Line Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing (4.5 acres) | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-03030 | Removal of Pavement Structure | SQYD | 3,595.6 |
| 0004 | 202-02-04501 | Removal of Bridge (STA. 135+18 TO 136+86 29.26 FT X 168 FT CONCRETE DECK GIRDER BRIDGE) | LUMP | 1 |
| 0005 | 202-02-14500 | Removal of Guard Rail | LNFT | 652.4 |
| 0006 | 203-02-00100 | Drainage Excavation | CUYD | 2,385 |
| 0007 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 52 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,583 |
| 0010 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | SQYD | 6,696.4 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 23.7 |
| 0012 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 250 |
| 0013 | 502-01-00100 | Asphalt Concrete | TON | 1,442.5 |
| 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 182.6 |
| 0015 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 112 |
| 0016 | 701-05-01048 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CPPPDW/CMP) | LNFT | 48 |
| 0017 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 100 |
| 0018 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0019 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 2,213 |
| 0021 | 711-04-00100 | Geotextile Fabric | SQYD | 2,213 |
| 0022 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | SQYD | 756 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 0.669 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | MILE | 0.593 |
| 0026 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (4" W) (10' L) (Type 1 Removable) | MILE | 0.038 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 3.271 |
| 0028 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | MILE | 0.076 |
| 0029 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 89 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | TON | 10 |
| 0031 | 717-01-00100 | Seeding | LB | 400 |
| 0032 | 718-01-00100 | Fertilizer | LB | 5,000 |
| 0033 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,946 |
| 0034 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0035 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.296 |
| 0036 | 725-01-00100 | Temporary Detour Roads | SQYD | 3,957.8 |
| 0037 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 45 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.002 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.334 |
| 0042 | 732-05-00100 | Removal of Existing Markings | MILE | 0.22 |
| 0043 | 735-01-00100 | Mailboxes | EACH | 1 |
| 0044 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0045 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 3,060 |
| 0046 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 1 |
| 0047 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0048 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 502.88 |
| 0049 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 122.12 |
| 0050 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 2,727 |
| 0051 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 2,727 |
| 0052 | 806-01-00100 | Deformed Reinforcing Steel | LB | 129,047 |
| 0053 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 400 |
| 0054 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,520 |
| 0055 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 272 |
| 0056 | 815-03-00300 | Joint Seal (Poured) | LNFT | 396 |
| 0057 | 817-01-00100 | Temporary Detour Bridge (Concrete) | SQFT | 5,600 |
| 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 264 |
| 0059 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 440 |
| 0060 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 352 |
| 0061 | NS-700-00800 | Impact Attenuator (Construction Zone)(Test Level 2) | EACH | 4 |