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 | 2,640.5 |
| 0004 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | SQYD | 2,421.7 |
| 0005 | 202-02-04501 | Removal of Bridge STA 111+18, 24'X349' STEEL I-BEAM (ROLLED) - REMOVABLE SPAN BRIDGE | LUMP | 1 |
| 0006 | 202-02-14500 | Removal of Guard Rail | LNFT | 952 |
| 0007 | 203-01-00100 | General Excavation | CUYD | 386 |
| 0008 | 203-02-00100 | Drainage Excavation | CUYD | 630 |
| 0009 | 203-03-00100 | Embankment | CUYD | 3,290 |
| 0010 | 203-04-00200 | Nonplastic Embankment (Sand) | CUYD | 6,382 |
| 0011 | 203-08-00220 | Geotextile Fabric (High Strength) (Type 3) | SQYD | 21,627 |
| 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 7 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | LNFT | 4,330 |
| 0014 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | SQYD | 2,760.9 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 415 |
| 0016 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | SQYD | 400 |
| 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 350 |
| 0018 | 502-01-00100 | Asphalt Concrete | TON | 2,016.2 |
| 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 121.3 |
| 0020 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 1,066 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -59 |
| 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 102 |
| 0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) CMP Not Allowed | LNFT | 60 |
| 0024 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 1 |
| 0025 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 275 |
| 0026 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0028 | 708-01-00100 | Right-of-Way Monument | EACH | 7 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 7 |
| 0030 | 712-04-00100 | Flexible Revetment | SQYD | 525 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0032 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | MILE | 5.301 |
| 0033 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 351 |
| 0034 | 713-11-00100 | Portable Changeable Message Signs | EACH | 2 |
| 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0036 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.268 |
| 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.537 |
| 0038 | 725-01-00100 | Temporary Detour Roads | SQYD | 3,973.5 |
| 0039 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 102 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.654 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.114 |
| 0044 | 732-05-00100 | Removal of Existing Markings | MILE | 0.5 |
| 0045 | 739-01-00100 | Hydro-Seeding | ACRE | 3.3 |
| 0046 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0047 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 5,480 |
| 0048 | 804-01-00700 | Precast Concrete Piles (30") | LNFT | 5,920 |
| 0049 | 804-05-00600 | Precast Concrete Test Piles (24") | EACH | 2 |
| 0050 | 804-05-00700 | Precast Concrete Test Piles (30") | EACH | 1 |
| 0051 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 21 |
| 0052 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 554.72 |
| 0053 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 678.58 |
| 0054 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 378.65 |
| 0055 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | LNFT | 2,753 |
| 0056 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 11,084 |
| 0057 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 11,084 |
| 0058 | 806-01-00100 | Deformed Reinforcing Steel | LB | 330,404 |
| 0059 | 807-04-00100 | Structural Metalwork (Threaded Rods in Diaphragms) | LUMP | 1 |
| 0060 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,670 |
| 0061 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0062 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 420 |
| 0063 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 300 |
| 0064 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | LNFT | 425 |
| 0065 | 815-03-00300 | Joint Seal (Poured) | LNFT | 595 |
| 0066 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 4 |
| 0067 | 817-01-00200 | Temporary Detour Bridge (Steel Truss) | SQFT | 19,672 |
| 0068 | NS-300-00060 | Geogrid | SQYD | 5,342 |
| 0069 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 240 |
| 0070 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 400 |
| 0071 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 17,914 |
| 0072 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 2 |