| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.30 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.30 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.40 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.503 | REMOVE PIPE CULVERTS | LIN FT | 696.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 64.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 64.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 506.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,573.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,735.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 2,061.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 733.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 765.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 1,975.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2105.602 | DEWATERING | EACH | 1.00 |
| 2105.602 | DEWATERING | EACH | 1.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 17.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 1,495.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 1,828.00 |
| 2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 181.00 |
| 2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 310.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 1,043.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 1,350.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,570.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,767.00 |
| 2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 30.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 548.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 593.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 605.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 77.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 83.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 354.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 531.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 590.00 |
| 2411.507 | GRANULAR BACKFILL (CV) | CU YD | 1,893.00 |
| 2412.502 | 14X10 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.502 | 14X9 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | 14X10 PRECAST CONCRETE BOX CULVERT | LIN FT | 52.00 |
| 2412.503 | 14X9 PRECAST CONCRETE BOX CULVERT | LIN FT | 52.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 193.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 203.00 |
| 2451.507 | GRANULAR BEDDING (CV) | CU YD | 438.00 |
| 2501.502 | 22" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.502 | 24" RC PIPE APRON | EACH | 10.00 |
| 2501.502 | 28" SPAN RC PIPE-ARCH APRON | EACH | 2.00 |
| 2501.502 | 42" RC PIPE APRON | EACH | 2.00 |
| 2501.502 | 58" SPAN RC PIPE-ARCH APRON | EACH | 4.00 |
| 2501.502 | 58" SPAN RC PIPE-ARCH APRON | EACH | 4.00 |
| 2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
| 2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
| 2501.503 | 22" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 42.00 |
| 2501.503 | 24" RC PIPE CULVERT | LIN FT | 494.00 |
| 2501.503 | 28" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 76.00 |
| 2501.503 | 42" RC PIPE CULVERT | LIN FT | 52.00 |
| 2501.503 | 58" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 120.00 |
| 2501.503 | 58" SPAN RC PIPE-ARCH CULV CL IIA | LIN FT | 140.00 |
| 2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 1,600.00 |
| 2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 1,784.00 |
| 2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 6,566.00 |
| 2511.507 | RANDOM RIPRAP CLASS II | CU YD | 28.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 32.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 32.00 |
| 2540.602 | RELOCATE MAIL BOX | EACH | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.30 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.30 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.40 |
| 2573.502 | CULVERT END CONTROLS | EACH | 8.00 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE STRAW | LIN FT | 365.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 920.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 1,070.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 1,355.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 216.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 230.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 175.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 193.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 2,470.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 2,620.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 4,124.00 |
| 2575.505 | SEEDING | ACRE | 0.50 |
| 2575.505 | SEEDING | ACRE | 0.55 |
| 2575.508 | SEED MIXTURE 25-141 | POUND | 30.00 |
| 2575.508 | SEED MIXTURE 25-141 | POUND | 33.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 6.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 6.60 |
| 2582.503 | 24" SOLID LINE PAINT | LIN FT | 12.00 |
| 2582.503 | 4" BROKEN LINE PAINT | LIN FT | 80.00 |
| 2582.503 | 4" BROKEN LINE PAINT | LIN FT | 90.00 |
| 2582.503 | 4" BROKEN LINE PAINT | LIN FT | 100.00 |
| 2582.503 | 4" DBLE SOLID LINE PAINT | LIN FT | 122.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 426.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 1,000.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 1,200.00 |
| 2582.518 | PAVT MSSG PAINT | SQ FT | 124.00 |
