Similar Projects
| Last Updated | 01/25/2019 09:25 AM |
| Project Title | Contract Resurfacing 2018- Group 2 |
| Physical Address | View project details and contacts |
| City, State (County) | AL (Jefferson 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 | |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Allison-Bonnett Memorial Drive- From Hueytown Road to Brooklane Drive 2. Cahaba River Road- From Dolly Ridge Road to Cahaba River 3. Cherry Avenue- From South Main Street (Graysville) to I-22 (Exit 91) 4. Morgan Road- From Greenwood Parkway to State Route 150 5. Pinehill Road- From Newcastle Road to State Route 79 6. Sandusky Road- From Minor Parkway to Piedmont Avenue 7. Shady Grove Road- From State Route 269 to Moore Road 8. North Chalkville Road- From US Highway 11 to Hewitt Street. Quantity Unit Description 5,000 LF Removing Guardrail 3,500 CU.YD. Borrow Excavation (Loose Truckbed Measurement) 38,531 GAL Tack Coat (0.1 Gal/SQ.YD) 26 MILE Joint Sealant for Hot Mix Asphalt 371,100 SQ.YD Planing Existing Pavement 1.10" thru 2.0" thick 14,210 SQ. YD. Planing Existing Pavement 2.10" thru 3.0" thick 42,384 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 600 TON Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 3,575 TON Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 585 TON Aggregate Surfacing (ALDOT #467) 1 LS Mobilization 5 CU.YD Minor Structure Concrete 800 LF Steel Beam Guardrail, Class A, Type 2 (Standard Steel Post) 4,600 LF Steel Beam Guardrail, Class A, Type 2 (8`-0" Post) 3,200 LF Steel Beam Guardrail, Class A, Type 2 Reset (8`-0" Post) 16 EACH Guardrail End Anchor, Type Special 36 EACH Guardrail End Anchor, Type 20 Series (MASH) 4.50 ACRE Seeding 4,075 SQ.YD. Solid Sodding 4.50 ACRE Mulching 5,000 LF Silt Fence 47 MILE Solid White, Class 2, Type A Traffic Stripe 49 MILE Solid Yellow, Class 2, Type A Traffic Stripe 200 LF Dotted, Class 2, Type W, Traffic Stripe 5,670 LF Dotted, Class 2, Type A, Traffic Stripe 0.2 MILE Broken White, Class 2, Type A Traffic Stripe 2.6 MILE Broken Yellow, Class 2, Type A Traffic Stripe 21,500 SQ.FT Traffic Control Markings, Class 2, Type A 1,225 SQ.FT. Traffic Control Legends, Class 2, Type A 0.75 MILE Solid White, Class W, Type A Traffic Stripe 0.7 MILE Solid Yellow, Class W, Type A Traffic Stripe 185 MILE Solid Temporary Traffic Stripe (Paint) 1.4 Mile Solid Traffic Stripe Removed (Tape) 280 SQ.FT. Removal of Existing Traffic Control Markings or Legends (Tape) 280 SQ.FT. Traffic Control Markings, Class W, Type A 4,875 SQ.FT. Temporary Traffic Control Markings (Paint) 745 EACH Pavement Markers, Class A-H, Type 2-C 335 EACH Pavement Markers, Class A-H, Type 1-A 3,355 EACH Pavement Markers, Class A-H, Type 2-D 955 EACH Pavement Markers, Class A-H, Type 2-E 36,000 LF Loop Wire 2,000 LF Loop Detector Lead in Cable 20 EACH Traffic Signal Junction Box 1,000 LF 1", Non- Metallic, Conduit 1,500 LF 2", Non- Metallic, Conduit 1,160 SQ.FT. Construction Signs 100 EACH Channelizing Drums 200 EACH Cones (36 Inches High) 200 EACH Ballast for Cone 2 EACH Pilot Car 4 EACH Portable Changeable Message Sign. | ||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
