| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2104.502 | REMOVE CASTING | EACH | 16.00 |
| 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 2.00 |
| 2104.502 | REMOVE PIPE APRON | EACH | 4.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 23.00 |
| 2104.503 | REMOVE CURB & GUTTER | LIN FT | 7,707.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 343.00 |
| 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | 109.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 250.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 12.00 |
| 2104.504 | REMOVE BITUMINOUS DRIVEWAY PAVEMENT | SQ YD | 234.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 489.00 |
| 2104.504 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ YD | 191.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 334.00 |
| 2106.507 | COMMON EMBANKMENT (CV) | CU YD | 476.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 118.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 185.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 20.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 20.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 10.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 20.00 |
| 2123.510 | MOTOR GRADER | HOUR | 20.00 |
| 2130.523 | WATER | M GALLON | 25.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 2,351.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 56.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 1,115.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 18,821.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (3.5") | SQ YD | 18,821.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 2,294.00 |
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (3;C) | TON | 2,372.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 41.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 3,430.00 |
| 2411.507 | GRANULAR BACKFILL (CV) | CU YD | 77.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 55.00 |
| 2501.502 | 15" CS PIPE APRON | EACH | 14.00 |
| 2501.502 | 15" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 18" CS PIPE APRON | EACH | 4.00 |
| 2501.502 | 30" RC PIPE APRON | EACH | 1.00 |
| 2501.503 | 15" CS PIPE CULVERT | LIN FT | 234.00 |
| 2501.503 | 18" CS PIPE CULVERT | LIN FT | 78.00 |
| 2501.503 | 21" SPAN CS PIPE-ARCH CULVERT | LIN FT | 40.00 |
| 2501.602 | 21" SPAN PIPE-ARCH APRON | EACH | 2.00 |
| 2502.503 | 4" PERF TP PIPE DRAIN | LIN FT | 7,694.00 |
| 2503.503 | 15" RC PIPE SEWER DES 3006 CL III | LIN FT | 119.00 |
| 2503.503 | 30" RC PIPE SEWER DES 3006 CL III | LIN FT | 17.00 |
| 2503.602 | CONNECT INTO EXISTING DRAINAGE STRUCTURE | EACH | 4.00 |
| 2506.502 | CASTING ASSEMBLY | EACH | 19.00 |
| 2506.502 | CONST DRAINAGE STRUCTURE DESIGN SPECIAL | EACH | 2.00 |
| 2506.503 | CONST DRAINAGE STRUCTURE DESIGN F | LIN FT | 7.30 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 8.50 |
| 2531.503 | CONCRETE CURB & GUTTER DESIGN B624 | LIN FT | 7,707.00 |
| 2531.504 | 7" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 375.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 18.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2564.618 | SIGN TYPE C | SQ FT | 98.20 |
| 2573.502 | CULVERT END CONTROLS | EACH | 13.00 |
| 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 20.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 6,422.00 |
| 2574.507 | BOULEVARD TOPSOIL BORROW | CU YD | 798.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 142.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 3,556.00 |
| 2575.504 | SODDING TYPE LAWN | SQ YD | 3,558.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 9,372.00 |
| 2582.503 | 24" SOLID LINE PREF TAPE GR IN | LIN FT | 48.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP GR IN (WR) CONT | LIN FT | 790.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP GR IN (WR) CONT | LIN FT | 2,334.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP GR IN (WR) CONT | LIN FT | 8,054.00 |
| 2582.518 | PAVT MSSG PREF TAPE GR IN | SQ FT | 60.00 |
