Similar Projects
| Last Updated | 03/27/2021 02:25 AM |
| Project Title | Road Resurfacing on S.R. 76 |
| Physical Address | View project details and contacts |
| City, State (County) | TN (Fayette 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 | The Resurfacing on S.R. 76 from S.R. 57 (L.M. 0.00) to S.R. 193 (L.M. 6.90), Including Bridge Repair. 202-03.01 Removal Of Asphalt Pavement 26.000 s.y. 203-06 Water 13.000 m.g. 208-01.05 Brooming & Degrassing Shoulders 14.000 l.m. 303-02 Mineral Aggregate, Type b Base, Grading (Description) (c Or d) 1,740.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 9.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 3.000 Ton 403-02.01 Trackless Tack Coat 31.000 Ton 411-01.12 Longitudinal Joint Stabilization 80,233.000 s.f. 411-03.12 Acs Mix(Pg64-22) Thin Lift d Asphalt 4,504.000 Ton 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 10.000 l.m. 414-04.03 Asphalt Emulsion (Scrub Seal) 127.000 Ton 414-04.04 Mineral Aggregate (Scrub Seal) 1,035.000 Ton 415-01.02 Cold Planing Bituminous Pavement 9,122.000 s.y. 705-02.10 Guardrail Transition 27in To 31in 3.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 3.000 Each 712-01 Traffic Control (1) Ls 712-06 Signs (Construction) 1,634.000 s.f. 713-02.21 Sign Post Delineation Enhancement 21.000 l.f. 713-15.36 Remove Sign, Support & Footing 2.000 Each 713-16.20 Signs (Description) (w10-1, Highway-Rail Grade Crossing Advance Warning) 2.000 Each 713-16.21 Signs (Description) (w10-4, Highway-Rail Grade Crossing Advance Warning) 1.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 447.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 22.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 220.000 l.f. 716-03.02 Plastic Word Pavement Marking (Rxr) 2.000 Each 716-03.03 Plastic Word Pavement Marking (Stop Ahead) 1.000 Each 716-05.20 Painted Pavement Marking (6" Line) 23.200 l.m. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 11.000 s.y. 716-08.05 Removal Of Pavement Marking (Stop Line) 220.000 l.f. 716-08.11 Removal Of Word Pavement Marking (Description) (Rxr) 2.000 Each 716-08.12 Removal Of Word Pavement Marking (Description) (Stop Ahead) 1.000 Each 716-08.20 Removal Of Pavement Marking (Line) 23.200 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 9.200 l.m. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 14.000 l.m. 717-01 Mobilization (1) Ls 604-10.44 Expansion Joint Repairs 172.000 l.f. 617-04.01 Type 1 Thin Epoxy Overlay (Epoxy-Urethane) 4,286.000 s.y. |
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
