| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.21 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.79 |
| 2031.502 | FIELD OFFICE TYPE D | EACH | 1.00 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.503 | REMOVE GUARDRAIL | LIN FT | 400.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 64.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1,420.00 |
| 2105.601 | DEWATERING | LUMP SUM | 1.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 1,259.00 |
| 2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 232.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,359.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 376.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 63.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 413.00 |
| 2401.503 | TYPE MOD P-2 (TL-4) BARRIER CONC (3S52) | LIN FT | 260.00 |
| 2401.507 | STRUCTURAL CONCRETE (3B52) | CU YD | 83.00 |
| 2401.508 | REINFORCEMENT BARS (EPOXY COATED) | POUND | 44,630.00 |
| 2401.508 | REINFORCEMENT BARS (STAINLESS-75KSI) | POUND | 420.00 |
| 2401.601 | SLOPE PREPARATION | LUMP SUM | 1.00 |
| 2401.601 | STRUCTURE EXCAVATION | LUMP SUM | 1.00 |
| 2401.618 | BRIDGE SLAB CONCRETE (3YHPC-M) | SQ FT | 3,861.00 |
| 2402.502 | ELASTOMERIC BEARING PAD TYPE 1 | EACH | 28.00 |
| 2402.502 | FLOOR DRAIN TYPE B706 MODIFIED | EACH | 2.00 |
| 2402.503 | STRUCTURAL TUBE RAILING DESIGN T-1 PC | LIN FT | 247.00 |
| 2405.503 | PRESTRESSED CONCRETE BEAMS 22RB | LIN FT | 536.00 |
| 2406.504 | BRIDGE APPROACH PANELS | SQ YD | 153.00 |
| 2411.618 | ARCH CONC TEXTURE (SPLIT STONE) | SQ FT | 1,382.00 |
| 2411.618 | ARCH SURFACE FINISH (MULTI COLOR) | SQ FT | 1,382.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2452.502 | C-I-P CONC TEST PILE 80 FT LONG 12" | EACH | 2.00 |
| 2452.502 | C-I-P CONC TEST PILE 85 FT LONG 16" | EACH | 2.00 |
| 2452.603 | C-I-P CONCRETE PILING 12" | LIN FT | 420.00 |
| 2452.603 | C-I-P CONCRETE PILING 16" | LIN FT | 600.00 |
| 2502.501 | DRAINAGE SYSTEM TYPE (B910) | LUMP SUM | 1.00 |
| 2511.504 | GEOTEXTILE FILTER TYPE 5 | SQ YD | 2,287.00 |
| 2511.504 | GEOTEXTILE FILTER TYPE 7 | SQ YD | 650.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 310.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 4.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8338 | LIN FT | 100.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN SPECIAL | LIN FT | 100.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.21 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.79 |
| 2564.502 | INSTALL SIGN PANEL TYPE C | EACH | 4.00 |
| 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2573.503 | FLOTATION SILT CURTAIN TYPE MOVING WATER | LIN FT | 306.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 874.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 122.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 123.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 1,686.00 |
| 2575.505 | SEEDING | ACRE | 0.35 |
| 2575.508 | SEED MIXTURE 25-121 | POUND | 25.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 4.20 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 1,500.00 |
| 2582.503 | 4" DBLE SOLID LINE PAINT | LIN FT | 500.00 |
| 2582.503 | 4" SOLID LINE PAINT | LIN FT | 1,000.00 |
