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 | 2,441.7 |
| 0004 | 202-02-04501 | Removal of Bridge (STRUCTURE NO. 05370010905131, 33.5' X 382' STEEL GIRDER) | LUMP | 1 |
| 0005 | 202-02-14500 | Removal of Guard Rail | LNFT | 1,289.8 |
| 0006 | 202-02-32000 | Removal of Paved Ditches | SQYD | 65 |
| 0007 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 1,415.3 |
| 0008 | 202-03-38000 | Relocation of Sign (Remove and reinstall signs within the limits of construction on US 80.) | EACH | 8 |
| 0009 | 203-01-00100 | General Excavation | CUYD | 1,528 |
| 0010 | 203-03-00100 | Embankment | CUYD | 4,087 |
| 0011 | 203-03-00100 | Embankment MSE Wall Lightweight | CUYD | 4,100 |
| 0012 | 204-02-00100 | Temporary Hay Bales | EACH | 21 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 5 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,265 |
| 0015 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | SQYD | 2,670.1 |
| 0016 | 304-01-00100 | Lime | TON | 37.85 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 2,671 |
| 0018 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 50 |
| 0019 | 502-01-00100 | Asphalt Concrete | TON | 816.7 |
| 0020 | 510-04-00100 | Pavement Patching | TON | 80 |
| 0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 493.8 |
| 0022 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
| 0023 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0024 | 704-10-00305 | Guard Rail End Treatment, MASH, (TL-3 Bi-Directional) | EACH | 2 |
| 0025 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | SQYD | 701.9 |
| 0026 | 707-01-00100 | Concrete Curb | LNFT | 231.1 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | LNFT | 4,678 |
| 0029 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | 106 |
| 0030 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 50 |
| 0031 | 713-11-00100 | Portable Changeable Message Signs | EACH | 8 |
| 0032 | 725-01-00100 | Temporary Detour Roads | SQYD | 332.5 |
| 0033 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 146 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 2.324 |
| 0037 | 732-05-00100 | Removal of Existing Markings | MILE | 0.437 |
| 0038 | 739-01-00100 | Hydro-Seeding | ACRE | 2.42 |
| 0039 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0040 | 802-04-00100 | Mechanically Stabilized Earth Wall (MSEW FOR BRIDGE ENDS) | SQFT | 6,090 |
| 0041 | 802-05-00100 | MSEW Structural Excavation and Backfill | LUMP | 1 |
| 0042 | 803-01-00700 | Drilled Shaft (54" Diameter) | LNFT | 915 |
| 0043 | 803-02-00700 | Test Shaft (54" Diameter) | LNFT | 105 |
| 0044 | 803-07-00700 | Bi-Directional Load Cell Test (54" Diameter) | EACH | 1 |
| 0045 | 803-08-00700 | Crosshole Sonic Log Test (54" Diameter) | EACH | 9 |
| 0046 | 803-10-00700 | Permanent Casing (54" Diameter) | LNFT | 108 |
| 0047 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 393.94 |
| 0048 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 41.19 |
| 0049 | 805-01-00400 | Class A1 Concrete (Column) | CUYD | 11.57 |
| 0050 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | CUYD | 166.81 |
| 0051 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 5,803 |
| 0052 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 14,714 |
| 0053 | 806-01-00100 | Deformed Reinforcing Steel | LB | 203,315 |
| 0054 | 807-01-00400 | Structural Metalwork (Grade 50W) | LUMP | 1 |
| 0055 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0056 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 578 |
| 0057 | 810-06-00100 | Concrete Pier Protection System (Vehicle) (Median Pier Protection) | LNFT | 273 |
| 0058 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,593 |
| 0059 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 219 |
| 0060 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 126 |
| 0061 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 2 |
| 0062 | 830-08-00100 | Span Movement | EACH | 2 |
| 0063 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 264 |
| 0064 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 264 |
| 0065 | NS-500-00300 | Traffic Maintenance Asphalt Concrete | TON | 100 |
| 0066 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 936 |
| 0067 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 3 |