Micro-Milling, Resurfacing, and Traffic Stripe on SR-64 from the junction of SR-13 (US-43) to the intersection of SR-101 in Lexington

405A000 17,530 Gal Tack Coat; 408B001 175,300 SQYD Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick); 410H000 1 Each Material Remixing Device; 424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 14,462 Ton; 424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B 1,000 Ton; 424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 1,000 Ton; 428A001 20 Mile Scoring Bituminous Pavement Surface; 430B042 1,562 Ton Aggregate Surfacing (Crushed Aggregate Base, Type A); 600A000 1 LS Mobilization; 698A000 1 LS Construction Fuel (Maximum Bid Limited to $ 118,000.00); 701A227 21 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide); 701A230 18 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide); 701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide); 701C000 7 Mile Broken Temporary Traffic Stripe; 701C001 74 Mile Solid Temporary Traffic Stripe; 701G146 1,002 LF Solid White, Class W, Type A Traffic Stripe (5"Wide); 701G154 1,002 LF Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)...