Government Contract | Alabama
constructing the Replacement of Dual Bridges and Widening (Grade, Drain Base, Pave, Signals, and PedestrianBridge) on SR-1 (US-431) over Black Creek

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Bid Information


Bid Alert No: 00000458364

Bid Title: constructing the Replacement of Dual Bridges and Widening (Grade, Drain Base, Pave, Signals, and PedestrianBridge) on SR-1 (US-431) over Black Creek

Agency Bid No. Title: BR-0001(565)

Received Date: 01/12/2016

Close Date: 01/29/2016

Purchase Type: 310 Days

Delivery Point: Etowah County, Alabama

Delivery Date: Not Stated

Special Notices: Bidder Preregistration

Specifications

Specifications include, but are not limited to:206A000Removal Of Old Bridge, Station 120+58.85, NBR1 LS206A001Removal Of Old Bridge, Station 120+42.16, SBR1 LS206A002Removal Of Old Bridge, Station 123+75.00, Pedestrian Bridge1 LS206C000Removing Concrete Sidewalk907 SQYD206C002Removing Concrete Slope Paving42 SQYD206C003Removing Concrete Flumes128 SQYD206C013Removing Bridge End Slab521 SQYD206C016Removing Concrete Slope Paving (Under Bridges)1,166 SQYD206C022Removing Concrete Slab20 SQYD206D000Removing Pipe299 LF206D001Removing Guardrail 1,715 LF 206D002 Removing Curb 3,543 LF 206D003 Removing Curb And Gutter 3,697 LF 206E000 Removing Headwalls 5 Each 206E001 Removing Inlets 9 Each 206E008 Removing Guardrail End Anchor (All Type) 16 Each 206E042 Removing Inlets (Partial) 6 Each 210A000 Unclassified Excavation 5,279 CUYD 210D000 Borrow Excavation 6,215 CUYD 214A000 Structure Excavation 863 CUYD 214B001 Foundation Backfill, Commercial 260 CUYD 215B000 Cofferdams Or Sheeting And Shoring, Station 120+40.00, NBR 1 LS 215B001 Cofferdams Or Sheeting And Shoring, Station 120+40.00, SBR 1 LS 301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 13,448 SQYD 305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 56 Ton 401A000 Bituminous Treatment A 7,246 SQYD 405A000 Tack Coat 2,884 Gal 407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile 408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 23,528 SQYD 410C000 Contractor Retained Profilograph 1 Each 410H000 Material Remixing Device 1 Each 424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E 2,342 Ton 424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D ECT..

Bid Related Documents

Download Solicitation Notice

Bid Related Attachments

Download Attachment

Product Codes: 91313, 91347, 96875, 91319, 91327, 91395, 91371, 96882

Agency Information


Issuing Agency: State of Alabama Department of Transportation

State: Alabama

Agency Type: State and Local

Contact: Department of Transportation, 1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama, 36110

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