| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.49 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.51 |
| 2031.502 | FIELD OFFICE TYPE D | EACH | 1.00 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 48.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,333.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 1,426.00 |
| 2105.601 | DEWATERING | LUMP SUM | 1.00 |
| 2105.601 | ONE LANE BYPASS (17' LANE) | LUMP SUM | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 3,139.00 |
| 2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 115.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 3,068.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,767.00 |
| 2118.607 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 89.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 504.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 84.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 443.00 |
| 2412.502 | 14X10 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | 14X10 PRECAST CONCRETE BOX CULVERT | LIN FT | 96.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 212.00 |
| 2501.502 | INSTALL CULVERT MARKER | EACH | 4.00 |
| 2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 4,177.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 36.00 |
| 2563.601 | PORTABLE SIGNAL SYSTEM | LUMP SUM | 1.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.49 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.51 |
| 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 1,838.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 545.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 450.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 6,222.00 |
| 2575.505 | SEEDING | ACRE | 1.29 |
| 2575.508 | SEED MIXTURE 25-141 | POUND | 76.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 15.50 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 263.00 |
| 2582.503 | 4" BROKEN LINE PAINT | LIN FT | 59.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 204.00 |
| 2582.503 | 6" SOLID LINE PAINT | LIN FT | 1,000.00 |
