| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 40.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 60.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 106.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 642.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 101.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 143.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 235.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 293.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 1,163.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 369.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 423.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 660.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,612.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,683.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 76.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 83.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 106.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 789.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 1,251.00 |
| 2105.602 | TEMPORARY STREAM DIVERSION SYSTEM | EACH | 1.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 427.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 120.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 157.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 329.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 706.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 1,763.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 2.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 3.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 4.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 8.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 22.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 2.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 3.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 4.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 8.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 22.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 2.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 3.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 4.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 8.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 22.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 4.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 6.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 10.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 17.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 45.00 |
| 2123.510 | MOTOR GRADER | HOUR | 4.00 |
| 2123.510 | MOTOR GRADER | HOUR | 6.00 |
| 2123.510 | MOTOR GRADER | HOUR | 10.00 |
| 2123.510 | MOTOR GRADER | HOUR | 17.00 |
| 2123.510 | MOTOR GRADER | HOUR | 45.00 |
| 2130.523 | WATER | M GALLON | 5.00 |
| 2130.523 | WATER | M GALLON | 10.00 |
| 2130.523 | WATER | M GALLON | 15.00 |
| 2130.523 | WATER | M GALLON | 35.00 |
| 2130.523 | WATER | M GALLON | 85.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 295.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 383.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 622.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,666.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 4,927.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 27.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 30.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 36.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 251.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 59.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 96.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 258.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 700.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 751.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 3,336.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 5,762.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 14,621.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 40,986.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 3,200.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 5,204.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 13,934.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 41,060.00 |
| 2332.604 | MILL GRAVEL SURFACE | SQ YD | 40,666.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 156.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 200.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 373.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 879.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 2,559.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 315.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 402.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 753.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 1,784.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 5,133.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 9.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 13.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 37.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 241.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 301.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 384.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 723.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 1,705.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 4,919.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 47.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 74.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 88.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 616.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 198.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 241.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 264.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 3,512.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 30" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 36" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 44" SPAN RC PIPE-ARCH APRON | EACH | 4.00 |
| 2501.502 | 48" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 88" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 82.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 112.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 48.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 112.00 |
| 2501.503 | 30" RC PIPE CULVERT DES 3006 CL III | LIN FT | 72.00 |
| 2501.503 | 36" RC PIPE CULVERT DES 3006 CL III | LIN FT | 140.00 |
| 2501.503 | 44" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 84.00 |
| 2501.503 | 48" RC PIPE CULVERT DES 3006 CL III | LIN FT | 48.00 |
| 2501.503 | 88" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 40.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 1.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 1.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 2.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 2.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 12.00 |
| 2554.603 | RAISE GUARDRAIL | LIN FT | 530.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 83.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 98.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 150.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 989.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 54.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 96.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 102.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 1,509.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 410.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 738.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 4,779.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 8,808.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 250.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 410.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 800.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 2,910.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 247.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 851.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 1,464.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 488.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 1,051.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 5,404.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 2,416.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 3,854.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 10,617.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 29,295.00 |
