Last Updated 02/03/2020 07:34 AM
Project Title

Safety Widening, Micro-Milling, Resurfacing, and Traffic Stripe on SR-50 from the Junction of SR-38 (US-280) in Camp Hill to the Chambers County Line

Physical Address View project details and contacts
City, State (County) (Chambers, Tallapoosa Counties)
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 $1,397,179 to $1,707,663
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

For constructing the Safety Widening, Micro-Milling, Resurfacing, and Traffic Stripe on SR-50 from the junction of SR-38 (US-280) in Camp Hill to the Chambers County Line. Length 5.412 mi. 209A000 11 Each Mailbox Reset, Single 401B100 80,860 SQYD Bituminous Treatment E (With Polymer Additive) 405A000 5,400 Gal Tack Coat 407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement 408B000 800 SQYD Micro-Milling Existing Pavement (Approximately 0.00" Thru 1.00" Thick) 408B001 69,120 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 8,615 Ton 424A366 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 300 Ton 424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 300 Ton 424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 300 Ton 424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 300 Ton 424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D 2,320 Ton 428A001 11 Mile Scoring Bituminous Pavement Surface 430B043 745 Ton Aggregate Surfacing (1" Down, Crusher Run) 600A000 1 LS Mobilization 610D003 1,175 SQYD Filter Blanket, Geotextile 665A000 5 Acre Temporary Seeding 665B001 15 Ton Temporary Mulching 665G000 100 Each Sand Bags 665J002 250 LF Silt Fence 665O001 250 LF Silt Fence Removal 665Q002 1,760 LF Wattle 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 20,000.00) 701A227 11 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide) 701A230 9 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701C000 8 Mile Broken Temporary Traffic Stripe 701C001 57 Mile Solid Temporary Traffic Stripe 701G146 170 LF Solid White, Class W, Type A Traffic Stripe (5"Wide) 701G154 170 LF Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 701H002 170 LF Solid Traffic Stripe Removed (Tape) 703A002 1,250 SQFT Traffic Control Markings, Class 2, Type A 703D001 3,670 SQFT Temporary Traffic Control Markings 705A032 158 Each Pavement Markers, Class A-H, Type 1-B 705A037 395 Each Pavement Markers, Class A-H, Type 2-D 740B000 1,507 SQFT Construction Signs 740E000 100 Each Cones (36 Inches High) 740M001 100 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
 Other Documents