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Last Updated | 07/21/2022 08:19 AM |
Project Title | Constructing the Planing, Resurfacing, Bridge Guardrail Retrofit, and Traffic Stripe on SR-1 (US-431) from 0.280 mile south of the junction of SR-204 to the Etowah County Line |
Physical Address | View project details and contacts |
City, State (County) | AL (Calhoun County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results, |
Bids Due | View project details and contacts |
Estimated Value | $3,220,617 to $3,936,310 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Constructing the Planing, Resurfacing, Bridge Guardrail Retrofit, and Traffic Stripe on SR-1 (US-431) from 0.280 mile south of the junction of SR-204 to the Etowah County Line. Length 4.073 mi. 206D001 Removing Guardrail 210 LF 206E008 Removing Guardrail End Anchor (All Type) 12 Each 401B100 Bituminous Treatment E (With Polymer Additive) 130,712 SQYD 401B107 Bituminous Treatment KG (With Polymer Additive) 26,229 SQYD 405A000 Tack Coat 14,353 Gal 408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 1,496 SQYD 408B001 Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 127,914 SQYD 410H000 Material Remixing Device 1 Each 410I000 Smoothness Testing, Certified Inertial Profiler 1 Each 423A008 Stone Matrix Asphalt Wearing Layer, 3/8" Maximum Aggregate Size mix 5,289 Ton 423B003 Stone Matrix Asphalt Binder Layer, 1/2" Maximum Aggregate Size 9,305 Ton 424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" Maximum Aggregate Size Mix,ESAL Range C/D 117 Ton 424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 700 Ton 424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 700 Ton 430B043 Aggregate Surfacing (1" Down, Crusher Run) 40 Ton 432A000 High Density Mineral Bond 3,332 SQYD 600A000 Mobilization (1.000) LS 629D003 Bridge Guardrail Retrofit, Type SC 6 Each 630A001 Steel Beam Guardrail, Class A, Type 2 289 LF 630C079 Guardrail End Anchor, Type 13 (MASH) 6 Each 630C080 Guardrail End Anchor, Type 20 Series (MASH) 6 Each 698A000 Construction Fuel (Maximum Bid Limited to $ 188,000.00) (1.000) LS 701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile 701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile 701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile 701B205 Dotted, Class 2, Type A, Traffic Stripe 9,357 LF 701C000 Broken Temporary Traffic Stripe 32 Mile 701C001 Solid Temporary Traffic Stripe 69 Mile 701C008 Broken Temporary Traffic Stripe (Dotted Paint) 9 Mile 701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,200 LF 701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,200 LF 701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 1,200 LF 703A002 Traffic Control Markings, Class 2, Type A 3,402 SQFT 703B002 Traffic Control Legends, Class 2, Type A 493 SQFT 703D001 Temporary Traffic Control Markings 4,569 SQFT 705A030 Pavement Markers, Class A-H, Type 2-C 1,268 Each 705A037 Pavement Markers, Class A-H, Type 2-D 21 Each 740B000 Construction Signs 1,774 SQFT 740D000 Channelizing Drums 100 Each 740E000 Cones (36 Inches High) 220 Each 740M001 Ballast For Cone 220 Each 741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each |
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Details | Bridge, New Construction.
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Project Documents |
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