Similar Projects
Last Updated | 03/29/2021 09:02 AM |
Project Title | Constructing the Planing, Resurfacing, and Traffic Stripe |
Physical Address | View project details and contacts |
City, State (County) | Birmingham, AL 35232 (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 | $1,293,167 to $1,580,537 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For constructing the Planing, Resurfacing, and Traffic Stripe on SR-5 (US-78) from the junction of SR-378 (Finley Boulevard) to the junction of Cherry Avenue in Birmingham. 206C000 Removing Concrete Sidewalk 49 SQYD 206C008 Removing Concrete Median 4 SQYD 206C025 Removing Bituminous Pavement On Concrete Surfaces 1,976 SQYD 206D001 Removing Guardrail 160 LF 206D002 Removing Curb 30 LF 206D003 Removing Curb And Gutter 26 LF 206E008 Removing Guardrail End Anchor (All Type) 8 Each 210D001 Borrow Excavation (Loose Truckbed Measurement) 400 CUYD 405A000 Tack Coat 7,343 Gal 407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile 408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 73,425 SQYD 410H000 Material Remixing Device 1 Each 423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 5,401 Ton 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 857 Ton 424A367 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 500 Ton 424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D 535 Ton 424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D 500 Ton 428A001 Scoring Bituminous Pavement Surface 2 Mile 600A000 Mobilization (1.000) LS 618A000 Concrete Sidewalk, 4" Thick 52 SQYD 618C001 Detectable Warning Surface 42 SQFT 618D000 Curb Ramp 56 SQYD 630A001 Steel Beam Guardrail, Class A, Type 2 163 LF 630C001 Guardrail End Anchor, Type 8 3 Each 630C080 Guardrail End Anchor, Type 20 Series (MASH) 4 Each 631C010 Guardrail Reset 997 LF 650A000 Topsoil 160 CUYD 654A001 Solid Sodding (Bermuda) 600 SQYD 665G000 Sand Bags 200 Each 665J002 Silt Fence 500 LF 665O001 Silt Fence Removal 500 LF 665Q002 Wattle 200 LF 698A000 Construction Fuel (Maximum Bid Limited to $ 76,000.00) (1.000) LS 701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile 701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile 701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile 701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile 701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 35 LF 701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 7,282 LF 701C000 Broken Temporary Traffic Stripe 4 Mile 701C001 Solid Temporary Traffic Stripe 8 Mile 703A002 Traffic Control Markings, Class 2, Type A 14,666 SQFT 703B002 Traffic Control Legends, Class 2, Type A 760 SQFT 703D001 Temporary Traffic Control Markings 1,056 SQFT 705A030 Pavement Markers, Class A-H, Type 2-C 491 Each 705A032 Pavement Markers, Class A-H, Type 1-B 96 Each 705A037 Pavement Markers, Class A-H, Type 2-D 458 Each 705A038 Pavement Markers, Class A-H, Type 2-E 530 Each 710A160 Class 10 Aluminum Flat Sign Panels 0.08" Thick (Type XI Background) 34 SQFT 710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular teel) 52 LF 710C000 Removal Of Existing Roadway Signs (1.000) LS 711A000 Roadway Sign Relocation (1.000) LS 730H001 Loop Wire 6,884 LF 740B000 Construction Signs 1,347 SQFT 740D000 Channelizing Drums 250 Each 741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each |
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