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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


Location
Alabama
Publication Date
05/13/2019 01:37 PM EDT
Closing Date
05/31/2019 11:00 AM EDT
Issuing Organization
State of Alabama - Department of Transportation
Solicitation Number
Description

Specifications include, but are not limited to: 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

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