2 4.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 4.000 Each 707-08.11 High-Visibility Construction Fence 1,908.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 146.600 Ton 709-05.06 Machined Rip-Rap (Class a-1) 334.000 Ton 709-05.08 Machined Rip-Rap (Class b) 21.000 Ton 709-05.09 Machined Rip-Rap (Class c) 1,920.000 Ton 709-05.81 Rock Riffles (1) Ls 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 300.000 l.f. 712-04.01 Flexible Drums (Channelizing) 50.000 Each 712-04.50 Barrier Rail Delineator 15.000 Each 712-05.01 Warning Lights (Type a) 4.000 Each 712-06 Signs (Construction) 1,001.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 35.000 l.f. 712-09.01 Removable Pavement Marking Line 3,400.000 l.f. 712-09.04 Removable Pavement Marking (Stop Line) 40.000 l.f. 713-11.01 "u" Section Steel Posts 118.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 98.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 18.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 39.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.02 Removal & Relocation Of Sign & Support 1.000 Each 713-16.01 Changeable Message Sign Unit 3.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 113.000 l.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 1.800 l.m. 717-01 Mobilization (1) Ls 730-40 Temporary Traffic Signal System 1.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 725.000 s.y 740-10.04 Geotextile (Type Iv)(Stabilization) 23.000 s.y. 740-11.02 Temporary Sediment Tube 12in 3,862.000 l.f. 801-01.02 Crown Vetch Mixture (With Mulch) 40.000 Unit 801-01.07 Temporary Seeding (With Mulch) 20.000 Unit 801-01.34 Grass Seed Mix (Ripzn/Flpl) 23.300 Unit 801-02.15 Fertilizer 0.170 Ton 801-03 Water (Seeding & Sodding) 6.400 m.g. 801-09 Agricultural Lime 0.460 Ton 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 327.000 Each 802-02.32 Cuttings: Cornus Amomum (18in-24in) 327.000 Each 802-02.33 Cuttings: Sambucus Canadensis (18in-24in) 327.000 Each 802-02.37 Cuttings: Alnus Serrulata (18in-24in) 327.000 Each 802-12.06 Asimina Triloba (Pawpaw Seedlng b.r.) 43.000 Each 802-12.07 Betula Nigra (River Birch Seedlng b.r.) 29.000 Each 802-12.14 Diospyros Virginiana (Persimmon Seedlng b.r.) 29.000 Each 802-12.19 Liriodendron Tulipifera (Tulip Poplar Seedlng b.r.) 43.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlng b.r.) 43.000 Each 802-12.35 Quercus Nigra (Water Oak Seedlng b.r.) 29.000 Each 802-12.38 Quercus Phellos (Willow Oak Seedlng b.r.) 29.000 Each 802-12.46 Quercus Shumardii (Shumard Oak Seedling b.r.) 43.000 Each 802-12.61 Alnus Serrulata (Hazel Alder Seedling b.r.) 1.000 Each 802-13.53 Cephalanthus Occidentalis (Buttonbush Sdlng Bare Root) 3.000 Each 802-13.58 Itea Virginica (Virginia Sweetspire Sdlng Bare Root) 3.000 Each 802-13.59 Lindera Benzoin (Spicebush Sdlng Bare Root) 3.000 Each 802-13.73 Viburnum Dentatum (Arrowwood Viburnum Sdling b.r.) 1.000 Each 805-12.02 Erosion Control Blanket (Type Ii) 491.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 735.000 s.y. 202-01.02 Removal Of Asbestos (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Exist. Br. No. 60-0a408-1.31) (1) Ls 204-02.01 Dry Excavation (Bridges) 154.000 c.y. 204-03.01 Wet Excavation (Bridges) 74.000 c.y. 204-04.01 Rock Excavation (Bridges) 8.000 c.y. 204-05 Rock Drilling (Bridges) 24.000 l.f. 204-10.01 Foundation Preparation(Pr No. ,Sta ) (Pier No. 1) (1) Ls 303-01.02 Granular Backfill (Bridges) 58.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 44,283.000 Lb. 604-03.01 Class a Concrete (Bridges) 105.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 18,975.000 Lb. 604-03.09 Class d Concrete (Bridge Deck) 158.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 817.000 s.y. 606-02.03 Steel Piles (10 Inch) 256.000 l.f. 606-02.06 Pile Tips (Steel Piles, 10 Inch) 14.000 Each 615-02.12 Prestressed Concrete Box Beam (42" x 48") 527.000 l.f. 620-06 Concrete Railing 418.000 l.f. 710-09.01 6" Perforated Pipe With Vertical Drain System 102.000 l.f. 710-09.02 6" Pipe Underdrain 42.000 l |
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Details | Bridge, New Construction.
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