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 | 1,575.4 |
| 0004 | 202-02-04501 | Removal of Bridge Str. No. 07270030707831, 100.0'X42.5', Concrete Slab Bridge) | LUMP | 1 |
| 0005 | 202-02-06020 | Removal of Concrete Box Culverts (Existing 6' x 4' x 60' RCB with 42" plastic pipe inside at Sta. 110+10) | EACH | 1 |
| 0006 | 202-02-06040 | Removal of Concrete Box Headwall (Existing box headwall at Sta. 112+53) | EACH | 2 |
| 0007 | 202-02-12000 | Removal of Fence | LNFT | 40 |
| 0008 | 202-02-14500 | Removal of Guard Rail | LNFT | 503 |
| 0009 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 387.1 |
| 0010 | 203-01-00100 | General Excavation | CUYD | 788 |
| 0011 | 203-02-00100 | Drainage Excavation | CUYD | 351 |
| 0012 | 203-03-00100 | Embankment | CUYD | 534 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 3 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,149 |
| 0015 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 12.1 |
| 0016 | 502-01-00100 | Asphalt Concrete | TON | 1,149.5 |
| 0017 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 96.6 |
| 0018 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 1,092 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -61 |
| 0020 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | SQYD | 102 |
| 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 66 |
| 0022 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 300 |
| 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0024 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
| 0025 | 705-01-00100 | Barbed Wire Fence | LNFT | 40 |
| 0026 | 708-01-00100 | Right-of-Way Monument | EACH | 8 |
| 0027 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 8 |
| 0028 | 710-01-00100 | Flowable Fill | CUYD | 95 |
| 0029 | 712-04-00100 | Flexible Revetment | SQYD | 542 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0031 | 716-01-00100 | Mulch (Vegetative) | TON | 1.6 |
| 0032 | 717-01-00100 | Seeding | LB | 30 |
| 0033 | 718-01-00100 | Fertilizer | LB | 1,000 |
| 0034 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 44 |
| 0035 | 722-01-00100 | Project Site Laboratory | EACH | 1 |
| 0036 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.089 |
| 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.178 |
| 0038 | 726-01-00100 | Bedding Material | CUYD | 59.5 |
| 0039 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0041 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 6 |
| 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 14 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.246 |
| 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.123 |
| 0045 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0046 | 804-10-00400 | Precast Concrete Indicator Piles (18") | EACH | 1 |
| 0047 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0048 | 805-15-02700 | Reinforced Concrete Box Culverts (Precast) 8' W X 3' H | LNFT | 66 |
| 0049 | 805-16-00300 | Reinforced Concrete Box Culverts (Extension) (6' x 4') | LNFT | 34 |
| 0050 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall REQUIRED HEADWALL AT RCB EXTENSION LT. & RT., STA. 112+53
QUANTITY OF STEEL = 904 LB, QUANTITY OF CONCRETE = 12.5 CU.YD. | EACH | 2 |
| 0051 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 1,382.68 |
| 0052 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 1,382.68 |
| 0053 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 200 |
| 0054 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0055 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 150 |
| 0056 | 815-03-00300 | Joint Seal (Poured) | LNFT | 240 |
| 0057 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 240 |
| 0058 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 240 |
| 0059 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 97 |
| 0060 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 18,840 |
| 0061 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,950 |
| 0062 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 198.2 |
| 0063 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 57.58 |
| 0064 | 806-01-00100 | Deformed Reinforcing Steel | LB | 47,000 |
| 0065 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 2,350 |
| 0066 | 805-10-00100 | Precast Concrete Members (Span and Bent Cap) | SQFT | 4,250 |