Specifications include, but are not limited to: For constructing the Planing, Resurfacing, and Traffic Stripe on SR-38 (US-280) from the Talladega County Line to 0.563 mile east of the intersection of CR-49. Length 6.505 mi. 405A000 1,300 Gal Tack Coat 407B000 15 Mile Joint Sealant For Hot Mix Asphalt Pavement 408B000 230,000 SQYD Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 410H000 1 Each Material Remixing Device 420A015 9,950 Ton Polymer Modified Open Graded Friction Course 420B000 39,700 Gal Open Graded Friction Course Tack Coat 424A276 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range E 700 Ton 424A279 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" Maximum Aggregate Size Mix, ESAL Range E 150 Ton 424B284 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range E 200 Ton 424B287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E 200 Ton 430B043 100 Ton Aggregate Surfacing (1" Down, Crusher Run) 600A000 1 LS Mobilization 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 118,000.00) 701A227 15 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide) 701A230 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 701A239 14 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide) 701B207 14,061 LF Dotted, Class 2, Type A Traffic Stripe (5" Wide) 701C000 32 Mile Broken Temporary Traffic Stripe 701C001 64 Mile Solid Temporary Traffic Stripe