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 | 212.9 |
| 0005 | 202-02-04501 | Removal of Bridge Bridges: Str. No. 05340160509191, 23' X 390' | LUMP | 1 |
| 0006 | 202-02-14500 | Removal of Guard Rail | LNFT | 2,153 |
| 0007 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 23,701.7 |
| 0008 | 203-01-00100 | General Excavation | CUYD | 94,546 |
| 0009 | 203-03-00100 | Embankment | CUYD | 316,119 |
| 0010 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 79.2 |
| 0011 | 203-08-00100 | Geotextile Fabric | SQYD | 300 |
| 0012 | 203-11-00100 | Settlement Plate Installation and Monitoring | EACH | 25 |
| 0013 | 204-02-00100 | Temporary Hay Bales | EACH | 45 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 13,400 |
| 0015 | 302-02-12000 | Class II Base Course (12" Thick) | SQYD | 28,027 |
| 0016 | 302-02-12030 | Class II Base Course (12" Thick) (Asphalt Concrete Base on Embankment Layer) | SQYD | 940.5 |
| 0017 | 304-01-00100 | Lime | TON | 111.8 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 7,883.3 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 54 |
| 0020 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 300 |
| 0021 | 502-01-00100 | Asphalt Concrete | TON | 6,047.6 |
| 0022 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 131.7 |
| 0023 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 175 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -10 |
| 0025 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | SQYD | 50 |
| 0026 | 701-05-01046 | Side Drain Pipe (18" RCP/RPVCP) | LNFT | 280 |
| 0027 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | LNFT | 96 |
| 0028 | 702-03-00100 | Catch Basins (CB-01) | EACH | 2 |
| 0029 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 212.5 |
| 0030 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0031 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0032 | 705-06-00400 | Chain Link Fence (7 Foot Height) | LNFT | 320 |
| 0033 | 708-01-00100 | Right-of-Way Monument | EACH | 21 |
| 0034 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 21 |
| 0035 | 711-01-03020 | Riprap (30 lb, 18" Thick) | SQYD | 64 |
| 0036 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | SQYD | 1,758 |
| 0037 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | SQYD | 232 |
| 0038 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0039 | 713-02-00100 | Temporary Pavement Markings (4" Width) | LNFT | 29,000 |
| 0040 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 700 |
| 0041 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | EACH | 55 |
| 0042 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0043 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 1.078 |
| 0044 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 2.155 |
| 0045 | 725-01-00100 | Temporary Detour Roads | SQYD | 10,323.7 |
| 0046 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0047 | 729-01-00102 | Sign (Type A)(Furnish and Install) | SQFT | 183 |
| 0048 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0049 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 32 |
| 0050 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 669 |
| 0051 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 484 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 4.7 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.286 |
| 0054 | 732-05-00100 | Removal of Existing Markings | MILE | 0.65 |
| 0055 | 739-01-00100 | Hydro-Seeding | ACRE | 30 |
| 0056 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0057 | 802-03-00500 | Temporary Sheeting Temporary sheeting for construction phasing | SQFT | 85,044.48 |
| 0058 | 802-04-00100 | Mechanically Stabilized Earth Wall End of bridge. | SQFT | 16,083 |
| 0059 | 804-01-00200 | Precast Concrete Piles (14") | LNFT | 180 |
| 0060 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,700 |
| 0061 | 804-02-00100 | Treated Timber Piles (Noncoastal Treatment) | LNFT | 89,567 |
| 0062 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 30 |
| 0063 | 804-15-00100 | Dynamic Monitoring Instrumentation | LUMP | 1 |
| 0064 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 232.55 |
| 0065 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 170.7 |
| 0066 | 805-08-01700 | Precast-Prestressed Concrete Girder (Type LG-78) | LNFT | 794.2 |
| 0067 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 2,967.08 |
| 0068 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 3,714 |
| 0069 | 806-01-00100 | Deformed Reinforcing Steel | LB | 82,205 |
| 0070 | 807-01-00100 | Structural Metalwork (Grade 36) | LUMP | 1 |
| 0071 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0072 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 440 |
| 0073 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0074 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 109 |
| 0075 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | LNFT | 114 |
| 0076 | NS-203-00100 | Geosynthetic Load Transfer Platform | SQFT | 27,910 |
| 0077 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 1,200 |
| 0078 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 4 |
| 0079 | 711-02-00400 | Riprap (55 lb) | CUYD | 736.7 |
| 0080 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 26,295.5 |