Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions INCLUDES SIGNS, GUARDRAIL, FENCE, AND RELATED ITEMS WITHIN REQUIRED RIGHT-OF-WAY | LUMP | 1 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 636.8 |
| 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 636.8 |
| 0005 | 202-02-04501 | Removal of Bridge (TIMBER DECK WITH TIMBER CAPS AND TIMBER PILES) | LUMP | 1 |
| 0006 | 203-02-00100 | Drainage Excavation | CUYD | 137 |
| 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 280 |
| 0008 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | LNFT | 628 |
| 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | CUYD | 248.4 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 18 |
| 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 75 |
| 0013 | 502-01-00100 | Asphalt Concrete | TON | 141.8 |
| 0014 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 25 |
| 0015 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 50 |
| 0016 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 2 |
| 0017 | 705-01-00100 | Barbed Wire Fence | LNFT | 104 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | SQYD | 45 |
| 0019 | 711-04-00100 | Geotextile Fabric | SQYD | 45 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | TON | 0.4 |
| 0022 | 717-01-00100 | Seeding | LB | 4 |
| 0023 | 718-01-00100 | Fertilizer | LB | 154 |
| 0024 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 19 |
| 0027 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | LNFT | 1,480 |
| 0028 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0029 | 802-02-00100 | Permanent Sheeting (Steel) | SQFT | 3,536 |
| 0030 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 1,620 |
| 0031 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 4 |
| 0032 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 86.91 |
| 0033 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 19.36 |
| 0034 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 852 |
| 0035 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 852 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | LB | 19,040 |
| 0037 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 80 |
| 0038 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 50 |
| 0039 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 90 Degree Crossing)(10' Long w/o Asphalt) | SQFT | 515 |
| 0040 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 428 |