Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 40 |
| 0004 | 202-02-04501 | Removal of Bridge BRIDGE (STA. 105+66.62, 22.3' x 68.6', TREATED TIMBER TRESTLE BRIDGE) | LUMP | 1 |
| 0005 | 203-02-00100 | Drainage Excavation | CUYD | 52 |
| 0006 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0007 | 204-02-00100 | Temporary Hay Bales | EACH | 4 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,005 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 3 |
| 0010 | 502-01-00100 | Asphalt Concrete | TON | 420.7 |
| 0011 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 18.8 |
| 0012 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 90 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -4 |
| 0014 | 510-02-00100 | Pavement Widening 8" Minimum Thickness | SQYD | 311.9 |
| 0015 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 37.5 |
| 0016 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 75 |
| 0017 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 3 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 170 |
| 0019 | 711-04-00100 | Geotextile Fabric | SQYD | 170 |
| 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 | 145 |
| 0024 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0026 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 1,740 |
| 0028 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0029 | 804-18-00100 | Vibration Monitoring | DAY | 10 |
| 0030 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 101.92 |
| 0031 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 27.14 |
| 0032 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 960 |
| 0033 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 960 |
| 0034 | 806-01-00100 | Deformed Reinforcing Steel | LB | 33,573 |
| 0035 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 160 |
| 0036 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 580 |
| 0037 | NS-700-00840 | Impact Attenuator (Reusable, Test Level 3) | EACH | 1 |