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 | 202-02-04501 | Removal of Bridge Bridge (Sta. 100+00, 14' Wide x 231.1 Long Timber Bridge) | LUMP | 1 |
| 0004 | 202-02-12000 | Removal of Fence | LNFT | 269 |
| 0005 | 203-02-00100 | Drainage Excavation | CUYD | 103 |
| 0006 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,567 |
| 0008 | 302-01-00100 | Class II Base Course | CUYD | 157.7 |
| 0009 | 302-03-00100 | Base Drain Outlet | EACH | 4 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 74 |
| 0011 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 75 |
| 0012 | 502-01-00100 | Asphalt Concrete | TON | 172 |
| 0013 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 25 |
| 0014 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 50 |
| 0015 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 2 |
| 0016 | 705-01-00100 | Barbed Wire Fence | LNFT | 303 |
| 0017 | 705-09-00100 | Rebuilt Fence | LNFT | 20 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 1,078 |
| 0019 | 711-04-00100 | Geotextile Fabric | SQYD | 1,078 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | TON | 1.8 |
| 0022 | 717-01-00100 | Seeding | LB | 40 |
| 0023 | 718-01-00100 | Fertilizer | LB | 889 |
| 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 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 2,800 |
| 0028 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 1 |
| 0029 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0030 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0031 | 804-18-00100 | Vibration Monitoring | DAY | 40 |
| 0032 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 256.86 |
| 0033 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 82.83 |
| 0034 | 805-08-00100 | Precast-Prestressed Concrete Girders (Type Quad Beam) | LNFT | 1,778 |
| 0035 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 4,352 |
| 0036 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 4,352 |
| 0037 | 806-01-00100 | Deformed Reinforcing Steel | LB | 86,858 |
| 0038 | 807-04-00100 | Structural Metalwork (ANCHOR BOLTS AND THREADED RODS) (1,646 LB - FOR ESTIMATING PURPOSES ONLY) | LUMP | 1 |
| 0039 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 160 |
| 0040 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 560 |
| 0041 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (Cast-in-Place)(24' Roadway, 90 Deg. Crossing without Asphalt)(Curved)(20' Long) | SQFT | 513 |
| 0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (Cast-in-Place)(24' Roadway, 90 Deg. Crossing without Asphalt)(Tapered Barrier-One Side)(20' Long) | SQFT | 515 |
| 0043 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 22.5 |
| 0044 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 92.8 |
| 0045 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 240 |