Constructing the Micro-Milling, Resurfacing, and Traffic Stripe on SR-207 from a point 0.230 mile south of the Anderson Creek Bridge to the Tennessee State Line. Length 7.605 mi.

405A000 Tack Coat 12,012 Gal; 408B001 Micro-Milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick) 120,112 SQYD 410H000 Material Remixing Device 1 Each; 424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 9,517 Ton; 424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 226 Ton; 424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B 500 Ton; 424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B 500 Ton; 428A001 Scoring Bituminous Pavement Surface 1 Mile; 430B042 Aggregate Surfacing (Crushed Aggregate Base, Type A) 1,185 Ton; 600A000 Mobilization (1.000) LS...