MOBILIZATION 1.000 LS; BONDS AND INSURANCE 1.000 LS; REMOVAL & DISPOSAL OF EXISTING PAVEMENT 107.000 SY; REMOVAL OF EXIST. GUARDRAIL 512.500 LF; UNCLASSIFIED EXCAVATION 28.000 CY; BORROW EXCAVATION 3,455.600 CY; EXCAVATION FOR SHOULDER PAVING 1,025.200 STA; HAULING OF EXCAVATED SHOULDER MATERIAL 1,025.200 STA; MAINTENANCE STONE 92.100 TON; CEMENT MODIFIED RECYCLED BASE (10" UNIF)-CURING METHOD B 77,025.000 SY; PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE 2,078.000 TON; HMA SHOULDER WIDENING COURSE 5,447.200 TON; LIQUID ASPHALT BINDER PG64-22 2,400.799 TON; FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 3,460.000 SY; FULL DEPTH ASPH. PAV. PATCHING 8" UNIF 5,750.000 SY; MILLING EXISTING ASPHALT PAVEMENT 1.5" 19,820.000 SY; MILLING EXISTING ASPHALT PAVEMENT 2.0" 115,330.000 SY; MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 3,875.000 SY; ASPHALT INTERMEDIATE COURSE TYPE B 4,632.320 TON; ASPHALT SURFACE COURSE TYPE B 11,907.987 TON; ASPHALT SURFACE COURSE TYPE C 16,216.445 TON; ASPHALT SURFACE COURSE TYPE E 794.875 TON; DRIVEWAY PAVING-SURFACE TYPE C 2,381.750 TON; TRAFFIC CONTROL 1.000 LS; PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 3,468.000 SF; 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 10,335.000 LF; 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 563,575.000 LF; 8"WHITE SOLID LINES(CROSSWALK&CHANNELIZATION)FAST DRY PAINT 120.000 LF; 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 3,620.000 LF; WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT)-FAST DRY PAINT 12.000 EA...
