Similar Projects
| Last Updated | 06/03/2019 01:54 AM |
| Project Title | Constructing the Planing, Resurfacing, and Traffic Stripe |
| Physical Address | View project details and contacts |
| City, State (County) | AL (Shelby 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 | $2,066,473 to $2,525,690 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Constructing the Planing, Resurfacing, and Traffic Stripe on SR-25 from the junction of CR-73 northeast of Wilton to the junction of SR-3 (US-31) in Calera. Length 6.970 mi. 206c000 Removing Concrete Sidewalk 140 Sqyd 206d003 Removing Curb And Gutter 112 Lf 206e008 Removing Guardrail End Anchor (All Type) 6 Each 210d001 Borrow Excavation (Loose Truckbed Measurement) 300 Cuyd 305b077 Crushed Aggregate, Section 825, For Miscellaneous Use 500 Ton 405a000 Tack Coat 15,146 Gal 407b000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile 408a052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 139,037 Sqyd 408a053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 2,682 Sqyd 410h000 Material Remixing Device 1 Each 420a015 Polymer Modified Open Graded Friction Course 1,267 Ton 420b000 Open Graded Friction Course Tack Coat 2,628 Gal 424a280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, Esal Range e 12,860 Ton 424a284 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, Esal Range e 500 Ton 424a369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, Esal Range c/d 1,100 Ton 424b288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, Esal Range e 500 Ton 428a001 Scoring Bituminous Pavement Surface 5 Mile 600a000 Mobilization (1) Ls 618a000 Concrete Sidewalk, 4" Thick 160 Sqyd 623c003 Combination Curb & Gutter, Type c (Modified) 128 Lf 630c080 Guardrail End Anchor, Type 20 Series (Mash) 6 Each 631c010 Guardrail Reset 332 Lf 650a000 Topsoil 120 Cuyd 654a000 Solid Sodding 720 Sqyd 665g000 Sand Bags 125 Each 665j002 Silt Fence 250 Lf 665o001 Silt Fence Removal 250 Lf 665q002 Wattle 125 Lf 698a000 Construction Fuel (Maximum Bid Limited To $ 80,000.00) (1) Ls 701a227 Solid White, Class 2, Type a Traffic Stripe (5" Wide) 15 Mile 701a230 Solid Yellow, Class 2, Type a Traffic Stripe (5" Wide) 8 Mile 701a244 Broken Yellow, Class 2, Type a Traffic Stripe (5" Wide) 4 Mile 701b207 Dotted, Class 2, Type a Traffic Stripe (5" Wide) 1,940 Lf 701c000 Broken Temporary Traffic Stripe 4 Mile 701c001 Solid Temporary Traffic Stripe 14 Mile 703a002 Traffic Control Markings, Class 2, Type a 9,425 Sqft 703b002 Traffic Control Legends, Class 2, Type a 904 Sqft 703d001 Temporary Traffic Control Markings 2,204 Sqft 705a030 Pavement Markers, Class a-h, Type 2-c 183 Each 705a037 Pavement Markers, Class a-h, Type 2-d 677 Each 710a165 Class 10 Aluminum Flat Sign Panels 0.08" Thick (Type Xi Background, Fluorescent) 52 Sqft 710b021 Roadway Sign Post (#3 u Channel, Galvanized Steel Or 2 ", 14 Ga Square Tubular Steel) 78 Lf 730h001 Loop Wire 648 Lf 740b000 Construction Signs 1,821 Sqft 740d000 Channelizing Drums 200 Each 740o000 Pilot Car 1 Each | ||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
