| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.45 |
| 2104.502 | REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM | EACH | 2.00 |
| 2104.502 | REMOVE ENERGY ABSORBING TERMINAL | EACH | 2.00 |
| 2104.502 | REMOVE PIPE APRON | EACH | 2.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 4.00 |
| 2104.502 | SALVAGE CONCRETE APRON | EACH | 1.00 |
| 2104.502 | SALVAGE CONCRETE APRON | EACH | 5.00 |
| 2104.503 | REMOVE GUARDRAIL-PLATE BEAM | LIN FT | 170.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 203.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 504.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 252.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 694.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,184.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,382.00 |
| 2104.518 | REMOVE BITUMINOUS OVERLAY | SQ FT | 5,133.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 223.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 1,130.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 6,321.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 8,279.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 2.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 8.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 2.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 8.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 2.00 |
| 2123.510 | 4.0 CU YD FRONT END LOADER | HOUR | 8.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 98.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 128.00 |
| 2123.510 | MOTOR GRADER | HOUR | 98.00 |
| 2123.510 | MOTOR GRADER | HOUR | 128.00 |
| 2130.523 | WATER | M GALLON | 185.00 |
| 2130.523 | WATER | M GALLON | 240.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 614.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 798.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 89,935.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 127,215.00 |
| 2215.509 | BITUMINOUS MATERIAL FOR MIXTURE | TON | 1,193.00 |
| 2215.509 | BITUMINOUS MATERIAL FOR MIXTURE | TON | 1,479.00 |
| 2215.604 | BASE STABILIZATION (ASHALT EMULSION) | SQ YD | 83,232.00 |
| 2215.604 | BASE STABILIZATION (ASHALT EMULSION) | SQ YD | 106,644.00 |
| 2332.604 | MILL GRAVEL SURFACE | SQ YD | 101,357.00 |
| 2332.604 | MILL GRAVEL SURFACE | SQ YD | 131,396.00 |
| 2355.506 | BITUMINOUS MATERIAL FOR FOG SEAL | GALLON | 12,164.00 |
| 2355.506 | BITUMINOUS MATERIAL FOR FOG SEAL | GALLON | 15,584.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 10,102.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 13,282.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 12,869.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 16,834.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 14.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 14,956.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 19,638.00 |
| 2451.507 | GRANULAR BACKFILL (CV) | CU YD | 199.00 |
| 2451.507 | GRANULAR BACKFILL (CV) | CU YD | 957.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 143.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 442.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 831.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 5,144.00 |
| 2481.601 | MEMBRANE WATERPROOFING SYSTEM | LUMP SUM | 1.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 7.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 36" RC PIPE APRON | EACH | 4.00 |
| 2501.502 | 48" RC PIPE APRON | EACH | 3.00 |
| 2501.502 | INSTALL CONCRETE APRON | EACH | 1.00 |
| 2501.502 | INSTALL CONCRETE APRON | EACH | 5.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 88.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 134.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 76.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 92.00 |
| 2501.503 | 36" RC PIPE CULVERT DES 3006 CL III | LIN FT | 114.00 |
| 2501.503 | 48" RC PIPE CULVERT DES 3006 CL III | LIN FT | 104.00 |
| 2506.602 | CONCRETE COLLAR | EACH | 1.00 |
| 2506.602 | CONCRETE COLLAR | EACH | 7.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 401.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 18.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 21.00 |
| 2554.502 | ANCHORAGE ASSEMBLY - PLATE BEAM | EACH | 2.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 2.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8338 | LIN FT | 162.50 |
| 2554.503 | TRAFFIC BARRIER DESIGN TYPE 31 | LIN FT | 150.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.45 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 465.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 1,293.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 401.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 1,654.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 71,754.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 73,808.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 5,090.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 7,580.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 4,449.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 7,062.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 69,521.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 90,695.00 |
