Summary
Work consists of: 1 CY, trench excavation of earth, exploratory (NABI); 1,120 SY, aggregate shoulders, rap; 11,000 TN, bituminous concrete pavement, type IVS, QA tier I; 100 TN, bituminous concrete pavement, surface preparation, type IVS; 730 SY, bituminous concrete pavement, non-paver placed, type IVS; 26,300 EA, line striping targets; 83,200 LF, temporary 4-IN white line, paint; 73,750 LF, temporary 4-IN yellow line, paint; 26,300 EA, line striping targets; 4 TN, hay mulch; 100 SY, rolled erosion control product, type I; 71,300 LF, durable 4-IN white line, epoxy paint; 59,400 LF, durable 4-IN yellow line, epoxy paint; 59,400 LF, durable 4-IN yellow line, polyurea. See attached files.