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 | 26 |
| 0004 | 202-02-03030 | Removal of Pavement Structure | SQYD | 4,636.6 |
| 0005 | 202-02-04501 | Removal of Bridge Removal of bridge STR. NO. 04070880202601 (STA. 116+22.76; 28' x 133' COPCSS) | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge Removal of bridge STR. NO. 04070880202791 (STA. 116+22.76; 28' x 114' COPCSS) | LUMP | 1 |
| 0007 | 202-02-04501 | Removal of Bridge Removal of bridge STR. NO. 04070880203591 (STA. 116+22.76; 28' x 76' COPCSS) | LUMP | 1 |
| 0008 | 202-02-04501 | Removal of Bridge Removal of bridge STR. NO. 04070880204191 (STA. 116+22.76; 28' x 57' COPCSS) | LUMP | 1 |
| 0009 | 202-02-12000 | Removal of Fence | LNFT | 703 |
| 0010 | 202-02-14500 | Removal of Guard Rail | LNFT | 2,702.4 |
| 0011 | 203-02-00100 | Drainage Excavation | CUYD | 3,382 |
| 0012 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 12 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 6,283 |
| 0015 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | SQYD | 5,954.8 |
| 0016 | 302-03-00100 | Base Drain Outlet | EACH | 28 |
| 0017 | 304-01-00100 | Lime | TON | 41.85 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 2,953 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 12 |
| 0020 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 48 |
| 0021 | 502-01-00100 | Asphalt Concrete | TON | 2,699.1 |
| 0022 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 226.3 |
| 0023 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 5,244 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -437 |
| 0025 | 510-01-00001 | Pavement Patching (14.5" Minimum Thickness) | SQYD | 408 |
| 0026 | 511-01-00100 | Saw Cutting Asphalt Concrete Pavement | INLF | 67,423 |
| 0027 | 511-03-00100 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 1,068 |
| 0028 | 511-04-00100 | Sawcuts in Asphalt Concrete Lifts | LNFT | 1,424 |
| 0029 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | LNFT | 90 |
| 0030 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | LNFT | 320 |
| 0031 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | LNFT | 118 |
| 0032 | 702-03-00100 | Catch Basins (CB-01) | EACH | 2 |
| 0033 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 1 |
| 0034 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 1,006.3 |
| 0035 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 400 |
| 0036 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 16 |
| 0037 | 705-01-00100 | Barbed Wire Fence | LNFT | 27 |
| 0038 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | LNFT | 671 |
| 0039 | 708-01-00100 | Right-of-Way Monument | EACH | 36 |
| 0040 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 36 |
| 0041 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 4,411 |
| 0042 | 711-04-00100 | Geotextile Fabric | SQYD | 4,411 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0044 | 716-01-00100 | Mulch (Vegetative) | TON | 7.8 |
| 0045 | 717-01-00100 | Seeding | LB | 146 |
| 0046 | 718-01-00100 | Fertilizer | LB | 4,943 |
| 0047 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 581 |
| 0048 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 747 |
| 0049 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 167 |
| 0050 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | SQYD | 160 |
| 0051 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0052 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.997 |
| 0053 | 726-01-00100 | Bedding Material | CUYD | 1.6 |
| 0054 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0055 | 729-01-00100 | Sign (Type A) | SQFT | 8.6 |
| 0056 | 729-01-00200 | Mounting of Sign (Type A) | EACH | 2 |
| 0057 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 16 |
| 0058 | 729-22-00100 | Perforated Square Tubing Post with 2-1/4" Anchor | EACH | 2 |
| 0059 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 84 |
| 0060 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.463 |
| 0061 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.619 |
| 0062 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0063 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 4,814 |
| 0064 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 955.52 |
| 0065 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 321.16 |
| 0066 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 6,606 |
| 0067 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 6,606 |
| 0068 | 806-01-00100 | Deformed Reinforcing Steel | LB | 247,379 |
| 0069 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 960 |
| 0070 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 6,400 |
| 0071 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 963 |
| 0072 | 815-03-00300 | Joint Seal (Poured) | LNFT | 1,318 |