Summary
Work consists of: 170 CY, common excavation, 38,500 CY, shoulder berm removal; 2 CY, trench excavation of earth, exploratory (NABI); 696,300 SY, fine-milling, bituminous pavement; 283,500 LF, milled rumble strips, shoulder; 6,320 TN, aggregate shoulders, rap; 6,800 CWT, tack coat, emulsified asphalt; 71,100 TN, bituminous concrete pavement, type IIIS, QA tier I; 110 SY, bituminous concrete pavement, non-paver placed, type IVS; 91,450 TN, material transfer vehicle; 800 LF, bridge expansion joint, asphaltic plug; 100 CF, concrete repair material, type III; 1,425 LF, bituminous concrete curb, type A; 5,300 LF, removal of guardrail. See attached files.