Number | Item | Units | Quantity |
---|
2104.503/00315 | REMOVE CURB & GUTTER | L F | 1,853.00 |
2104.504/00120 | REMOVE BITUMINOUS PAVEMENT | S Y | 7,256.00 |
2105.507/00015 | COMMON EXCAVATION | C Y | 4,801.00 |
2211.509/00070 | AGGREGATE BASE CLASS 5 | TON | 3,931.00 |
2360.509/22300 | TYPE SP 12.5 WEARING COURSE MIX (2;C) | TON | 1,594.00 |
2360.509/22305 | TYPE SP 12.5 NON WEAR COURSE MIX (2;C) | TON | 783.00 |
2501.503/12018 | 18" CS PIPE CULVERT | L F | 157.00 |
2502.503/06060 | 6" PVC PIPE DRAIN | L F | 996.00 |
2502.503/08040 | 4" PERF TP PIPE DRAIN | L F | 1,847.00 |
2502.503/10040 | 4" PERF PE PIPE DRAIN | L F | 981.00 |
2503.503/19125 | 12" RC PIPE SEWER DES 3006 CL V | L F | 305.00 |
2503.503/19155 | 15" RC PIPE SEWER DES 3006 CL V | L F | 117.00 |
2503.503/19183 | 18" RC PIPE SEWER DES 3006 CL III | L F | 814.00 |
2503.503/19243 | 24" RC PIPE SEWER DES 3006 CL III | L F | 395.00 |
2503.603/21004 | 4" PVC PIPE SEWER | L F | 682.00 |
2504.602/00410 | 1" CORPORATION STOP | EACH | 12.00 |
2504.602/00806 | 6" GATE VALVE & BOX | EACH | 6.00 |
2504.602/03100 | 1" CURB STOP & BOX | EACH | 11.00 |
2504.603/00810 | 1" TYPE PE PIPE | L F | 368.00 |
2504.603/02008 | 8" PVC WATERMAIN | L F | 1,631.00 |
2504.608/00015 | WATERMAIN FITTINGS | LB | 974.00 |
2506.502/06000 | CASTING ASSEMBLY | EACH | 23.00 |
2506.503 | CONSTRUCT DRAINAGE STRUCTURE DESIGN R-1 | L F | 44.20 |
2506.503/02420 | CONST DRAINAGE STRUCTURE DES 48-4020 | L F | 101.30 |
2521.518/00040 | 4" CONCRETE WALK | S F | 6,136.00 |
2521.518/00060 | 6" CONCRETE WALK | S F | 743.00 |
2531.503/02320 | CONCRETE CURB & GUTTER DESIGN B624 | L F | 2,103.00 |
2531.504/00060 | 6" CONCRETE DRIVEWAY PAVEMENT | S Y | 388.00 |
2531.618/00010 | TRUNCATED DOMES | S F | 125.00 |
2574.507/00100 | COMMON TOPSOIL BORROW | C Y | 541.00 |
2575.504/00073 | EROSION CONTROL BLANKETS CATEGORY 3N | S Y | 1,652.00 |
2575.508/40001 | HYDRAULIC MULCH MATRIX | LB | 1,392.00 |
2582.503/10104 | 4" SOLID LINE PAINT | L F | 689.00 |
2582.503/10404 | 4" DBLE SOLID LINE PAINT | L F | 1,107.00 |