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 | 202-02-03030 | Removal of Pavement Structure | SQYD | 2,903 |
| 0004 | 202-02-04501 | Removal of Bridge (Str. No. 611908191503481, 97' x 24' Conc. Slab Span Bridge) | LUMP | 1 |
| 0005 | 202-02-04501 | Removal of Bridge (Str. No. 611908191506451, 135' x 25' Conc. Slab Span Bridge) | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge (Str. No. 611908191507381, 59' x 24' Conc. Slab Span Bridge) | LUMP | 1 |
| 0007 | 202-02-04501 | Removal of Bridge (Str. No. 619058191505321, 39' x 24' Conc. Slab Span Bridge) | LUMP | 1 |
| 0008 | 202-02-12000 | Removal of Fence | LNFT | 742 |
| 0009 | 202-02-14500 | Removal of Guard Rail | LNFT | 2,475 |
| 0010 | 202-02-32120 | Removal of Pipe (Side Drain) (27" CMP) | LNFT | 30 |
| 0011 | 202-02-32120 | Removal of Pipe (Side Drain) (36" CMP) | LNFT | 40 |
| 0012 | 203-02-00100 | Drainage Excavation | CUYD | 1,096 |
| 0013 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 5 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | LNFT | 5,060 |
| 0016 | 302-02-10070 | Class II Base Course (10" Thick) (Asphalt Concrete Base) | SQYD | 3,590.3 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 12.8 |
| 0018 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 19.1 |
| 0019 | 502-01-00100 | Asphalt Concrete | TON | 1,189.9 |
| 0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 275.9 |
| 0021 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 3,032 |
| 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -168 |
| 0023 | 510-01-00001 | Pavement Patching (9" minimum thickness) | SQYD | 144 |
| 0024 | 510-02-00100 | Pavement Widening (6" thick) | SQYD | 866.6 |
| 0025 | 701-05-01085 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | LNFT | 30 |
| 0026 | 701-05-01104 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | LNFT | 40 |
| 0027 | 701-05-02104 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | LNFT | 134 |
| 0028 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 134 |
| 0029 | 702-08-00200 | Side Drain Safety End (Type 2) | EACH | 2 |
| 0030 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 1,181.3 |
| 0031 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 300 |
| 0032 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 15 |
| 0033 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 1 |
| 0034 | 705-01-00100 | Barbed Wire Fence | LNFT | 742 |
| 0035 | 708-01-00100 | Right-of-Way Monument | EACH | 5 |
| 0036 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 5 |
| 0037 | 711-03-00400 | Riprap (55 lb) | TON | 253.2 |
| 0038 | 711-03-00500 | Riprap (130 lb) | TON | 5,673.7 |
| 0039 | 711-04-00100 | Geotextile Fabric | SQYD | 4,309 |
| 0040 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0041 | 713-11-00100 | Portable Changeable Message Signs | EACH | 2 |
| 0042 | 717-01-00100 | Seeding | LB | 136 |
| 0043 | 718-01-00100 | Fertilizer | LB | 4,520 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 5,431 |
| 0045 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 59 |
| 0046 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0047 | 726-01-00100 | Bedding Material | CUYD | 93.2 |
| 0048 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0049 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 16 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 78 |
| 0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.161 |
| 0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.356 |
| 0053 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0054 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0055 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0056 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 6,392 |
| 0057 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 458.56 |
| 0058 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 114.2 |
| 0059 | 805-15-02000 | Reinforced Concrete Box Culverts (Precast) (10' x 7') | LNFT | 180 |
| 0060 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (39.61 CUYD. Concrete, 2,942.08 LBS. Rebar) | EACH | 2 |
| 0061 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 4,355 |
| 0062 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 4,355 |
| 0063 | 806-01-00100 | Deformed Reinforcing Steel | LB | 119,929 |
| 0064 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 720 |
| 0065 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 1,680 |
| 0066 | 815-03-00300 | Joint Seal (Poured) | LNFT | 597 |
| 0067 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 2,112 |