Work includes: 341,000 SY, fine-milling, bituminous pavement; 78,750 LF, milled rumble strips, sinusoidal centerline; 6,150 TN, aggregate shoulders, rap; 2,270 CWT, tack coat, emulsified asphalt; 3,675 LF, removal of guardrail; 4,625 LF, adjust height of guardrail; 3,675 LF, steel beam guardrail; 210,500 LF, temporary 4-IN white line, paint; 199,100 LF, temporary 4-IN yellow line, paint; 2,500 LF, temporary 8-IN yellow line, paint; 42,050 EA, line striping targets; 27,875 SY, turf establishment, general seed; 29,700 TN, material transfer vehicle; 4 EA, changing elevation of sewer manholes; 1 Dl, pay adjustment, BCP, mixture properties (NABI). See attached files.