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 | 3,824.5 |
| 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 3,824.5 |
| 0005 | 202-02-04501 | Removal of Bridge STR. NO. 08581350202401 (STA. 119+10.24, 191'x20.3' TREATED TIMBER TRESTLE BRIDGE) | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge STR. NO. 08581350202491 (STA. 124+02.14, 78'x20.3' TREATED TIMBER TRESTLE BRIDGE) | LUMP | 1 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 124 |
| 0008 | 202-02-14500 | Removal of Guard Rail | LNFT | 949 |
| 0009 | 203-02-00100 | Drainage Excavation | CUYD | 1,363 |
| 0010 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 37 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | LNFT | 3,385 |
| 0013 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | SQYD | 4,307.5 |
| 0014 | 304-01-00100 | Lime | TON | 10 |
| 0015 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 861.5 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 26 |
| 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 500 |
| 0018 | 502-01-00100 | Asphalt Concrete | TON | 675.5 |
| 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 157.9 |
| 0020 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 164 |
| 0021 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | LNFT | 96 |
| 0022 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 80 |
| 0023 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 1 |
| 0024 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 637.5 |
| 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
| 0026 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
| 0027 | 706-02-00200 | Concrete Drive (6" Thick) | SQYD | 130.9 |
| 0028 | 708-01-00100 | Right-of-Way Monument | EACH | 12 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 11 |
| 0030 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 1,006 |
| 0031 | 711-04-00100 | Geotextile Fabric | SQYD | 1,006 |
| 0032 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0033 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 0.71 |
| 0034 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | MILE | 0.71 |
| 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 1.42 |
| 0036 | 716-01-00100 | Mulch (Vegetative) | TON | 11 |
| 0037 | 717-01-00100 | Seeding | LB | 440 |
| 0038 | 718-01-00100 | Fertilizer | LB | 5,500 |
| 0039 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 333 |
| 0040 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 213 |
| 0041 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 880 |
| 0042 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0043 | 725-01-00100 | Temporary Detour Roads | SQYD | 5,657 |
| 0044 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0045 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 74 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.108 |
| 0048 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0049 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0050 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0051 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 4,248 |
| 0052 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 511.84 |
| 0053 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 138.74 |
| 0054 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 4,379 |
| 0055 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 4,379 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | LB | 118,892 |
| 0057 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 640 |
| 0058 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 5,120 |
| 0059 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 319 |
| 0060 | 815-03-00300 | Joint Seal (Poured) | LNFT | 576 |
| 0061 | 817-01-00100 | Temporary Detour Bridge (Concrete) | SQFT | 6,401 |
| 0062 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 384 |
| 0063 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 640 |
| 0064 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 684 |