| Number | Item | Units | Quantity |
|---|
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 168.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 218.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 93.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 340.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 14.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 436.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 660.00 |
| 2104.504 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ YD | 18.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 1,551.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 2,031.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 8.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 12.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 8.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 12.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 8.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 12.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 53.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 74.00 |
| 2123.510 | MOTOR GRADER | HOUR | 53.00 |
| 2123.510 | MOTOR GRADER | HOUR | 74.00 |
| 2130.523 | WATER | M GALLON | 48.00 |
| 2130.523 | WATER | M GALLON | 72.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 2,958.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 3,974.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 48.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 71.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 185.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 540.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 16,828.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 26,003.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 1,534.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 2,199.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 2,991.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 4,307.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 43.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 44.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 2,253.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 3,241.00 |
| 2401.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 213.00 |
| 2401.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 371.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 90.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 117.00 |
| 2501.502 | 22" SPAN RC PIPE-ARCH APRON | EACH | 6.00 |
| 2501.502 | 22" SPAN RC PIPE-ARCH APRON | EACH | 8.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 132.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 170.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 13.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 14.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 201.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 284.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 129.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 192.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 17,714.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 23,830.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 18.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 8,857.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 11,915.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 17,442.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 23,650.00 |
