| Number | Item | Units | Quantity |
|---|
| 2016.601 | QUALITY MANAGEMENT | LUMP SUM | 1.00 |
| 2016.601 | QUALITY MANAGEMENT | LUMP SUM | 1.00 |
| 2016.601 | QUALITY MANAGEMENT | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2104.502 | REMOVE CONCRETE APRON | EACH | 3.00 |
| 2104.502 | SALVAGE CONCRETE APRON | EACH | 3.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 8.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 44.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 146.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 184.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 229.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 411.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 452.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 539.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 645.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 584.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,176.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,856.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 3,333.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 29,620.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2105.602 | TEMPORARY STREAM DIVERSION SYSTEM | EACH | 1.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 135.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 170.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 394.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 675.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 3,008.00 |
| 2118.609 | RECYCLED AGGREGATE SURFACING | TON | 518.00 |
| 2118.609 | RECYCLED AGGREGATE SURFACING | TON | 734.00 |
| 2118.609 | RECYCLED AGGREGATE SURFACING | TON | 1,519.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 4.00 |
| 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 | 16.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 22.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 4.00 |
| 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 | 16.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 22.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 4.00 |
| 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 | 16.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 22.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 16.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 16.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 18.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 33.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 48.00 |
| 2123.510 | MOTOR GRADER | HOUR | 16.00 |
| 2123.510 | MOTOR GRADER | HOUR | 16.00 |
| 2123.510 | MOTOR GRADER | HOUR | 18.00 |
| 2123.510 | MOTOR GRADER | HOUR | 33.00 |
| 2123.510 | MOTOR GRADER | HOUR | 48.00 |
| 2130.523 | WATER | M GALLON | 30.00 |
| 2130.523 | WATER | M GALLON | 33.00 |
| 2130.523 | WATER | M GALLON | 35.00 |
| 2130.523 | WATER | M GALLON | 65.00 |
| 2130.523 | WATER | M GALLON | 100.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,741.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,742.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,759.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 3,546.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 5,282.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 15.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 47.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 62.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 250.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 250.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 275.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 504.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 750.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 13,862.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 15,024.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 16,698.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 45,973.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 14,524.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 15,102.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 15,350.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 44,020.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (4.0") | SQ YD | 16,946.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 874.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 922.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 976.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 1,865.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 2,916.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 1,731.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 1,857.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 1,961.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 3,429.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 5,734.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 7.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 47.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 91.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 125.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 205.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 1,259.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 1,355.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 1,418.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 2,499.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 5,497.00 |
| 2412.502 | 8X4 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.502 | 8X6 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | 8X4 PRECAST CONCRETE BOX CULVERT | LIN FT | 40.00 |
| 2412.503 | 8X6 PRECAST CONCRETE BOX CULVERT | LIN FT | 44.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 28.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 34.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 14.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 18.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 32.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 34.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 53.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 63.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 70.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 83.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 387.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 725.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 22" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 30" RC PIPE APRON | EACH | 3.00 |
| 2501.502 | INSTALL CONCRETE APRON | EACH | 3.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 | LIN FT | 32.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 44.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 56.00 |
| 2501.503 | 30" RC PIPE CULVERT | LIN FT | 8.00 |
| 2501.602 | CONCRETE CULVERT COLLAR | EACH | 3.00 |
| 2501.602 | CONCRETE CULVERT COLLAR | EACH | 3.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 22.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 30.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 12.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 14.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 20.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 37.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 51.00 |
| 2554.603 | RAISE GUARDRAIL | LIN FT | 379.00 |
| 2554.603 | RAISE GUARDRAIL | LIN FT | 408.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 70.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 87.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 116.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 164.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 192.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 31.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 103.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 119.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 131.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 260.00 |
| 2577.507 | GRANULAR CHANNEL LINER | CU YD | 14.00 |
| 2577.507 | GRANULAR CHANNEL LINER | CU YD | 17.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 17,520.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 20,548.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 20,828.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 31,174.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 33,754.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 16.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 102.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 450.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 840.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 2,050.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 3,381.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 5,137.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 5,207.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 5,701.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 6,411.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 1,548.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 1,925.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 3,425.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 10,062.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 10,297.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 10,953.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 20,962.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 31,231.00 |
