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 | 19 |
| 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 4,798.2 |
| 0005 | 202-02-04501 | Removal of Bridge Recall 014640 (171' x 20') | LUMP | 1 |
| 0006 | 202-02-12000 | Removal of Fence | LNFT | 2,625 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 562.8 |
| 0008 | 202-02-38240 | Removal of Signs and Supports | EACH | 17 |
| 0009 | 203-01-00100 | General Excavation | CUYD | 348 |
| 0010 | 203-02-00100 | Drainage Excavation | CUYD | 520 |
| 0011 | 203-03-00100 | Embankment | CUYD | 20,199 |
| 0012 | 203-08-00100 | Geotextile Fabric | SQYD | 1,499 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 5 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 2,815 |
| 0015 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | SQYD | 7,128 |
| 0016 | 305-01-04000 | Subgrade Layer (12" Thick) | SQYD | 7,129 |
| 0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 247.6 |
| 0018 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 85 |
| 0019 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 50 |
| 0020 | 502-01-00100 | Asphalt Concrete | TON | 1,236.7 |
| 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 165 |
| 0022 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 4,863 |
| 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -481 |
| 0024 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | SQYD | 82 |
| 0025 | 701-01-01120 | Cross Drain Pipe (60" RCP) | LNFT | 320 |
| 0026 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | LNFT | 73 |
| 0027 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 160 |
| 0028 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 2 |
| 0029 | 704-03-00100 | Blocked Out Guard rail | LNFT | 100 |
| 0030 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 75 |
| 0031 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 3 |
| 0032 | 705-01-00100 | Barbed Wire Fence | LNFT | 1,899 |
| 0033 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | LNFT | 600 |
| 0034 | 705-04-00100 | Single Swinging Driveway Gates | EACH | 3 |
| 0035 | 708-01-00100 | Right-of-Way Monument | EACH | 30 |
| 0036 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 30 |
| 0037 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 800 |
| 0038 | 711-04-00100 | Geotextile Fabric | SQYD | 1,050 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0040 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | MILE | 1.856 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | TON | 0.3 |
| 0042 | 717-01-00100 | Seeding | LB | 63 |
| 0043 | 718-01-00100 | Fertilizer | LB | 2,102 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 48 |
| 0045 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 15 |
| 0046 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0047 | 726-01-00100 | Bedding Material | CUYD | 106.7 |
| 0048 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0049 | 729-01-00100 | Sign (Type A) | SQFT | 73 |
| 0050 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0051 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 14 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 58 |
| 0053 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.5 |
| 0054 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.176 |
| 0055 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0056 | 735-03-00100 | Mailbox Supports (Double) | EACH | 1 |
| 0057 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0058 | 803-01-00200 | Drilled Shaft (24" Diameter) | LNFT | 80 |
| 0059 | 803-01-00900 | Drilled Shaft (66" Diameter) | LNFT | 504 |
| 0060 | 803-02-00900 | Test Shaft (66" Diameter) | LNFT | 76 |
| 0061 | 803-07-00900 | Bi-Directional Load Cell Test (66" Diameter) | EACH | 1 |
| 0062 | 803-08-00900 | Crosshole Sonic Log Test (66" Diameter) | EACH | 9 |
| 0063 | 803-10-00900 | Permanent Casing (66" Diameter) | LNFT | 92 |
| 0064 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 243.05 |
| 0065 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 140.17 |
| 0066 | 805-01-00400 | Class A1 Concrete (Column) | CUYD | 8.44 |
| 0067 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | LNFT | 834 |
| 0068 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 3,253 |
| 0069 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 3,253 |
| 0070 | 806-01-00100 | Deformed Reinforcing Steel | LB | 99,042 |
| 0071 | 807-01-00100 | Structural Metalwork (Grade 36) | LUMP | 1 |
| 0072 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0073 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 484 |
| 0074 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,560 |
| 0075 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 66 |
| 0076 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 64 |
| 0077 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 2 |
| 0078 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 256 |
| 0079 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 64 |
| 0080 | NS-700-00840 | Impact Attenuator (Reusable, Test Level 3) | EACH | 1 |