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 | 202-02-04500 | Removal of Bridge STA. 215+06, 21.5' X 59', TREATED TIMBER TRESTLE BRIDGE | SQFT | 1,269 |
| 0004 | 202-02-04500 | Removal of Bridge STA. 233+38, 31.1' X 133', CONCRETE PRECAST SLAB UNITS | SQFT | 4,136 |
| 0005 | 202-02-04500 | Removal of Bridge STA. 238+80, 21.6' X 97', TREATED TIMBER TRESTLE BRIDGE | SQFT | 2,095 |
| 0006 | 202-02-04500 | Removal of Bridge STA. 245+49, 21.5' X 97', TREATED TIMBER TRESTLE BRIDGE | SQFT | 2,086 |
| 0007 | 202-02-04500 | Removal of Bridge STA. 251+29, 31.1' X 152', CONCRETE PRECAST SLAB UNITS | SQFT | 4,727 |
| 0008 | 202-02-04500 | Removal of Bridge STA. 255+12, 21.5' X 97', TREATED TIMBER TRESTLE BRIDGE | SQFT | 2,086 |
| 0009 | 202-02-14500 | Removal of Guard Rail | LNFT | 3,016.8 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stabilized Base | SQYD | 6,337.8 |
| 0011 | 203-01-00100 | General Excavation | CUYD | 2,357 |
| 0012 | 203-02-00100 | Drainage Excavation | CUYD | 6,105 |
| 0013 | 203-03-00100 | Embankment | CUYD | 6,384 |
| 0014 | 204-02-00100 | Temporary Hay Bales | EACH | 12 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | LNFT | 6,664 |
| 0016 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | SQYD | 8,443.6 |
| 0017 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | SQYD | 8,444 |
| 0018 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 305 |
| 0019 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 100 |
| 0020 | 502-01-00100 | Asphalt Concrete | TON | 5,291.7 |
| 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 623.9 |
| 0022 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 600 |
| 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -25 |
| 0024 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | SQYD | 200 |
| 0026 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | LNFT | 1,424.75 |
| 0027 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 600 |
| 0028 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | EACH | 18 |
| 0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 2 |
| 0030 | 708-01-00100 | Right-of-Way Monument | EACH | 28 |
| 0031 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 28 |
| 0032 | 712-03-00100 | Stone Revetment STONE, 30 LBS CLASS | SQYD | 6,729 |
| 0033 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0034 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 1.565 |
| 0035 | 716-01-00100 | Mulch (Vegetative) | TON | 6.4 |
| 0036 | 717-01-00100 | Seeding | LB | 171 |
| 0037 | 718-01-00100 | Fertilizer | LB | 4,264 |
| 0038 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,969.4 |
| 0039 | 722-01-00100 | Project Site Laboratory | EACH | 1 |
| 0040 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0041 | 729-01-00100 | Sign (Type A) | SQFT | 90 |
| 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 24 |
| 0043 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | EACH | 10 |
| 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 104 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.565 |
| 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 4.059 |
| 0047 | 740-01-00100 | Construction Layout Bridge | LUMP | 1 |
| 0048 | 740-01-00100 | Construction Layout Road | LUMP | 1 |
| 0049 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 14,168 |
| 0050 | 804-05-00300 | Precast Concrete Test Piles (16") | EACH | 3 |
| 0051 | 804-09-00300 | Static Load Test (Precast Concrete Piles (16")) | EACH | 3 |
| 0052 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 3 |
| 0053 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 1,085.83 |
| 0054 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 268.08 |
| 0055 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 9,554.4 |
| 0056 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 9,554.4 |
| 0057 | 806-01-00100 | Deformed Reinforcing Steel | LB | 314,683 |
| 0058 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 920 |
| 0059 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 680 |
| 0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 13,912.56 |
| 0061 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 1,008 |
| 0062 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 336 |
| 0063 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement saw cut item for tie-ins at begin and end of project | INLF | 1,120 |
| 0064 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | SQYD | 429 |