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 | 14 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 3,136.5 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 2,916.7 |
0006 | 202-02-04501 | Removal of Bridge (STA. 109+91.28 TO 110+67.28 28.6 FT X 76 FT CONCRETE SLAB BRIDGE) | LUMP | 1 |
0007 | 202-02-12000 | Removal of Fence | LNFT | 365 |
0008 | 202-02-14500 | Removal of Guard Rail | LNFT | 498.4 |
0009 | 203-01-00100 | General Excavation | CUYD | 952 |
0010 | 203-02-00100 | Drainage Excavation | CUYD | 1,190 |
0011 | 203-03-00100 | Embankment | CUYD | 3,742 |
0012 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 6 |
0013 | 203-08-00100 | Geotextile Fabric | SQYD | 52 |
0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 22 |
0015 | 204-06-00100 | Temporary Silt Fencing | LNFT | 2,194 |
0016 | 302-02-08560 | Class II Base Course (8-1/2" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | SQYD | 3,258.3 |
0017 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | SQYD | 3,258 |
0018 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 50 |
0019 | 502-01-00100 | Asphalt Concrete | TON | 699.1 |
0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 158.6 |
0021 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 82 |
0022 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 275 |
0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
0024 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
0025 | 708-01-00100 | Right-of-Way Monument | EACH | 8 |
0026 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 8 |
0027 | 711-01-04020 | Riprap (55 lb, 24" Thick) | SQYD | 2,954 |
0028 | 711-04-00100 | Geotextile Fabric | SQYD | 2,954 |
0029 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0030 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,205 |
0031 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 411 |
0032 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.34 |
0033 | 727-01-00100 | Mobilization | LUMP | 1 |
0034 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
0035 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 308 |
0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 27 |
0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.408 |
0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.204 |
0039 | 739-01-00100 | Hydro-Seeding | ACRE | 2.14 |
0040 | 740-01-00100 | Construction Layout | LUMP | 1 |
0041 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 1,360 |
0042 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
0043 | 804-18-00100 | Vibration Monitoring | DAY | 5 |
0044 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 185.56 |
0045 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 54.44 |
0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 1,512 |
0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 1,512 |
0048 | 806-01-00100 | Deformed Reinforcing Steel | LB | 45,717 |
0049 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 200 |
0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,560 |
0051 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 100 |
0052 | 815-03-00300 | Joint Seal (Poured) | LNFT | 165 |
0053 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 192 |
0054 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 320 |
0055 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 709 |