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 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 1,849.3 |
| 0004 | 202-02-04501 | Removal of Bridge (STA 200+00; 19' x 31' TIMBER - PILES, BENTS, & GUARD RAIL, TIMBER DECK W/ ASPHALT) | LUMP | 1 |
| 0005 | 202-02-12000 | Removal of Fence | LNFT | 340 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) ((2) 84'' x 60' CMP pipe) | LNFT | 120 |
| 0007 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0008 | 204-03-00100 | Temporary Slope Drains | LNFT | 250 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,770 |
| 0010 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | SQYD | 1,966 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 27 |
| 0012 | 502-01-00100 | Asphalt Concrete | TON | 369 |
| 0013 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 100 |
| 0014 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
| 0015 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 8 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 1,500 |
| 0017 | 711-04-00100 | Geotextile Fabric | SQYD | 1,500 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | TON | 1.4 |
| 0020 | 717-01-00100 | Seeding | LB | 22 |
| 0021 | 718-01-00100 | Fertilizer | LB | 707 |
| 0022 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 23 |
| 0025 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | LNFT | 1,744 |
| 0026 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 1,920 |
| 0029 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | SQFT | 1,920 |
| 0030 | 805-12-00300 | Bridge Superstructure and Substructure (24' Roadway, 60 Degree Crossing) | SQFT | 1,440 |
| 0031 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 90 Degree skew, 10' Long) | SQFT | 500 |
| 0032 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) 24' Clear Rodway, 90 Degree skew, 10' long) | SQFT | 500 |
| 0033 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 240 |