| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.50 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.50 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 0.50 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 0.50 |
| 2104.502 | REMOVE CURB STOP & BOX | EACH | 1.00 |
| 2104.502 | REMOVE GATE VALVE & BOX | EACH | 4.00 |
| 2104.502 | REMOVE HYDRANT | EACH | 1.00 |
| 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 4.00 |
| 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 6.00 |
| 2104.502 | REMOVE PIPE APRON | EACH | 1.00 |
| 2104.503 | REMOVE CURB & GUTTER | LIN FT | 10.00 |
| 2104.503 | REMOVE METAL CULVERT | LIN FT | 81.00 |
| 2104.503 | REMOVE SANITARY SERVICE PIPE | LIN FT | 72.00 |
| 2104.503 | REMOVE SEWER PIPE (SANITARY) | LIN FT | 660.00 |
| 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | 534.00 |
| 2104.503 | REMOVE WATER MAIN | LIN FT | 666.00 |
| 2104.503 | REMOVE WATER SERVICE PIPE | LIN FT | 71.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 177.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 400.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 5.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 8.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 560.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 3,998.00 |
| 2104.518 | REMOVE CONCRETE SIDEWALK | SQ FT | 329.00 |
| 2104.518 | REMOVE CONCRETE SIDEWALK | SQ FT | 614.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 5 | SQ YD | 3,984.00 |
| 2105.507 | COMMON EXCAVATION | CU YD | 522.00 |
| 2105.507 | COMMON EXCAVATION | CU YD | 2,528.00 |
| 2105.507 | SELECT GRANULAR BORROW MOD 7% (CV) | CU YD | 1,264.00 |
| 2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 38.00 |
| 2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 76.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,000.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 116.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 505.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (1.5") | SQ YD | 666.00 |
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (3;C) | TON | 364.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 126.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 334.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS R | CU YD | 25.00 |
| 2501.502 | 12" RC PIPE APRON | EACH | 1.00 |
| 2501.502 | 15" RC PIPE APRON | EACH | 1.00 |
| 2501.502 | 30" RC PIPE APRON | EACH | 1.00 |
| 2502.503 | 4" PERF PVC PIPE DRAIN | LIN FT | 1,271.00 |
| 2503.503 | 12" RC PIPE SEWER DES 3006 CL V | LIN FT | 143.00 |
| 2503.503 | 15" RC PIPE SEWER DES 3006 CL V | LIN FT | 59.00 |
| 2503.503 | 24" RC PIPE SEWER DES 3006 CL V | LIN FT | 115.00 |
| 2503.503 | 27" RC PIPE SEWER DES 3006 CL V | LIN FT | 165.00 |
| 2503.503 | 30" RC PIPE SEWER DES 3006 CL V | LIN FT | 204.00 |
| 2503.602 | 8"X6" PVC WYE | EACH | 8.00 |
| 2503.602 | CONNECT TO EXISTING MANHOLES (SAN) | EACH | 1.00 |
| 2503.602 | CONNECT TO EXISTING SANITARY SEWER | EACH | 2.00 |
| 2503.602 | CONNECT TO EXISTING SANITARY SEWER SER | EACH | 2.00 |
| 2503.603 | 6" PVC SANITARY SERVICE PIPE | LIN FT | 324.00 |
| 2503.603 | 8" PVC PIPE SEWER | LIN FT | 693.00 |
| 2504.601 | TEMPORARY WATER SERVICE | LUMP SUM | 1.00 |
| 2504.602 | 1" CORPORATION STOP | EACH | 7.00 |
| 2504.602 | 1" CURB STOP & BOX | EACH | 7.00 |
| 2504.602 | 2" CORPORATION STOP | EACH | 1.00 |
| 2504.602 | 2" CURB STOP & BOX | EACH | 1.00 |
| 2504.602 | 6" GATE VALVE & BOX | EACH | 2.00 |
| 2504.602 | 8" GATE VALVE & BOX | EACH | 6.00 |
| 2504.602 | ADJUST GATE VALVE & BOX | EACH | 1.00 |
| 2504.602 | CONNECT TO EXISTING WATER MAIN | EACH | 5.00 |
| 2504.602 | CONNECT TO EXISTING WATER SERVICE | EACH | 2.00 |
| 2504.602 | HYDRANT ASSEMBLY | EACH | 1.00 |
| 2504.603 | 1" TYPE K COPPER PIPE | LIN FT | 210.00 |
| 2504.603 | 2" TYPE K COPPER PIPE | LIN FT | 78.00 |
| 2504.603 | 6" WATERMAIN DUCTILE IRON CL 52 | LIN FT | 44.00 |
| 2504.603 | 8" WATERMAIN DUCTILE IRON CL 52 | LIN FT | 650.00 |
| 2504.604 | 3" POLYSTYRENE INSULATION | SQ YD | 64.00 |
| 2506.502 | ADJUST FRAME & RING CASTING | EACH | 1.00 |
| 2506.502 | ADJUST FRAME & RING CASTING | EACH | 1.00 |
| 2506.502 | CASTING ASSEMBLY | EACH | 4.00 |
| 2506.502 | CASTING ASSEMBLY | EACH | 9.00 |
| 2506.502 | CONST DRAINAGE STRUCTURE DESIGN F | EACH | 2.00 |
| 2506.502 | CONST DRAINAGE STRUCTURE DESIGN H | EACH | 1.00 |
| 2506.503 | CONST DRAINAGE STRUCTURE DES 48-4020 | LIN FT | 11.00 |
| 2506.503 | CONST DRAINAGE STRUCTURE DES 60-4020 | LIN FT | 34.00 |
| 2506.503 | CONST DRAINAGE STRUCTURE DES 84-4020 | LIN FT | 6.00 |
| 2506.503 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 | LIN FT | 37.00 |
| 2506.602 | MANHOLE FRAME SEALS | EACH | 4.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 57.00 |
| 2521.518 | 4" CONCRETE WALK | SQ FT | 376.00 |
| 2521.518 | 6" CONCRETE WALK | SQ FT | 77.00 |
| 2531.503 | CONCRETE CURB DESIGN B6 | LIN FT | 194.00 |
| 2531.503 | CONCRETE CURB & GUTTER DESIGN B624 | LIN FT | 1,764.00 |
| 2531.504 | 7" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 264.00 |
| 2531.604 | 8" CONCRETE VALLEY GUTTER | SQ YD | 77.00 |
| 2531.618 | TRUNCATED DOMES | SQ FT | 69.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.50 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.50 |
| 2564.518 | SIGN PANELS TYPE C | SQ FT | 31.00 |
| 2572.510 | PRUNE TREES | HOUR | 1.00 |
| 2573.502 | CULVERT END CONTROLS | EACH | 1.00 |
| 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 11.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE WOOD FIBER | LIN FT | 528.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 1,026.00 |
| 2573.602 | STABILIZED CONSTRUCTION EXIT | EACH | 2.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 354.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 233.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 607.00 |
| 2575.505 | SEEDING | ACRE | 0.65 |
| 2575.508 | HYDRAULIC BONDED FIBER MATRIX | POUND | 2,327.00 |
| 2575.508 | SEED MIXTURE 25-131 | POUND | 293.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 1,198.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 324.00 |
| 2582.518 | CROSSWALK MULTI COMP GR IN | SQ FT | 162.00 |
