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 | 88 |
| 0004 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 5,447.4 |
| 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 5,830.7 |
| 0006 | 202-02-04501 | Removal of Bridge (Str. No. 05628622200001, 280'X24' CONCRETE DECK WITH STEEL I-BEAMS) | LUMP | 1 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 350 |
| 0008 | 203-01-00100 | General Excavation | CUYD | 4,254 |
| 0009 | 203-02-00100 | Drainage Excavation | CUYD | 1,010 |
| 0010 | 203-03-00100 | Embankment | CUYD | 5,778 |
| 0011 | 203-11-00100 | Settlement Plate Installation and Monitoring | EACH | 2 |
| 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 4 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | LNFT | 3,370 |
| 0014 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | SQYD | 5,760.7 |
| 0015 | 304-01-00100 | Lime | TON | 81.66 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 5,761 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 149.1 |
| 0018 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 71.7 |
| 0019 | 502-01-00100 | Asphalt Concrete | TON | 1,097.4 |
| 0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 82.5 |
| 0021 | 510-04-00100 | Pavement Patching | TON | 64 |
| 0022 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | LNFT | 184 |
| 0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 32 |
| 0024 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | LNFT | 40 |
| 0025 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 12 |
| 0026 | 702-08-00200 | Side Drain Safety End (Type 2) | EACH | 2 |
| 0027 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 218.8 |
| 0028 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 2 |
| 0030 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 2 |
| 0031 | 708-01-00100 | Right-of-Way Monument | EACH | 10 |
| 0032 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 10 |
| 0033 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 3,570 |
| 0034 | 711-04-00100 | Geotextile Fabric | SQYD | 5,580 |
| 0035 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0036 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,134 |
| 0037 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0038 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.386 |
| 0039 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.772 |
| 0040 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0041 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 52 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.158 |
| 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.386 |
| 0045 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0046 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,728 |
| 0047 | 804-01-00700 | Precast Concrete Piles (30") | LNFT | 2,592 |
| 0048 | 804-05-00700 | Precast Concrete Test Piles (30") | EACH | 1 |
| 0049 | 804-09-00700 | Static Load Test (Precast Concrete Piles (30")) | EACH | 1 |
| 0050 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0051 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 276.17 |
| 0052 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 174.11 |
| 0053 | 805-08-01100 | Precast-Prestressed Concrete Girders (Type LG-25) | LNFT | 1,246 |
| 0054 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 4,632 |
| 0055 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 4,632 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | LB | 128,615 |
| 0057 | 807-01-00100 | Structural Metalwork (Grade 36) | LUMP | 1 |
| 0058 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0059 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 682 |
| 0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,400 |
| 0061 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 175 |
| 0062 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | LNFT | 60 |
| 0063 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 2 |
| 0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 540 |
| 0065 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 600 |
| 0066 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 715 |
| 0067 | NS-800-00005 | Embedded Pile Monitoring Instrumentation and Accessories | LUMP | 1 |