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 | 5,373.4 |
| 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 5,373.4 |
| 0005 | 202-02-04501 | Removal of Bridge Str. No. 05310850912091, Sta. 110+50.00, 24.0'x39.0' TTRES Bridge | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge Str. No. 05310850914151, Sta. 212+00, 24.0'x19.0' TTRES Bridge | LUMP | 1 |
| 0007 | 202-02-04501 | Removal of Bridge Str. No. 05310850914371, Sta. 310+00.00, 24.0'x117.0' TTRES Bridge | LUMP | 1 |
| 0008 | 202-02-12000 | Removal of Fence | LNFT | 304 |
| 0009 | 202-02-14500 | Removal of Guard Rail Total of all three sites | LNFT | 953.5 |
| 0010 | 203-01-00100 | General Excavation | CUYD | 1,856 |
| 0011 | 203-02-00100 | Drainage Excavation | CUYD | 1,536 |
| 0012 | 203-03-00100 | Embankment | CUYD | 9,943 |
| 0013 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 12 |
| 0014 | 203-08-00100 | Geotextile Fabric | SQYD | 55 |
| 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 16 |
| 0016 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | EACH | 2 |
| 0017 | 204-06-00100 | Temporary Silt Fencing | LNFT | 4,536 |
| 0018 | 302-02-10060 | Class II Base Course (10" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | SQYD | 6,370.9 |
| 0019 | 304-01-00100 | Lime | TON | 90.31 |
| 0020 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 6,371 |
| 0021 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 7 |
| 0022 | 502-01-00100 | Asphalt Concrete | TON | 1,489.8 |
| 0023 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 353 |
| 0024 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 1,390 |
| 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -77 |
| 0026 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 81.78 |
| 0027 | 701-05-01082 | Side Drain Pipe (30" RCP/RPVCP/CMP) | LNFT | 24 |
| 0028 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 1,169.16 |
| 0029 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0030 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | EACH | 12 |
| 0031 | 705-01-00100 | Barbed Wire Fence | LNFT | 304 |
| 0032 | 705-04-00100 | Single Swinging Driveway Gates | EACH | 1 |
| 0033 | 708-01-00100 | Right-of-Way Monument | EACH | 12 |
| 0034 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 12 |
| 0035 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 1,141 |
| 0036 | 711-04-00100 | Geotextile Fabric | SQYD | 1,141 |
| 0037 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0038 | 717-01-00100 | Seeding | LB | 120 |
| 0039 | 718-01-00100 | Fertilizer | LB | 4,000 |
| 0040 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 2,525 |
| 0041 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 705 |
| 0042 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0043 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.94 |
| 0044 | 726-01-00100 | Bedding Material | CUYD | 190.36 |
| 0045 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 12 |
| 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 102 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.539 |
| 0049 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.303 |
| 0050 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0051 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0052 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 223.93 |
| 0053 | 805-15-01300 | Reinforced Concrete Box Culverts (Precast) (7' x 6') | LNFT | 240 |
| 0054 | 805-15-02100 | Reinforced Concrete Box Culverts (Precast) (8' x 8') | LNFT | 216 |
| 0055 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Site 1 Box culvert | EACH | 2 |
| 0056 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Site 2 Box culvert | EACH | 2 |
| 0057 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 1,679.2 |
| 0058 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 1,679.2 |
| 0059 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 80 |
| 0060 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 200 |
| 0061 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,560 |
| 0062 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 168 |
| 0063 | 815-03-00300 | Joint Seal (Poured) | LNFT | 256 |
| 0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 192 |
| 0065 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 320 |
| 0066 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 917 |
| 0067 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,920 |
| 0068 | 804-05-00400 | Precast Concrete Test Piles (18") | EACH | 1 |
| 0069 | 804-09-00400 | Static Load Test (Precast Concrete Piles (18")) | EACH | 1 |
| 0070 | 805-01-00300 | Class A1 Concrete (Bent Cap) 18" Pile Alternate | CUYD | 61.92 |
| 0071 | 806-01-00100 | Deformed Reinforcing Steel | LB | 52,227 |
| 0072 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 1,440 |
| 0073 | 804-05-00600 | Precast Concrete Test Piles (24") | EACH | 1 |
| 0074 | 804-09-00600 | Static Load Test (Precast Concrete Piles (24")) | EACH | 1 |
| 0075 | 805-01-00300 | Class A1 Concrete (Bent Cap) 24" Pile Alternate | CUYD | 81.06 |
| 0076 | 806-01-00100 | Deformed Reinforcing Steel | LB | 53,961 |