work includes: 10 CY, common excavation; 22,350 LF, shoulder berm removal; 1 CY, trench excavation of earth, exploratory (NABI); 199,900 SY, fine-milling, bituminous pavement; 36,050 LF, milled rumble strips, sinusoidal centerline; 2,070 TN, aggregate shoulders, rap; 19,275 TN, bituminous concrete pavement, type IVS, QA tier I; 1,500 SY, bituminous concrete pavement, non-paver placed, type IVS; 19,275 TN, material transfer vehicle; 3,762 LF, removal of guardrail; 4,500 LF, adjust height of guardrail; 144,250 LF, temporary 4-IN white line, paint; 135,800 LF, temporary 4-IN yellow line, paint; 13,800 SY, turf establishment, general seed; 124,000 LF, durable 4-IN white line, epoxy paint. See attached file.