Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing | LUMP | 1 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 2,069.4 |
| 0003 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 1,020.84 |
| 0004 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | SQYD | 1,048.6 |
| 0005 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120200471, 642'X26' CONCRETE DECK GIRDER) | SQFT | 16,692 |
| 0006 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120200901, 602’X26’ CONCRETE DECK GIRDER) | SQFT | 15,652 |
| 0007 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120202201, 362’X26’ CONCRETE DECK GIRDER) | SQFT | 9,412 |
| 0008 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120202521, 402’X26’ CONCRETE DECK GIRDER) | SQFT | 10,452 |
| 0009 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120202941, 242’X26’ CONCRETE DECK GIRDER) | SQFT | 6,292 |
| 0010 | 202-02-04500 | Removal of Bridge (STR. NO. 07100120203171, 362’X26’ CONCRETE DECK GIRDER) | SQFT | 9,412 |
| 0011 | 202-02-14500 | Removal of Guard Rail | LNFT | 3,138.85 |
| 0012 | 203-01-00100 | General Excavation | CUYD | 232 |
| 0013 | 203-02-00100 | Drainage Excavation | CUYD | 5,060 |
| 0014 | 203-03-00100 | Embankment | CUYD | 4,310 |
| 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 35 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | LNFT | 18,091 |
| 0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 22.5 |
| 0018 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 100 |
| 0019 | 502-01-00100 | Asphalt Concrete | TON | 3,877.4 |
| 0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 1,282 |
| 0021 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 33,204 |
| 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -1,378 |
| 0023 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 100 |
| 0024 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | LNFT | 1,168.75 |
| 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 600 |
| 0026 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | EACH | 24 |
| 0027 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 9,700 |
| 0028 | 711-04-00100 | Geotextile Fabric | SQYD | 29,940 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 6.349 |
| 0031 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 281 |
| 0032 | 716-01-00100 | Mulch (Vegetative) | TON | 24.3 |
| 0033 | 717-01-00100 | Seeding | LB | 325 |
| 0034 | 718-01-00100 | Fertilizer | LB | 16,233 |
| 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0036 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 2.115 |
| 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 4.231 |
| 0038 | 725-01-00100 | Temporary Detour Roads | SQYD | 26,704.2 |
| 0039 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 24 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 281 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 4.231 |
| 0043 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | MILE | 2.115 |
| 0044 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0045 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 32,478 |
| 0046 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 6 |
| 0047 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 48 |
| 0048 | 804-15-00100 | Dynamic Monitoring Instrumentation | LUMP | 1 |
| 0049 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 3,349.2 |
| 0050 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 1,029 |
| 0051 | 805-08-00100 | Precast-Prestressed Concrete Girders (Type Quad Beam) | LNFT | 22,436 |
| 0052 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 35,682 |
| 0053 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 35,682 |
| 0054 | 806-01-00100 | Deformed Reinforcing Steel | LB | 1,070,910 |
| 0055 | 807-01-00100 | Structural Metalwork (Grade 36) (AASHTO M270, GR 36) | LUMP | 1 |
| 0056 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0057 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 1,248 |
| 0058 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 4,720 |
| 0059 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 19,188 |
| 0060 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 316 |
| 0061 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 1,683 |
| 0062 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 1,040 |
| 0063 | 817-01-00100 | Temporary Detour Bridge (Concrete) | SQFT | 73,599 |
| 0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 456 |
| 0065 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 16,151 |
| 0066 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 3,696 |