Last Updated 02/12/2022 10:33 AM
Project Title

Resurfacing (Microsurfacing) on S.R. 59, S.R. 64 and S.R. 100

Physical Address View project details and contacts
City, State (County) (Fayette, Hardeman Counties)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
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Estimated Value
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Description

Project No. STP/HSIP-59(33), 24S059-F8-002 (PIN 123942.00), 24S059-F3-002 (PIN 123942.00) The resurfacing (microsurfacing) on S.R. 59 from S.R. 194 (L.M. 6.07) to S.R. 76 (L.M. 14.31). Project Length - 8.240 miles Project No. NH/HSIP-15(221), 35S015-F8-002 (PIN 127390.00), 35S015-F3-002 (PIN 127390.00), 35S015-M3-003 (PIN 127390.00) The resurfacing (microsurfacing) on U.S. 64 (S.R. 15) from the Fayette County line (L.M. 0.00) to Walton Road (L.M. 9.23), including bridge deck repair and thin epoxy overlay. Project Length - 7.140 miles Project No. NH/HSIP-100(94), 35S100-F8-003 (PIN 127394.00), 35S100-F3-003 (PIN 127394.00) The resurfacing (microsurfacing) on S.R. 100 from near U.S. 64 (S.R. 15) (L.M. 0.00) to U.S. 64 (S.R. 15) (L.M. 1.68). Project Length - 1.680 miles Total Contract Length - 17.060 miles Item No. Description Quantity Units 202-03.01 Removal Of Asphalt Pavement 107.000 s.y. 203-06 Water 11.000 m.g. 208-01.05 Brooming & Degrassing Shoulders 45.590 l.m. 303-02 Mineral Aggregate, Type b Base, Grading (Description) (c Or d) 112.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 37.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 12.000 Ton 403-01.01 Bituminous Material For Tack Coat (Microsurfacing) 57.000 Ton 403-01.10 High Performance Fog Seals 154,117.000 s.y. 411-04 Crack Sealant 78,767.000 Lb. 414-03.01 Emulsified Asphalt For Micro-Surfacing 762.000 Ton 414-03.02 Aggregate For Micro Surfacing 6,341.000 Ton 712-01 Traffic Control (1) Ls 712-06 Signs (Construction) 3,221.000 s.f. 712-08.03 Arrow Board (Type c) 4.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 1,458.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 242.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 401.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 2,101.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 105.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 768.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 58.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 175.000 l.f. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 370.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 0.120 l.m. 716-03.04 Plastic Word Pavement Marking (School) 2.000 Each 716-03.06 Plastic Word Pavement Marking (Signal Ahead) 4.000 Each 716-05.20 Painted Pavement Marking (6" Line) 110.050 l.m. 716-08.03 Removal Of Pavement Marking (Cross-Walk) 370.000 l.f. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 716-08.05 Removal Of Pavement Marking (Stop Line) 468.000 l.f. 716-08.06 Removal Of Pavement Marking (Turn Lane 716-08.09 Removal Of Pavement Marking (Dotted Line) 143.000 l.f. 716-08.11 Removal Of Word Pavement Marking (Description) (Signal Ahead) 716-08.12 Removal Of Word Pavement Marking (Description) (School) 2.000 Each 716-08.20 Removal Of Pavement Marking (Line) 52.490 l.m 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 68.970 l.m. 717-01 Mobilization (1) Ls 730-12.01 Conduit 1" Diameter (Pvc) 50.000 l.f. 730-14.01 Shielded Detector Cable 50.000 l.f. 730-14.02 Saw Slot 250.000 l.f. 730-14.03 Loop Wire 500.000 l.f. 604-10.50 Bridge Deck Repairs (Partial Depth Of Slab) 9.000 s.y. 617-04.01 Type 1 Thin Epoxy Overlay (Epoxy-Urethane) 1,678.000 s.y.

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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