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Last Updated 02/26/2021 11:11 PM
Project Title

Constructing the Micro-Milling, Resurfacing, and Traffic Stripe on SR-3 (US-31) from the junction of Atkeson Drive Southeast in Decatur to the Tennessee River Bridge (MP 358.394)

Physical Address View project details and contacts
City, State (County) Decatur, AL 35603   (Morgan 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 $3,844,925 to $4,699,353
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-3 (US-31) from the junction of Atkeson Drive Southeast in Decatur to the Tennessee River Bridge (MP 358.394). Length 5.964 mi 206E008 2 Each Removing Guardrail End Anchor (All Type) 405A000 36,838 Gal Tack Coat 407B000 20 Mile Joint Sealant For Hot Mix Asphalt Pavement 408B001 368,371 SQYD Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 410H000 1 Each Material Remixing Device 424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E 19,543 Ton 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 7,848 Ton 424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 2,326 Ton 424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range E 500 Ton 424B287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E 500 Ton 424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" 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 428A001 10 Mile Scoring Bituminous Pavement Surface 430B042 941 Ton Aggregate Surfacing (Crushed Aggregate Base, Type A) 600A000 1 LS Mobilization 630C080 2 Each Guardrail End Anchor, Type 20 Series (MASH) 631C010 75 LF Guardrail Reset 631E003 1 Each Guardrail End Anchor, Type 13, Reset 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 205,500.00) 701A227 11 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide) 701A230 15 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701A239 13 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide) 701A244 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701B207 12,527 LF Dotted, Class 2, Type A Traffic Stripe (5" Wide) 701C000 38 Mile Broken Temporary Traffic Stripe 701C001 40 Mile Solid Temporary Traffic Stripe 703A002 26,306 SQFT Traffic Control Markings, Class 2, Type A 703B002 1,569 SQFT Traffic Control Legends, Class 2, Type A 703D001 10,924 SQFT Temporary Traffic Control Markings 705A030 815 Each Pavement Markers, Class A-H, Type 2-C 705A032 570 Each Pavement Markers, Class A-H, Type 1-B 705A037 1,435 Each Pavement Markers, Class A-H, Type 2-D 705A038 360 Each Pavement Markers, Class A-H, Type 2-E 730H001 37,500 LF Loop Wire 730I001 2,000 LF Loop Detector Lead-In-Cable 730K000 11 Each Traffic Signal Junction Box 730L005 1,250 LF 2", Non-Metallic, Conduit 740B000 2,977 SQFT Construction Signs 740D000 300 Each Channelizing Drums 740E000 500 Each Cones (36 Inches High) 740M001 500 Each Ballast For Cone 741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit

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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