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 | 111 |
| 0004 | 202-02-04501 | Removal of Bridge STR. NO. 61630190400001, STEEL GIRDER BRIDGE | LUMP | 1 |
| 0005 | 202-02-04510 | Removal of Bridge Deck (Hydro Demolition) Details A | SFIN | 480 |
| 0006 | 202-02-04570 | Removal of Bridge Pile 24" PPC PILES | EACH | 7 |
| 0007 | 202-02-14500 | Removal of Guard Rail | LNFT | 908.4 |
| 0008 | 203-02-00100 | Drainage Excavation | CUYD | 8,533 |
| 0009 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | LNFT | 7,126 |
| 0011 | 502-01-00100 | Asphalt Concrete | TON | 1,254.2 |
| 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 371.8 |
| 0013 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 3,429 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -142 |
| 0015 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | SQYD | 102 |
| 0016 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | LNFT | 916.6 |
| 0017 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0018 | 704-10-00305 | Guard Rail End Treatment, MASH, (TL-3 Bi-Directional) | EACH | 2 |
| 0019 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 2 |
| 0020 | 711-03-00400 | Riprap (55 lb) | TON | 600 |
| 0021 | 711-03-00700 | Riprap (440 lb) | TON | 12,698 |
| 0022 | 711-04-00100 | Geotextile Fabric | SQYD | 8,807 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 3.525 |
| 0025 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | 175 |
| 0026 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 20 |
| 0027 | 713-11-00100 | Portable Changeable Message Signs | EACH | 4 |
| 0028 | 717-01-00100 | Seeding | LB | 60 |
| 0029 | 718-01-00100 | Fertilizer | LB | 2,000 |
| 0030 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0031 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.574 |
| 0032 | 725-01-00100 | Temporary Detour Roads | SQYD | 2,825.3 |
| 0033 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0034 | 729-01-00102 | Sign (Type A)(Furnish and Install) | SQFT | 32.3 |
| 0035 | 729-02-00102 | Sign (Type B)(Furnish and Install) | SQFT | 28.8 |
| 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 3 |
| 0037 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | EACH | 7 |
| 0038 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 2 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 379 |
| 0040 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | LNFT | 75 |
| 0041 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | LNFT | 19 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 2.572 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.286 |
| 0044 | 732-05-00100 | Removal of Existing Markings | MILE | 1.286 |
| 0045 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0046 | 804-01-00200 | Precast Concrete Piles (14") | LNFT | 128 |
| 0047 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 1,980 |
| 0048 | 804-01-00800 | Precast Concrete Piles (36") | LNFT | 5,445 |
| 0049 | 804-03-02000 | Steel Piles (36" Pipe) | LNFT | 1,000 |
| 0050 | 804-05-00800 | Precast Concrete Test Piles (36") | EACH | 1 |
| 0051 | 804-09-00800 | Static Load Test (Precast Concrete Piles (36")) | EACH | 1 |
| 0052 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 11 |
| 0053 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0054 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 1,227.78 |
| 0055 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 515.03 |
| 0056 | 805-08-01300 | Precast-Prestressed Concrete Girders (Type LG-45) | LNFT | 4,478 |
| 0057 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 11,198 |
| 0058 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 11,198 |
| 0059 | 806-01-00100 | Deformed Reinforcing Steel | LB | 356,839 |
| 0060 | 807-01-00100 | Structural Metalwork (Grade 36) | LUMP | 1 |
| 0061 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
| 0062 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 1,376 |
| 0063 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 500 |
| 0064 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
| 0065 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 844 |
| 0066 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | LNFT | 160 |
| 0067 | 830-07-00100 | Structural Concrete Patching | SQFT | 64 |
| 0068 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 240 |
| 0069 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 80 |
| 0070 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 1 |
| 0071 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 1 |