| Number | Item | Units | Quantity |
|---|
| 2021.501 | MOBILIZATION | LUMP SUM | 0.07 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.30 |
| 2021.501 | MOBILIZATION | LUMP SUM | 0.63 |
| 2031.502 | FIELD OFFICE TYPE D | EACH | 1.00 |
| 2101.501 | CLEARING & GRUBBING | LUMP SUM | 1.00 |
| 2104.502 | SALVAGE SIGN | EACH | 54.00 |
| 2104.503 | SALVAGE GUARDRAIL-PLATE BEAM | LIN FT | 1,132.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 24.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 879.00 |
| 2105.601 | DEWATERING | LUMP SUM | 1.00 |
| 2105.601 | TEMPORARY STREAM DIVERSION SYSTEM | LUMP SUM | 1.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 67,904.00 |
| 2106.507 | GRANULAR EMBANKMENT (CV) | CU YD | 14,509.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 830.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 19,490.00 |
| 2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 697.00 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 5,163.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 1,540.00 |
| 2357.606 | BITUMINOUS MATERIAL FOR SHOULDER TACK | GALLON | 800.00 |
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (3;C) | TON | 2,462.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (3;C) | TON | 2,986.00 |
| 2401.503 | TYPE P-2 (TL-4) BARRIER CONCRETE (3S52) | LIN FT | 269.00 |
| 2401.507 | STRUCTURAL CONCRETE (3B52) | CU YD | 78.00 |
| 2401.508 | REINFORCEMENT BARS (EPOXY COATED) | POUND | 36,240.00 |
| 2401.508 | REINFORCEMENT BARS (STAINLESS-60KSI) | POUND | 420.00 |
| 2401.518 | BRIDGE SLAB CONCRETE (3Y42-M) | SQ FT | 3,912.00 |
| 2401.601 | SLOPE PREPARATION | LUMP SUM | 1.00 |
| 2401.601 | STRUCTURE EXCAVATION | LUMP SUM | 1.00 |
| 2402.502 | ELASTOMERIC BEARING PAD TYPE 1 | EACH | 10.00 |
| 2402.503 | STRUCTURAL TUBE RAILING DESIGN T-1 | LIN FT | 257.00 |
| 2405.503 | DIAPHRAGMS FOR TYPE MN45 PREST BEAMS | LIN FT | 62.00 |
| 2405.503 | PRESTRESSED CONCRETE BEAMS MN45 | LIN FT | 546.00 |
| 2406.504 | BRIDGE APPROACH PANELS | SQ YD | 154.00 |
| 2412.502 | 14X10 PRECAST CONCRETE BOX CULV END SECT | EACH | 2.00 |
| 2412.503 | 14X10 PRECAST CONCRETE BOX CULVERT | LIN FT | 60.00 |
| 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1.00 |
| 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 160.00 |
| 2452.502 | PILE TIP PROTECTION 12" | EACH | 12.00 |
| 2452.502 | STEEL H-TEST PILE 70 FT LONG 12" | EACH | 2.00 |
| 2452.603 | STEEL H-PILING 12" | LIN FT | 600.00 |
| 2501.502 | 24" CAS PIPE APRON | EACH | 2.00 |
| 2501.503 | 24" CAS PIPE CULVERT | LIN FT | 38.00 |
| 2501.507 | CULVERT EXCAVATION CLASS U | CU YD | 1,095.00 |
| 2502.501 | DRAINAGE SYSTEM TYPE (B910) | LUMP SUM | 1.00 |
| 2502.502 | 6" PRECAST CONCRETE HEADWALL | EACH | 1.00 |
| 2502.503 | 6" PERF TP PIPE DRAIN | LIN FT | 300.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 60.00 |
| 2511.507 | RANDOM RIPRAP CLASS III | CU YD | 420.00 |
| 2511.515 | GEOTEXTILE FILTER TYPE VII | SQ YD | 710.00 |
| 2554.502 | END TREATMENT-TANGENT TERMINAL | EACH | 4.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8307 | LIN FT | 100.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN SPECIAL | LIN FT | 100.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.07 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.30 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 0.63 |
| 2564.502 | INSTALL SIGN PANEL TYPE C | EACH | 28.00 |
| 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1.00 |
| 2573.503 | FLOTATION SILT CURTAIN TYPE MOVING WATER | LIN FT | 500.00 |
| 2573.503 | SILT FENCE; TYPE HI | LIN FT | 4,775.00 |
| 2573.602 | ROCK DITCH CHECK | EACH | 40.00 |
| 2574.507 | COMMON TOPSOIL BORROW | CU YD | 2,900.00 |
| 2574.508 | FERTILIZER TYPE 3 | POUND | 2,520.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 3N | SQ YD | 30,150.00 |
| 2575.504 | EROSION CONTROL BLANKETS CATEGORY 4N | SQ YD | 4,650.00 |
| 2575.505 | SEEDING | ACRE | 7.20 |
| 2575.508 | SEED MIXTURE 25-141 | POUND | 425.00 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | 86.40 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 10,000.00 |
| 2582.503 | 4" DBLE SOLID LINE PAINT | LIN FT | 5,000.00 |
| 2582.503 | 6" SOLID LINE PAINT | LIN FT | 9,800.00 |
