| Number | Item | Units | Quantity |
|---|
| 1 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 9,722.00 |
| 10 | DRILL & GROUT REINFORMCEMENT BAR (EPOSXY COATED) | EACH | 20.00 |
| 11 | TYPE SP 12.5 WEARING COURSE MIXTURE (3,B) | TON | 4,931.00 |
| 12 | TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,F) | TON | 5,820.00 |
| 13 | REINFORCEMENT BARS | POUND | 560.00 |
| 14 | 15" RC PIPE SEWER DESIGN 3006 CLASS III | LIN FT | 1,208.00 |
| 15 | 4" PERF PE PIPE DRAIN | LIN FT | 2,621.00 |
| 16 | 24" RC PIPE SEWER DESIGN 3006 CLASS III | LIN FT | 326.00 |
| 17 | CONST DRAINAGE STRUCTURE DES 48-4020 | LIN FT | 66.00 |
| 18 | 6" CONCRETE WALK | SQ FT | 12,209.00 |
| 19 | 6" CONCRETE WALK SPECIAL | SQ FT | 1,841.00 |
| 2 | REMOVE WATER MAIN | LIN FT | 150.00 |
| 20 | CONCRETE CURB & GUTTER DESIGN B612 (MODIFIED) | LIN FT | 1,463.00 |
| 21 | CONCRETE CURB & GUTTER DESGIN S512 (MODIFIED) | LIN FT | 1,467.00 |
| 22 | CONCRETE CURB & GUTTER DESIGN S524 | LIN FT | 1,104.00 |
| 23 | TRUNCATED DOMES | SQ FT | 343.00 |
| 24 | SIGN | SQ FT | 429.00 |
| 25 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 26 | DECIDUOUS SHRUB NO 5 CONT | SHRUB | 109.00 |
| 27 | SEEDING | ACRE | 1.00 |
| 28 | HYDRAULIC REINFORCED FIBER MATRIX | POUND | 2,333.00 |
| 29 | MULCH MATERIAL TYPE 6 | SQ YD | 58.00 |
| 3 | EXCAVATION - COMMON (P) | CU YD | 8,581.00 |
| 30 | 4" SOLID LINE MULTI-COMPONENT GROUND IN (WR) | LIN FT | 17,590.00 |
| 4 | SELECT GRAN EMBANKMENT (CV) (P) | CU YD | 4,402.00 |
| 5 | COMMON ENBANKMENT | CU YD | 1,193.00 |
| 6 | AGGREGATE SURFACING (CV) CLASS 1 | CU YD | 225.00 |
| 7 | AGGREGATE BASE (CV) CLASS 6 (P) | CU YD | 1,687.00 |
| 8 | FULL DEPT RECLAMATION | SQ YD | 31,103.00 |
| 9 | MILL BITUMINOUS SURFACE (2.0") | SQ YD | 3,000.00 |
