| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2104.502 | REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM | EACH | 1.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 4.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 6.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 7.00 |
| 2104.502 | SALVAGE ENERGY ABSORBING TERMINAL | EACH | 3.00 |
| 2104.502 | SALVAGE ENERGY ABSORBING TERMINAL | EACH | 3.00 |
| 2104.503 | REMOVE GUARDRAIL-PLATE BEAM | LIN FT | 185.00 |
| 2104.503 | REMOVE GUARDRAIL-PLATE BEAM | LIN FT | 330.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 75.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 90.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 98.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 159.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 705.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 60.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 205.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 217.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 553.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 721.00 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 48.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 666.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,264.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,844.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,990.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 3,476.00 |
| 2104.504 | REMOVE CONCRETE PAVEMENT | SQ YD | 32.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 88.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 95.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 155.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 170.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 797.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 132.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 676.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 1,598.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 2,410.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 2,878.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 3,078.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 4.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 6.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 8.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 8.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 10.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 4.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 6.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 8.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 10.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 16.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 4.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 6.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 8.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 8.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 10.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 17.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 32.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 59.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 80.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 118.00 |
| 2123.510 | MOTOR GRADER | HOUR | 17.00 |
| 2123.510 | MOTOR GRADER | HOUR | 32.00 |
| 2123.510 | MOTOR GRADER | HOUR | 59.00 |
| 2123.510 | MOTOR GRADER | HOUR | 80.00 |
| 2123.510 | MOTOR GRADER | HOUR | 118.00 |
| 2130.523 | WATER | M GALLON | 35.00 |
| 2130.523 | WATER | M GALLON | 60.00 |
| 2130.523 | WATER | M GALLON | 75.00 |
| 2130.523 | WATER | M GALLON | 120.00 |
| 2130.523 | WATER | M GALLON | 150.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 1,786.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 4,162.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 8,604.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 32.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 36.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 57.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 288.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 250.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 254.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 400.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 500.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 1,222.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 14,544.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 28,833.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 33,317.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 58,639.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 72,948.00 |
| 2215.509 | BITUMINOUS MATERIAL FOR MIXTURE | TON | 405.00 |
| 2215.509 | BITUMINOUS MATERIAL FOR MIXTURE | TON | 882.00 |
| 2215.604 | BASE STABILIZATION (ASHALT EMULSION) | SQ YD | 29,162.00 |
| 2215.604 | BASE STABILIZATION (ASHALT EMULSION) | SQ YD | 58,640.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 14,866.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 33,299.00 |
| 2215.604 | BASE STABILIZATION (BASE ONE) | SQ YD | 72,032.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (3.0") | SQ YD | 28,994.00 |
| 2332.604 | MILL GRAVEL SURFACE | SQ YD | 34,266.00 |
| 2332.604 | MILL GRAVEL SURFACE | SQ YD | 61,980.00 |
| 2355.506 | BITUMINOUS MATERIAL FOR FOG SEAL | GALLON | 4,200.00 |
| 2355.506 | BITUMINOUS MATERIAL FOR FOG SEAL | GALLON | 7,882.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 917.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 1,866.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 3,601.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 4,327.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 4,408.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 1,840.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 3,730.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 4,445.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 7,254.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 8,923.00 |
| 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 | 17.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3,C) | TON | 67.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 42.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 72.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 1,335.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 3,586.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 6,372.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 6,445.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 7,024.00 |
| 2411.507 | GRANULAR BACKFILL (CV) | CU YD | 89.00 |
| 2412.502 | 8X4 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | 8X4 PRECAST CONCRETE BOX CULVERT | LIN FT | 40.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 59.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 63.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 67.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 115.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 618.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 147.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 209.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 249.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 336.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 3,481.00 |
| 2501.502 | 15" RC PIPE APRON | EACH | 6.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 14.00 |
| 2501.502 | 22" SPAN RC PIPE-ARCH 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 | 36" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 58" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.502 | 73" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
| 2501.503 | 15" RC PIPE CULVERT DES 3006 CL III | LIN FT | 108.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 | LIN FT | 40.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 | LIN FT | 310.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 70.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL lIIA | LIN FT | 32.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL lIIA | LIN FT | 38.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 | LIN FT | 68.00 |
| 2501.503 | 36" RC PIPE CULVERT DES 3006 | LIN FT | 82.00 |
| 2501.503 | 58" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 64.00 |
| 2501.503 | 73" SPAN RC PIPE-ARCH CULV CL IIIA | LIN FT | 68.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 86.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 10.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 10.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 13.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 14.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 20.00 |
| 2554.502 | ANCHORAGE ASSEMBLY - PLATE BEAM | EACH | 1.00 |
| 2554.502 | ANCHORAGE ASSEMBLY - PLATE BEAM | EACH | 1.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 3.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 3.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8338 | LIN FT | 37.50 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8338 | LIN FT | 150.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN TYPE 31 | LIN FT | 175.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN TYPE 31 | LIN FT | 312.50 |
| 2554.602 | GUARDRAIL POST SEAT | EACH | 6.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2564.618 | SIGN TYPE C | SQ FT | 2.00 |
| 2564.618 | SIGN TYPE C | SQ FT | 14.50 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 100.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 144.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 148.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 291.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 1,057.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 468.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 65.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 79.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 135.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 167.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 1,286.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 9,965.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 10,546.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 12,982.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 30,917.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 43,719.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 24.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 84.00 |
| 2582.503 | 24" SOLID LINE PREF TAPE GR IN | LIN FT | 74.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 1,700.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 1,720.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 1,900.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 2,430.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 1,010.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 4,328.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 5,273.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 9,179.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 17,468.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 7,083.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 26,628.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 27,793.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 52,002.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 50,976.00 |
| 2582.518 | PAVT MSSG MULTI COMP | SQ FT | 123.76 |
| 2582.518 | PAVT MSSG PREF TAPE GR IN | SQ FT | 49.86 |
