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Last Updated | 02/24/2022 05:07 AM |
Project Title | Portland Cement Concrete Pavement Repair on I-75 |
Physical Address | View project details and contacts |
City, State (County) | TN (Hamilton County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
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 | (PIN 128857.00), The repair of Portland Cement Concrete Pavement on I-75 from south of Standifer Gap Road (L.M. 6.63) to north of U.S. 11 (U.S. 64, S.R. 2) (L.M. 12.82), including bridge repair and repla cement of pavement at bridge ends. 105-01 Construction Stakes, Lines And Grades (1) Ls 202-08.25 Removal Of Median Barrier (Description) (At Friar Br & Ns Rr Bridge Ends) (1) Ls 303-01 Mineral Aggregate, Type a Base, Grading d 4,370.000 Ton 303-10.01 Mineral Aggregate (Size 57) 3,449.000 Ton 501-01.16 Portland Cement Concrete Pavement (Plain) 13" Fast Track 8,639.000 s.y. 501-03.10 Concrete Shoulder Rumble Strips 4,550.000 l.f. 502-03.05 Hot Applied Fiber-Polymer Patching Material 8,000.000 Lb. 502-04.01 Sawing Concrete Pavement (Full Depth) 10,734.000 l.f. 502-04.02 Load Transfer Dowels 2,776.000 Each 502-04.03 Transverse Tie-Bars 190.000 Each 502-08.07 Sealing Random Cracks (Silicone Sealant) 5,447.000 l.f. 502-08.10 Sawing & Resealing Joints (Silicone Sealant) 746,369.000 l.f. 503-01 Grinding Concrete Pavement 459,550.000 s.y. 611-04.40 Adjustment Of Existing Bridge Drain 2.000 Each 611-09.01 Adjustment Of Existing Catchbasin 2.000 Each 705-04.50 Portable Barrier Rail Delineator 125.000 Each 711-04 Concrete Glare Screen Median Barrier Wall 100.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 3,800.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 4.000 Each 712-04.01 Flexible Drums (Channelizing) 1,252.000 Each 712-06 Signs (Construction) 2,014.000 s.f. 712-08.03 Arrow Board (Type c) 8.000 Each 712-08.08 Speed Feedback Sign Assembly 2.000 Each 712-08.09 Digital Speed Limit Sign Assembly 9.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 170.000 Hour 712-08.14 Portable Queue Warning System 30.000 Day 712-09.02 Removable Pavement Marking (8" Barrier Line) 23,000.000 l.f. 712-10.02 Temporary Transverse Rumble Strips 1,008.000 l.f. 713-16.01 Changeable Message Sign Unit 8.000 Each 713-16.02 Truck Mounted Impact Attenuator (w/Flashing Arrow Board) 4.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 7,100.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 7,100.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 130.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 25.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 4,740.000 l.f. 716-02.08 Plastic Pavement Marking (8" Dotted Line) 1,405.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 3.300 l.m. 716-04.01 Plastic Pavement Marking (Straight-Turn Arrow) 10.000 Each 716-04.04 Plastic Pavement Marking (Transverse Shoulder) 588.000 l.f. 716-04.05 Plastic Pavement Marking (Straight Arrow) 6.000 Each 716-04.07 Plastic Pavement Marking (Exit Only Arrow) 14.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 140.000 s.f. 716-08.30 Hydroblast Removal Of Pavement Marking (Line) 8.000 l.m. 716-09.86 Contrast Pavement Marking 6" 43.000 l.m. 716-09.88 Contrast Pavement Marking 8" 3.800 l.m. 716-09.89 Contrast Pavement Marking 12" 6,550.000 l.f. 716-09.90 Contrast Pavement Marking 6" Dotted 5,920.000 l.f. 717-01 Mobilization (1) Ls 740-07.04 Geogrid Reinforcement Type 2 5,808.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 1,454.000 s.y. 202-04.01 Removal Of Structures (Description, Sta.) (Pavement At Bridge Ends) (1) Ls 604-03.04 Pavement @ Bridge Ends 1,657.000 s.y. 604-10.44 Expansion Joint Repairs 1,072.000 l.f. 604-10.50 Bridge Deck Repairs (Partial Depth Of Slab) 20.000 s.y. 604-10.53 Concrete Repairs 28.000 s.y. |
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