EROSION CONTROL BLANKET: 330 SY; AGGREGATE SUBGRADE IMPROVEMENT 12": 765 SY; AGGREGATE BASE COURSE, TYPE B 4": 20 SY; PREPARATION OF BASE: 195 SY; AGGREGATE BASE REPAIR: 20 TON; BITUMINOUS MATERIALS (TACK COAT): 2,845 POUND; HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50: 730 TON; PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH: 55 SY; PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH: 175 SF; DETECTABLE WARNINGS: 30 SF; HOT-MIX ASPHALT SURFACE REMOVAL, 1 3/4": 6,325 SY; DRIVEWAY PAVEMENT REMOVAL: 55 SY; COMBINATION CURB AND GUTTER REMOVAL: 195 FOOT; SIDEWALK REMOVAL: 175 SF; VIMDAALVE BOXES TO BE ADJUSTED: 3 EACH; COMBINATION CONCRETE CURB AND GUTTER, TYPE M-3.12: 195 FOOT; THERMOPLASTIC PAVEMENT MARKING - LINE 6": 90 FOOT; THERMOPLASTIC PAVEMENT MARKING - LINE 24": 15 FOOT; GROOVING FOR RECESSED PAVEMENT MARKING 7": 90 FOOT; GROOVING FOR RECESSED PAVEMENT MARKING 25": 15 FOOT; SEEDING, CLASS 1A SPECIAL: 330 SY; CLASS D PATCHES, SPECIAL: 765 SY; HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3": 10 SY; DRAINAGE AND UTILITY STRUCTURES TO BE ADJUSTED: 12 EACH; DRAINAGE AND UTILITY STRUCTURES TO BE RECONSTRUCTED: 1 EACH.
