| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.42 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.58 |
| 2031.501 | FIELD OFFICE TYPE D | EACH | 1.00 |
| 2101.511 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.523 | SALVAGE SIGN | EACH | 7.00 |
| 2105.601 | DEWATERING | LUMP SUM | 1.00 |
| 2105.601 | ONE LANE BYPASS (14' LANE) | LUMP SUM | 1.00 |
| 2105.604 | GEOTEXTILE FABRIC TYPE VI | SQ YD | 1,710.00 |
| 2106.501 | EXCAVATION - COMMON | CU YD | 970.00 |
| 2106.521 | GRANULAR EMBANKMENT (CV) | CU YD | 1,179.00 |
| 2106.522 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 225.00 |
| 2118.607 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 482.00 |
| 2123.509 | DOZER | HOUR | 40.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 60.00 |
| 2401.501 | STRUCTURAL CONCRETE (3B52) | CU YD | 52.00 |
| 2401.512 | BRIDGE SLAB CONCRETE (3Y42-M) | SQ FT | 1,321.00 |
| 2401.513 | TYPE P-2 (TL-4) BARRIER CONCRETE (3S52) | LIN FT | 132.00 |
| 2401.541 | REINFORCEMENT BARS (EPOXY COATED) | POUND | 15,290.00 |
| 2401.541 | REINFORCEMENT BARS (STAINLESS-60KSI) | POUND | 300.00 |
| 2401.601 | SLOPE PREPARATION | LUMP SUM | 1.00 |
| 2401.601 | STRUCTURE EXCAVATION | LUMP SUM | 1.00 |
| 2402.584 | STRUCTURAL TUBE RAILING DESIGN T-1 | LIN FT | 120.00 |
| 2402.590 | ELASTOMERIC BEARING PAD TYPE 1 | EACH | 12.00 |
| 2405.502 | PRESTRESSED CONCRETE BEAMS 14RB | LIN FT | 248.00 |
| 2406.553 | BRIDGE APPROACH PANELS | SQ YD | 137.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2452.511 | STEEL H-PILING DELIVERED 10" | LIN FT | 250.00 |
| 2452.530 | PILE TIP PROTECTION 10" | EACH | 10.00 |
| 2452.602 | PILE PLACEMENT | EACH | 10.00 |
| 2452.602 | ROCK SOCKET | EACH | 10.00 |
| 2452.603 | PREBORING (EARTH) | LIN FT | 200.00 |
| 2501.511 | 12" CAS PIPE CULVERT | LIN FT | 24.00 |
| 2501.515 | 12" GS PIPE APRON | EACH | 2.00 |
| 2502.502 | DRAINAGE SYSTEM TYPE (B910) | LUMP SUM | 1.00 |
| 2511.501 | RANDOM RIPRAP CLASS III | CU YD | 200.00 |
| 2511.515 | GEOTEXTILE FILTER TYPE VII | SQ YD | 420.00 |
| 2554.501 | TRAFFIC BARRIER DESIGN B8307 | LIN FT | 100.00 |
| 2554.501 | TRAFFIC BARRIER DESIGN SPECIAL | LIN FT | 100.00 |
| 2554.523 | END TREATMENT-ENERGY ABSORBING TERMINAL | EACH | 3.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.42 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.58 |
| 2564.552 | OBJECT MARKER TYPE X4-4 | EACH | 4.00 |
| 2564.552 | OBJECT MARKER TYPE X4-5 | EACH | 4.00 |
| 2573.502 | SILT FENCE; TYPE HI | LIN FT | 780.00 |
| 2573.505 | FLOTATION SILT CURTAIN TYPE MOVING WATER | LIN FT | 300.00 |
| 2573.550 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 123.00 |
| 2574.525 | COMMON TOPSOIL BORROW | CU YD | 110.00 |
| 2575.501 | SEEDING | ACRE | 0.35 |
| 2575.502 | SEED MIXTURE 25-141 | POUND | 21.00 |
| 2575.523 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 1,700.00 |
| 2575.571 | RAPID STABILIZATION METHOD 3 | M GALLON | 6.00 |
