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 | 3,723.5 |
| 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS Removal of Base - Soil Cement | SQYD | 3,506.4 |
| 0005 | 202-02-04501 | Removal of Bridge (115'x24' Timber Trestle) | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge (59'x24' Timber Trestle) | LUMP | 1 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 673.4 |
| 0008 | 203-01-00100 | General Excavation | CUYD | 2,717 |
| 0009 | 203-02-00100 | Drainage Excavation | CUYD | 776 |
| 0010 | 203-03-00100 | Embankment | CUYD | 3,194 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 11 |
| 0012 | 203-08-00100 | Geotextile Fabric | SQYD | 92 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 24 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 4,100 |
| 0015 | 302-02-08560 | Class II Base Course (8-1/2" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | SQYD | 5,670.1 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 51 |
| 0017 | 305-01-04000 | Subgrade Layer (12" Thick) | SQYD | 1,152.4 |
| 0018 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 81.4 |
| 0019 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 600 |
| 0020 | 502-01-00100 | Asphalt Concrete | TON | 870.5 |
| 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 241.3 |
| 0022 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | SQYD | 153.2 |
| 0023 | 701-03-01102 | Storm Drain Pipe (48" RCP/RPVCP) | LNFT | 92 |
| 0024 | 701-03-02122 | Storm Drain Pipe (Outfall) (48" RPVCP or 54" CMP) | LNFT | 86 |
| 0025 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 64 |
| 0026 | 701-05-01081 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW/CMP) | LNFT | 80 |
| 0027 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | LNFT | 230 |
| 0028 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | LNFT | 56 |
| 0029 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | LNFT | 320 |
| 0030 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 768 |
| 0031 | 702-03-00200 | Catch Basins (CB-02) | EACH | 1 |
| 0032 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 437.5 |
| 0033 | 704-07-00100 | Guard Rail Transitions (Single Thrie Beam) | LNFT | 100 |
| 0034 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0035 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0036 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
| 0037 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | LNFT | 164 |
| 0038 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | SQYD | 8.1 |
| 0039 | 708-01-00100 | Right-of-Way Monument | EACH | 18 |
| 0040 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 18 |
| 0041 | 711-01-03020 | Riprap (30 lb, 18" Thick) | SQYD | 680 |
| 0042 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 516 |
| 0043 | 711-04-00100 | Geotextile Fabric | SQYD | 1,196 |
| 0044 | 712-04-00100 | Flexible Revetment | SQYD | 352.63 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0046 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | MILE | 0.331 |
| 0047 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 0.686 |
| 0048 | 716-01-00100 | Mulch (Vegetative) | TON | 7.4 |
| 0049 | 717-01-00100 | Seeding | LB | 296 |
| 0050 | 718-01-00100 | Fertilizer | LB | 3,700 |
| 0051 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 4,066 |
| 0052 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 114 |
| 0053 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0054 | 726-01-00100 | Bedding Material | CUYD | 45.9 |
| 0055 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0056 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
| 0057 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 45 |
| 0058 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 14 |
| 0059 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.686 |
| 0060 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.331 |
| 0061 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0062 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0063 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0064 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,500 |
| 0065 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 1,863 |
| 0066 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0067 | 804-18-00100 | Vibration Monitoring | DAY | 14 |
| 0068 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 302.32 |
| 0069 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 116.83 |
| 0070 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 2,667 |
| 0071 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 2,667 |
| 0072 | 806-01-00100 | Deformed Reinforcing Steel | LB | 81,587 |
| 0073 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 400 |
| 0074 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 4,800 |
| 0075 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 248 |
| 0076 | 815-03-00300 | Joint Seal (Poured) | LNFT | 393 |
| 0077 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 360 |
| 0078 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 600 |
| 0079 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 1,049 |