| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.06 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.08 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.86 |
| 2104.502 | REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM | EACH | 5.00 |
| 2104.502 | REMOVE END TREATMENT | EACH | 2.00 |
| 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 1.00 |
| 2104.502 | REMOVE PIPE APRON | EACH | 11.00 |
| 2104.502 | REMOVE SIGN TYPE C | EACH | 10.00 |
| 2104.502 | SALVAGE CONCRETE APRON | EACH | 3.00 |
| 2104.502 | SALVAGE TANGENT TERMINAL | EACH | 1.00 |
| 2104.503 | REMOVE BOX CULVERT | LIN FT | 80.00 |
| 2104.503 | REMOVE GUARDRAIL-PLATE BEAM | LIN FT | 2,275.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 548.00 |
| 2104.503 | REMOVE SEWER PIPE (SANITARY) | LIN FT | 117.00 |
| 2104.503 | REMOVE WATER MAIN | LIN FT | 44.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 72.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 2,067.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 640.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 6,163.00 |
| 2104.509 | REMOVE HYDRANT ASSEMBLY | EACH | 14.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 467.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 500.00 |
| 2105.507 | ROCK EXCAVATION (BOULDER) | CU YD | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2106.507 | COMMON EMBANKMENT (CV) | CU YD | 400.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 202.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 399.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 5,888.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 12.00 |
| 2123.510 | 12 CU YD TRUCK | HOUR | 12.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 75.00 |
| 2123.510 | MOTOR GRADER | HOUR | 75.00 |
| 2130.523 | WATER | M GALLON | 90.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 11,808.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 208.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 426.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 1,295.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 97,518.00 |
| 2232.504 | MILL BITUMINOUS SURFACE (6.0") | SQ YD | 102,713.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 12,502.00 |
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (3;C) | TON | 12,617.00 |
| 2360.509 | TYPE SP 9.5 BIT MIXTURE FOR ENTRANCES (3;C) | TON | 436.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (3;C) | TON | 24,454.00 |
| 2412.502 | INSTALL 16X6 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | INSTALL 16X6 PRECAST CONCRETE BOX CULVERT | LIN FT | 88.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 185.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 414.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 1,729.00 |
| 2451.507 | STRUCTURE EXCAVATION CLASS E | CU YD | 3,358.00 |
| 2501.502 | 18" RC PIPE APRON | EACH | 8.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 12.00 |
| 2501.502 | 36" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | INSTALL CONCRETE APRON | EACH | 3.00 |
| 2501.503 | 18" RC PIPE CULVERT DES 3006 CL III | LIN FT | 180.00 |
| 2501.503 | 24" RC PIPE CULVERT DES 3006 CL III | LIN FT | 288.00 |
| 2501.503 | 36" RC PIPE CULVERT DES 3006 CL III | LIN FT | 24.00 |
| 2503.602 | CONNECT TO EXISTING MANHOLES (SAN) | EACH | 1.00 |
| 2503.602 | CONNECT TO EXISTING SANITARY SEWER | EACH | 1.00 |
| 2503.603 | 10" HDPE PIPE SEWER (SDR 11) | LIN FT | 117.00 |
| 2504.602 | 8" HDPE 45 ELBOW (SDR 11) | EACH | 4.00 |
| 2504.602 | ADJUST VALVE BOX (SPECIAL) | EACH | 13.00 |
| 2504.602 | CONNECT TO EXISTING WATER MAIN | EACH | 2.00 |
| 2504.602 | HYDRANT ASSEMBLY | EACH | 14.00 |
| 2504.603 | 8" WATERMAIN HDPE (SDR 11) | LIN FT | 52.00 |
| 2504.603 | HYDRANT RISER | LIN FT | 14.00 |
| 2506.502 | CASTING ASSEMBLY | EACH | 1.00 |
| 2506.502 | CONST DRAINAGE STRUCTURE DESIGN G | EACH | 1.00 |
| 2506.503 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007C | LIN FT | 12.40 |
| 2506.602 | ADJUST FRAME & RING CASTING (SPECIAL) | EACH | 9.00 |
| 2506.602 | CONCRETE COLLAR | EACH | 14.00 |
| 2506.602 | MANHOLE FRAME SEAL (EXTERNAL) | EACH | 1.00 |
| 2506.603 | CONSTRUCT 8" INSIDE DROP | LIN FT | 4.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 103.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 218.00 |
| 2511.602 | BOULDER VANE | EACH | 1.00 |
| 2511.602 | PLACE BOULDER | EACH | 11.00 |
| 2531.504 | 7" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 98.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 129.00 |
| 2554.502 | ANCHORAGE ASSEMBLY - PLATE BEAM | EACH | 3.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 5.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8338 | LIN FT | 125.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN TYPE 31 | LIN FT | 2,100.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.06 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.08 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.86 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 1,261.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 770.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 1,595.00 |
| 2575.604 | TURF ESTABLISHMENT | SQ YD | 2,261.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 76,158.00 |
| 2582.503 | 24" SOLID LINE MULTI COMP | LIN FT | 24.00 |
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 3,460.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 6,855.00 |
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 9,124.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 46,699.00 |
| 2582.518 | PAVT MSSG MULTI COMP | SQ FT | 30.90 |
