| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.41 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.59 |
| 2031.501 | FIELD OFFICE TYPE D | EACH | 1.00 |
| 2101.511 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.513 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 48.00 |
| 2105.601 | DEWATERING | LUMP SUM | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2105.604 | GEOTEXTILE FABRIC TYPE VI | SQ YD | 1,493.00 |
| 2105.607 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 1,942.00 |
| 2106.501 | EXCAVATION - COMMON | CU YD | 914.00 |
| 2106.521 | GRANULAR EMBANKMENT (CV) | CU YD | 276.00 |
| 2106.522 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,144.00 |
| 2211.503 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 291.00 |
| 2221.503 | SHOULDER BASE AGGREGATE (CV) CLASS 5 | CU YD | 32.00 |
| 2357.502 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 32.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 48.00 |
| 2360.501 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 161.00 |
| 2412.511 | 12X8 PRECAST CONCRETE BOX CULVERT | LIN FT | 76.00 |
| 2412.512 | 12X8 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2451.515 | COARSE AGGREGATE BEDDING (CV) | CU YD | 164.00 |
| 2501.501 | CULVERT EXCAVATION CLASS U | CU YD | 2,940.00 |
| 2501.573 | INSTALL CULVERT MARKER | EACH | 4.00 |
| 2503.601 | SANITARY MAIN PROTECTION | LUMP SUM | 1.00 |
| 2506.522 | ADJUST FRAME & RING CASTING | EACH | 1.00 |
| 2511.501 | RANDOM RIPRAP CLASS III | CU YD | 24.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.41 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.59 |
| 2573.502 | SILT FENCE; TYPE HI | LIN FT | 1,065.00 |
| 2573.550 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 175.00 |
| 2574.525 | COMMON TOPSOIL BORROW (LV) | CU YD | 199.00 |
| 2575.501 | SEEDING | ACRE | 0.50 |
| 2575.502 | SEED MIXTURE 25-141 | POUND | 30.00 |
| 2575.523 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 2,404.00 |
| 2575.571 | RAPID STABILIZATION METHOD 3 | M GALLON | 6.00 |
| 2580.603 | INTERIM PAVEMENT MARKING | LIN FT | 600.00 |
| 2582.502 | 4" SOLID LINE EPOXY | LIN FT | 600.00 |
| 2582.502 | 6" SOLID LINE EPOXY | LIN FT | 600.00 |
