Last Updated 05/29/2021 12:11 AM
Project Title

Constructing the Micro-Milling, Resurfacing, and Traffic Stripe

Physical Address View project details and contacts
City, State (County) Cullman, AL 35055   (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 $1,897,193 to $2,318,791
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Constructing the Micro-Milling, Resurfacing, and Traffic Stripe on SR-75 from the junction of Kornegay Road north of Susan Moore to the intersection of SR-74 (US-278) in Snead. Length 6.487 mi 206D001 Removing Guardrail 797 LF 206E008 Removing Guardrail End Anchor (All Type) 20 Each 210D001 225 CUYD Borrow Excavation (Loose Truckbed Measurement) 401A006 117,176 SQYD Bituminous Treatment G 405A000 Tack Coat 11,760 Gal 407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile 408B001 117,593 SQYD Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 410H000 Material Remixing Device 1 Each 410I000 Smoothness Testing, Certified Inertial Profiler 1 Each 424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D 5,282 Ton 424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 27 Ton 424B002 Superpave Bituminous Concrete Upper Binder Layer, 1/2" Maximum Aggregate Size mix, ESAL Range C/D 8,216 Ton 424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 750 Ton 424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 250 Ton 428A001 Scoring Bituminous Pavement Surface 13 Mile 430B043 Aggregate Surfacing (1" Down, Crusher Run) 250 Ton 600A000 Mobilization 1 LS 630A001 Steel Beam Guardrail, Class A, Type 2 775 LF 630C001 Guardrail End Anchor, Type 8 1 Each 630C079 Guardrail End Anchor, Type 13 (MASH) 8 Each 630C080 Guardrail End Anchor, Type 20 Series (MASH) 11 Each 630G006 Steel Beam Guardrail for Culvert, Class A, Type 2, Case 6 100 LF 631C010 Guardrail Reset 238 LF 650A000 90 CUYD Topsoil 654A001 338 SQYD Solid Sodding (Bermuda) 665J002 Silt Fence 500 LF 665O001 Silt Fence Removal 500 LF 665Q002 Wattle 250 LF 698A000 Construction Fuel (Maximum Bid Limited to $ 102,000.00) 1 LS 701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 13 Mile 701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile 701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile 701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 307 LF 701C000 Broken Temporary Traffic Stripe 4 Mile 701C001 Solid Temporary Traffic Stripe 22 Mile 701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 476 LF 701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 476 LF 701H002 Solid Traffic Stripe Removed (Tape) 951 LF 703A002 3,451 SQFT Traffic Control Markings, Class 2, Type A 703B002 164 SQFT Traffic Control Legends, Class 2, Type A 703D001 1,437 SQFT Temporary Traffic Control Markings 705A030 Pavement Markers, Class A-H, Type 2-C 23 Each 705A032 Pavement Markers, Class A-H, Type 1-B 479 Each 705A037 Pavement Markers, Class A-H, Type 2-D 998 Each 705A038 Pavement Markers, Class A-H, Type 2-E 166 Each 740B000 1,210 SQFT Construction Signs 740E000 Cones (36 Inches High) 50 Each 740M001 Ballast For Cone 50 Each 740O000 Pilot Car 1 Each

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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