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 | 7,326 |
| 0004 | 202-02-04501 | Removal of Bridge (Str. No. 04080010310271, 160.0' x 24.0' Concrete Deck Girder Bridge) | LUMP | 1 |
| 0005 | 202-02-04501 | Removal of Bridge (Str. No. 04080010310272, 201.0' x 28.0' Concrete Slab Span Bridge) | LUMP | 1 |
| 0006 | 202-02-06040 | Removal of Concrete Box Headwall .8" width | EACH | 4 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 1,131.2 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 7,188.9 |
| 0009 | 202-02-38240 | Removal of Signs and Supports | EACH | 11 |
| 0010 | 203-01-00100 | General Excavation | CUYD | 2,163 |
| 0011 | 203-02-00100 | Drainage Excavation | CUYD | 200 |
| 0012 | 203-03-00100 | Embankment | CUYD | 4,390 |
| 0013 | 203-04-00100 | Nonplastic Embankment | CUYD | 17 |
| 0014 | 203-08-00100 | Geotextile Fabric | SQYD | 76 |
| 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 42 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | LNFT | 4,296 |
| 0017 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | SQYD | 6,933.7 |
| 0018 | 304-01-00100 | Lime | TON | 98.3 |
| 0019 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | SQYD | 6,933 |
| 0020 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | SQYD | 6,933 |
| 0021 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 9.2 |
| 0022 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 50 |
| 0023 | 502-01-00100 | Asphalt Concrete | TON | 3,008.2 |
| 0024 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 287.2 |
| 0025 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 7,556 |
| 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -420 |
| 0027 | 510-04-00100 | Pavement Patching | TON | 141.68 |
| 0028 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | LNFT | 140 |
| 0029 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 41 |
| 0030 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | LNFT | 36 |
| 0031 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 8 |
| 0032 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 587.6 |
| 0033 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0034 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 2 |
| 0035 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 2 |
| 0036 | 711-04-00100 | Geotextile Fabric | SQYD | 1,818 |
| 0037 | 712-04-00100 | Flexible Revetment | SQYD | 1,818 |
| 0038 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0039 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 1.032 |
| 0040 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 3.77 |
| 0041 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 138 |
| 0042 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | EACH | 150 |
| 0043 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 150 |
| 0044 | 716-01-00100 | Mulch (Vegetative) | TON | 8 |
| 0045 | 717-01-00100 | Seeding | LB | 162 |
| 0046 | 718-01-00100 | Fertilizer | LB | 4,053 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0048 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 1.237 |
| 0049 | 725-01-00100 | Temporary Detour Roads | SQYD | 2,850.8 |
| 0050 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0051 | 729-01-00100 | Sign (Type A) | SQFT | 47 |
| 0052 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 5 |
| 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
| 0054 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 6 |
| 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 109 |
| 0056 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.648 |
| 0057 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.824 |
| 0058 | 732-05-00100 | Removal of Existing Markings | MILE | 0.338 |
| 0059 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0060 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0061 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 714.4 |
| 0062 | 805-01-00900 | Class A1 Concrete (Headwall) | CUYD | 5.74 |
| 0063 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 4,791 |
| 0064 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 4,791 |
| 0065 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 480 |
| 0066 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 320 |
| 0067 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 5,760 |
| 0068 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 540 |
| 0069 | 815-03-00300 | Joint Seal (Poured) | LNFT | 792 |
| 0070 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 4 |
| 0071 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 216 |
| 0072 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 360 |
| 0073 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 2,127 |
| 0074 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 4 |
| 0075 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 2 |
| 0076 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 4,324 |
| 0077 | 804-05-00400 | Precast Concrete Test Piles (18") | EACH | 1 |
| 0078 | 804-09-00400 | Static Load Test (Precast Concrete Piles (18")) | EACH | 1 |
| 0079 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 187.88 |
| 0080 | 806-01-00100 | Deformed Reinforcing Steel | LB | 164,934 |
| 0081 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 3,290 |
| 0082 | 804-05-00600 | Precast Concrete Test Piles (24") | EACH | 1 |
| 0083 | 804-09-00600 | Static Load Test (Precast Concrete Piles (24")) | EACH | 1 |
| 0084 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 246.48 |
| 0085 | 806-01-00100 | Deformed Reinforcing Steel | LB | 173,176 |