| Number | Item | Units | Quantity |
|---|
| 2011.601 | CONSTRUCTION SURVEYING | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2102.503 | PAVEMENT MARKING REMOVAL | LIN FT | 345.00 |
| 2104.502 | REMOVE CASTING | EACH | 64.00 |
| 2104.502 | REMOVE CONCRETE APRON | EACH | 5.00 |
| 2104.502 | REMOVE LIGHT FOUNDATION | EACH | 1.00 |
| 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 3.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 95.00 |
| 2104.502 | SALVAGE LIGHTING UNIT | EACH | 1.00 |
| 2104.503 | REMOVE CURB & GUTTER | LIN FT | 27,801.00 |
| 2104.503 | REMOVE NON-METALLIC CONDUIT | LIN FT | 340.00 |
| 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | 108.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 1,310.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 267.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 36,108.00 |
| 2104.504 | REMOVE CONCRETE PAVEMENT | SQ YD | 1,191.00 |
| 2104.518 | REMOVE CONCRETE WALK | SQ FT | 56,571.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 4,412.00 |
| 2106.507 | COMMON EMBANKMENT (CV) | CU YD | 229.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 2,973.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 2,072.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 1,311.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 36.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 36.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 36.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 143.00 |
| 2123.510 | MOTOR GRADER | HOUR | 143.00 |
| 2130.523 | WATER | M GALLON | 135.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 7,842.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 599.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 1,114.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 62,669.00 |
| 2221.509 | SHOULDER BASE AGGREGATE CLASS 5 | TON | 2,114.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (3.0") | SQ YD | 34,667.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (6.0") | SQ YD | 39,269.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 13,747.00 |
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (3;C) | TON | 12,059.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 305.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 27,112.00 |
| 2411.507 | GRANULAR BACKFILL (CV) | CU YD | 30.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 23.00 |
| 2501.502 | 12" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 15" RC PIPE APRON | EACH | 1.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 1.00 |
| 2501.502 | 21" RC PIPE APRON | EACH | 1.00 |
| 2501.602 | CONCRETE CULVERT COLLAR | EACH | 5.00 |
| 2502.503 | 4" PERF TP PIPE DRAIN | LIN FT | 1,082.00 |
| 2503.503 | 12" RC PIPE SEWER DES 3006 | LIN FT | 36.00 |
| 2503.503 | 15" RC PIPE SEWER DES 3006 | LIN FT | 35.00 |
| 2503.503 | 18" RC PIPE SEWER DES 3006 | LIN FT | 35.00 |
| 2503.503 | 21" RC PIPE SEWER DES 3006 | LIN FT | 13.00 |
| 2503.602 | CONNECT INTO EXISTING DRAINAGE STRUCTURE | EACH | 2.00 |
| 2504.602 | ADJUST VALVE BOX | EACH | 9.00 |
| 2504.602 | ADJUST VALVE BOX (SPECIAL) | EACH | 10.00 |
| 2506.502 | ADJUST FRAME & RING CASTING | EACH | 6.00 |
| 2506.502 | CASTING ASSEMBLY | EACH | 70.00 |
| 2506.503 | CONST DRAINAGE STRUCTURE DES 72-4020 | LIN FT | 11.51 |
| 2506.503 | CONST DRAINAGE STRUCTURE DESIGN A OR F | LIN FT | 16.79 |
| 2506.602 | ADJUST FRAME & RING CASTING (SPECIAL) | EACH | 11.00 |
| 2506.602 | REPAIR DRAINAGE STRUCTURE | EACH | 12.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 110.00 |
| 2521.518 | 6" CONCRETE WALK | SQ FT | 67,950.00 |
| 2531.503 | CONCRETE CURB & GUTTER DESIGN B624 | LIN FT | 27,799.00 |
| 2531.504 | 7" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 1,753.00 |
| 2531.618 | TRUNCATED DOMES | SQ FT | 110.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 71.00 |
| 2545.502 | LIGHT FOUNDATION DESIGN E | EACH | 1.00 |
| 2545.503 | 2" NON-METALLIC CONDUIT | LIN FT | 180.00 |
| 2545.503 | UNDERGROUND WIRE 1/C 8 AWG | LIN FT | 585.00 |
| 2545.602 | INSTALL LIGHTING UNIT | EACH | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2563.601 | WORK ZONE SPEED LIMIT | LUMP SUM | 1.00 |
| 2563.610 | POLICE OFFICER | HOUR | 150.00 |
| 2564.618 | SIGN TYPE C | SQ FT | 465.28 |
| 2565.602 | RIGID PVC LOOP DETECTOR | EACH | 2.00 |
| 2565.616 | REVISE SIGNAL SYSTEM | SYSTEM | 1.00 |
| 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2573.502 | CULVERT END CONTROLS | EACH | 6.00 |
| 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 88.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE ROCK | LIN FT | 64.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 8,109.00 |
| 2573.503 | SILT FENCE; TYPE MS | LIN FT | 2,092.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 1,406.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 366.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 16,497.00 |
| 2575.504 | SODDING TYPE LAWN | SQ YD | 8,780.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 17.30 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 64,323.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 662.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 4,560.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 3,739.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 10,310.00 |
| 2582.503 | 6" DOTTED LINE MULTI COMP | LIN FT | 567.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 48,858.00 |
| 2582.518 | CROSSWALK MULTI COMP | SQ FT | 1,332.00 |
| 2582.518 | PAVT MSSG MULTI COMP | SQ FT | 1,006.18 |
