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Last Updated 02/27/2022 09:02 AM
Project Title

Constructing the Micro-Milling, Resurfacing, and Traffic Stripe on SR-79 from the Junction of SR-53 (US-231) Northeast of Cleveland to the Intersection of SR-74 (US-278) in Brooksville (Site 1) and on SR-53 (US-231) from the Junction of SR-79

Physical Address View project details and contacts
City, State (County) AL   (Blount 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 $2,848,518 to $3,481,522
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

for constructing the Micro-Milling, Resurfacing, and Traffic Stripe on SR-79 from the junction of SR-53 (US-231) northeast of Cleveland to the intersection of SR-74 (US-278) in Brooksville (Site 1) and on SR-53 (US-231) from the junction of SR-79 in Cleveland to a point north of the junction of Fowler Springs Road (MP 264.457) (Site 2). Length 12.914 mi Item No. Quantity Units Description 305B077 500 Ton Crushed Aggregate, Section 825, For Miscellaneous Use 405A000 26,213 Gal Tack Coat 408B001 262,126 SQYD Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 410H000 1 Each Material Remixing Device 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 18,282 Ton 424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 71 Ton 424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 2,000 Ton 424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 250 Ton 428A001 26 Mile Scoring Bituminous Pavement Surface 600A000 1 LS Mobilization 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 153,000.00) 701A227 27 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide) 701A230 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701A244 11 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701B207 889 LF Dotted, Class 2, Type A Traffic Stripe (5" Wide) 701C000 20 Mile Broken Temporary Traffic Stripe 701C001 72 Mile Solid Temporary Traffic Stripe 701G146 1,056 LF Solid White, Class W, Type A Traffic Stripe (5"Wide) 701G154 1,056 LF Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 701G252 140 LF Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 701H002 2,112 LF Solid Traffic Stripe Removed (Tape) 703A002 8,160 SQFT Traffic Control Markings, Class 2, Type A 703B002 441 SQFT Traffic Control Legends, Class 2, Type A 703D001 1,428 SQFT Temporary Traffic Control Markings 705A030 79 Each Pavement Markers, Class A-H, Type 2-C 705A032 1,010 Each Pavement Markers, Class A-H, Type 1-B 705A037 772 Each Pavement Markers, Class A-H, Type 2-D 705A038 413 Each Pavement Markers, Class A-H, Type 2-E 740B000 1,910 SQFT Construction Signs 740E000 50 Each Cones (36 Inches High) 740M001 50 Each Ballast For Cone 740O000 1 Each Pilot Car

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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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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