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 | 46 |
| 0004 | 202-02-03030 | Removal of Pavement Structure | SQYD | 14,571.1 |
| 0005 | 202-02-04501 | Removal of Bridge (STA a 422+91.75; 24' (CLR.) X 77' TTTRES) | LUMP | 1 |
| 0006 | 202-02-04501 | Removal of Bridge (STA 111+41.79; 28' (CLR.) X 38' COPCSS) | LUMP | 1 |
| 0007 | 202-02-04501 | Removal of Bridge (STA 409+06.28; 24' (CLR.) X 134' TTTRES) | LUMP | 1 |
| 0008 | 202-02-04501 | Removal of Bridge (STA 705+53.69; 24' (CLR.) x 19' TTTRES) | LUMP | 1 |
| 0009 | 202-02-04501 | Removal of Bridge (STA 906+74.00; 28' (CLR.) x 57' COPCSS) | LUMP | 1 |
| 0010 | 202-02-04501 | Removal of Bridge (STA a 416+69.00; 24' (CLR.) X 152' TTTRES) | LUMP | 1 |
| 0011 | 202-02-04501 | Removal of Bridge (STA a 805+97.76; 24' (CLR.) x 19' TTTRES) | LUMP | 1 |
| 0012 | 202-02-04501 | Removal of Bridge (STA. 206+21.23; 28' X 57' COPCSS). | LUMP | 1 |
| 0013 | 202-02-04501 | Removal of Bridge (STA. 305+58.03; 28' (CLR.) X 38' COPCSS) | LUMP | 1 |
| 0014 | 202-02-06102 | Removal of Incidental Concrete Paving | SQYD | 798 |
| 0015 | 202-02-12000 | Removal of Fence | LNFT | 1,264 |
| 0016 | 202-02-14500 | Removal of Guard Rail | LNFT | 4,114.9 |
| 0017 | 203-02-00100 | Drainage Excavation | CUYD | 8,565 |
| 0018 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0019 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 17 |
| 0020 | 204-06-00100 | Temporary Silt Fencing | LNFT | 10,528 |
| 0021 | 302-02-12020 | Class II Base Course (12" Thick) (Crushed Stone) | SQYD | 14,939.7 |
| 0022 | 302-03-00100 | Base Drain Outlet | EACH | 36 |
| 0023 | 304-01-00100 | Lime | TON | 106.18 |
| 0024 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 7,472 |
| 0025 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 32 |
| 0026 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 62 |
| 0027 | 502-01-00100 | Asphalt Concrete | TON | 3,318.9 |
| 0028 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 661.9 |
| 0029 | 510-01-00001 | Pavement Patching 14.5" Minimum Thickness | SQYD | 574 |
| 0030 | 511-01-00100 | Saw Cutting Asphalt Concrete Pavement | INLF | 1,397 |
| 0031 | 511-03-00100 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 1,344 |
| 0032 | 511-04-00100 | Sawcuts in Asphalt Concrete Lifts | LNFT | 1,792 |
| 0033 | 701-01-02006 | Cross Drain Pipe (24" RCP/RPVCP/CMP) | LNFT | 58 |
| 0034 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | LNFT | 62 |
| 0035 | 701-03-02042 | Storm Drain Pipe (Outfall) (24" RPVCP or 30" CMP) (24" RPVCP/CPEPDW OR 30" CMP) | LNFT | 8 |
| 0036 | 701-05-01106 | Side Drain Pipe (36" RCP/RPVCP) | LNFT | 102 |
| 0037 | 701-05-02065 | Side Drain Pipe (Erosion) (24" RPVCP) | LNFT | 150 |
| 0038 | 701-05-02106 | Side Drain Pipe (Erosion) (36" RPVCP) | LNFT | 94 |
| 0039 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | LNFT | 334 |
| 0040 | 701-06-00040 | Side Drain Pipe Arch (24" Equiv. RCPA) | LNFT | 98 |
| 0041 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | LNFT | 118 |
| 0042 | 701-06-02020 | Side Drain Pipe Arch (Erosion) (18" CMPA) | LNFT | 260 |
| 0043 | 701-06-02040 | Side Drain Pipe Arch (Erosion) (24" CMPA) | LNFT | 214 |
| 0044 | 702-03-00100 | Catch Basins (CB-01) | EACH | 6 |
| 0045 | 702-07-00100 | Cross Drain Safety End (Type 1) | EACH | 1 |
| 0046 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 2 |
| 0047 | 702-08-00200 | Side Drain Safety End (Type 2) | EACH | 2 |
| 0048 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 3,088 |
| 0049 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 700 |
| 0050 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | EACH | 12 |
| 0051 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 12 |
| 0052 | 705-01-00100 | Barbed Wire Fence | LNFT | 820 |
| 0053 | 708-01-00100 | Right-of-Way Monument | EACH | 86 |
| 0054 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 86 |
| 0055 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 7,293 |
| 0056 | 711-04-00100 | Geotextile Fabric | SQYD | 7,643 |
| 0057 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0058 | 716-01-00100 | Mulch (Vegetative) | TON | 0.3 |
| 0059 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 781 |
| 0060 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 409 |
| 0061 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | SQYD | 532 |
| 0062 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | SQYD | 66 |
| 0063 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | SQYD | 17 |
| 0064 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 9 |
| 0065 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 1.683 |
| 0066 | 726-01-00100 | Bedding Material | CUYD | 1,031.9 |
| 0067 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0068 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 32 |
| 0069 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 215 |
| 0070 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 3.636 |
| 0071 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.467 |
| 0072 | 735-01-00100 | Mailboxes | EACH | 4 |
| 0073 | 735-02-00100 | Mailbox Supports (Single) | EACH | 4 |
| 0074 | 739-01-00100 | Hydro-Seeding | ACRE | 7.94 |
| 0075 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0076 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 8,640 |
| 0077 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 1,277.91 |
| 0078 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 391.89 |
| 0079 | 805-15-01400 | Reinforced Concrete Box Culverts (Precast) (8' x 6') | LNFT | 334 |
| 0080 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (2-8' x 6' 90* RCB, 12.3 CUYD, 668 LBS | EACH | 2 |
| 0081 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 2-8' x 6' 45* RCB, 14.0 CUYD, 969 LBS | EACH | 2 |
| 0082 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 11,022 |
| 0083 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 11,022 |
| 0084 | 806-01-00100 | Deformed Reinforcing Steel | LB | 315,863 |
| 0085 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,600 |
| 0086 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 8,960 |
| 0087 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 1,040 |
| 0088 | 815-03-00300 | Joint Seal (Poured) | LNFT | 1,564 |