| Number | Item | Units | Quantity |
|---|
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 12,024.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 21,977.00 |
| 2106.507 | EXCAVATION - SUBGRADE | CU YD | 6,812.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 7,913.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 3,927.00 |
| 2360.509 | TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) | TON | 2,015.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) | TON | 2,262.00 |
| 2503.503 | 15" RC PIPE SEWER DESIGN 3006 CLASS V | LIN FT | 1,441.00 |
| 2503.503 | 24" RC PIPE SEWER DESIGN 3006 CLASS III | LIN FT | 600.00 |
| 2521.518 | 4" CONCRETE WALK | SQ FT | 5,318.00 |
| 2531.503 | CONCRETE CURB AND GUTTER DESIGN B624 | LIN FT | 8,447.00 |
| 2545.502/09040 | LIGHTING UNIT TYPE 9-40 | EACH | 11.00 |
| 2575.508 | HYDRAULIC STABILIZED FIBER MATRIX | POUND | 19,846.00 |
| 2582.503 | 4" SOLID LINE MULTI-COMPONENT GROUND IN | LIN FT | 5,153.00 |
| 2582.503 | 6" SOLID LINE MULTI-COMPONENT GROUND IN | LIN FT | 4,632.00 |
