Line Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing | LUMP | 1 |
| 0002 | 202-02-00020 | Removal of Aggregate Shoulder | SQYD | 1,208 |
| 0003 | 202-02-03030 | Removal of Pavement Structure | SQYD | 122.8 |
| 0004 | 202-02-04501 | Removal of Bridge Str. No. 61390520403531, 96' X 40' Conc Span Bridge | LUMP | 1 |
| 0005 | 202-02-04501 | Removal of Bridge STR. NO. 61390520404171, 58' X 40' CONC. SLAB SPAN BRIDGE | LUMP | 1 |
| 0006 | 202-02-05000 | Removal of Building (STA 111+75, RT.) | EACH | 1 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 690 |
| 0008 | 202-02-32120 | Removal of Pipe (Side Drain) (24" - RCP) | LNFT | 34 |
| 0009 | 202-02-32120 | Removal of Pipe (Side Drain) (27" - METAL) | LNFT | 28 |
| 0010 | 202-02-32120 | Removal of Pipe (Side Drain) (27" - RCP) | LNFT | 34 |
| 0011 | 203-01-00100 | General Excavation | CUYD | 494 |
| 0012 | 203-02-00100 | Drainage Excavation | CUYD | 779 |
| 0013 | 203-03-00100 | Embankment | CUYD | 85 |
| 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 14 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,357 |
| 0016 | 302-02-10070 | Class II Base Course (10" Thick) (Asphalt Concrete Base) | SQYD | 1,045.5 |
| 0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 44.4 |
| 0018 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 44.4 |
| 0019 | 502-01-00100 | Asphalt Concrete | TON | 409.1 |
| 0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 116.6 |
| 0021 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 1,273 |
| 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -70 |
| 0023 | 510-01-00001 | Pavement Patching (16.5 inch minimum thickness) | SQYD | 208 |
| 0024 | 701-05-01085 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | LNFT | 34 |
| 0025 | 701-06-00040 | Side Drain Pipe Arch (24" Equiv. RCPA) | LNFT | 30 |
| 0026 | 701-06-00060 | Side Drain Pipe Arch (30" Equiv. RCPA) | LNFT | 38 |
| 0027 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 225 |
| 0028 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
| 0029 | 704-10-00204 | Guard Rail End Treatment, MASH, (TL-2 Tangent) | EACH | 2 |
| 0030 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 6 |
| 0031 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 947 |
| 0032 | 711-04-00100 | Geotextile Fabric | SQYD | 947 |
| 0033 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0034 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 2.224 |
| 0035 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 147 |
| 0036 | 717-01-00100 | Seeding | LB | 31 |
| 0037 | 718-01-00100 | Fertilizer | LB | 950 |
| 0038 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0039 | 725-01-00100 | Temporary Detour Roads | SQYD | 10,441 |
| 0040 | 726-01-00100 | Bedding Material | CUYD | 11.6 |
| 0041 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0043 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 146 |
| 0044 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.108 |
| 0045 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.823 |
| 0046 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0047 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0048 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0049 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 5,900 |
| 0050 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 396.4 |
| 0051 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 119 |
| 0052 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 2,696 |
| 0053 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 2,696 |
| 0054 | 806-01-00100 | Deformed Reinforcing Steel | LB | 94,150 |
| 0055 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 400 |
| 0056 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0057 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 310 |
| 0058 | 815-03-00300 | Joint Seal (Poured) | LNFT | 480 |
| 0059 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 480 |
| 0060 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 640 |
| 0061 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 1,440 |