Work consists of 198,700 SY, milled rumble strips, sinusoidal centerline; 90 CY, subbase of crushed gravel, fine graded; 1,975 TN, aggregate shoulders, rap; 19,200 TN, bituminous concrete pavement, type IVS, QA tier I; 145 TN, bituminous concrete pavement, surface preparation, type IVS; 3,500 SY, bituminous concrete pavement, non-paver placed, type IVS; 19,200 TN, bridge expansion joint, asphaltic plug; 2,750 LF, removal of guardrail; 212.500 LF, adjust height of guardrail; 1,425 LF, steel beam guardrail; 136,100 LF, temporary 4-IN white line, paint; 136,100 LF, temporary 4-IN yellow line, paint. See attached files.