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 | 202-02-00010 | Removal of Bridge ( Sta 200+00, 24' x 94.8' Concrete Slab Bridge with Timber Piles) | EACH | 1 |
| 0004 | 202-02-00010 | Removal of Bridge (Sta. 300+00, 23' x 56.9' Concrete Slab Bridge with Timber Piles) | EACH | 1 |
| 0005 | 202-02-00010 | Removal of Bridges (Station 100+00, 20.1' x 170.9' Concrete Slab Span Bridge with Timber Piles) | EACH | 1 |
| 0006 | 202-02-06000 | Removal of Concrete Approach Slabs | SQYD | 40 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 8 |
| 0008 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
| 0009 | 204-02-00100 | Temporary Hay Bales | EACH | 35 |
| 0010 | 204-03-00100 | Temporary Slope Drains | LNFT | 150 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 6 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | LNFT | 2,520 |
| 0013 | 302-01-00300 | Class II Base Course (Crushed Stone) | CUYD | 338.5 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 125 |
| 0015 | 502-01-00100 | Asphalt Concrete | TON | 278.7 |
| 0016 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) (USE RCP/PP ONLY) | LNFT | 40 |
| 0017 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) (USE PP ONLY) | LNFT | 334 |
| 0018 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) (USE PP ONLY) | LNFT | 280 |
| 0019 | 702-03-00100 | Catch Basins (CB-01) | EACH | 1 |
| 0020 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | LNFT | 100 |
| 0021 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
| 0023 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 1,578.7 |
| 0024 | 711-04-00100 | Geotextile Fabric | SQYD | 1,578.7 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | TON | 1.6 |
| 0027 | 717-01-00100 | Seeding | LB | 35 |
| 0028 | 718-01-00100 | Fertilizer | LB | 769 |
| 0029 | 726-01-00100 | Bedding Material | CUYD | 1.6 |
| 0030 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 12 |
| 0032 | 735-01-00100 | Mailboxes | EACH | 2 |
| 0033 | 735-02-00100 | Mailbox Supports (Single) | EACH | 2 |
| 0034 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0035 | 804-01-00300 | Precast Concrete Piles (16") | LNFT | 3,124 |
| 0036 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 1,536 |
| 0037 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
| 0038 | 804-18-00100 | Vibration Monitoring | DAY | 28 |
| 0039 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 170.2 |
| 0040 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 74.13 |
| 0041 | 805-08-00100 | Precast-Prestressed Concrete Girders (Type Quad Beam) | LNFT | 1,185 |
| 0042 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) (Cast In Place) | SQFT | 2,800 |
| 0043 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) (Cast In Place)(Flared Slab Span) | SQFT | 678 |
| 0044 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) (Precast Span, Cast-In-Place Bents) | SQFT | 2,800 |
| 0045 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 7,862.31 |
| 0046 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 7,862.31 |
| 0047 | 806-01-00100 | Deformed Reinforcing Steel | LB | 60,247 |
| 0048 | 807-04-00100 | Structural Metalwork (Anchor Bolts & Threaded Rods) | LUMP | 1 |
| 0049 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 160 |
| 0050 | 810-01-00200 | Concrete Bridge Railing (Slotted) | LNFT | 240 |
| 0051 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' Clear Roadway, 60 Degree Crossing, without Asphalt)(20' Long) | SQFT | 1,157.64 |
| 0052 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' Clear Roadway, 90 Degree Crossing without Asphalt, Tapered Barrier, 10' Long) | SQFT | 304.36 |
| 0053 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' Clear Roadway, 90 Degree Crossing, Flared with Tapered Barrier, without Asphalt, 10' Long) | SQFT | 542.44 |
| 0054 | 813-03-00100 | Concrete Approach Slabs (Precast) (28' Clear Roadway, 90 Degree Crossing, without Asphalt, 10' Long) | SQFT | 578.79 |
| 0055 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 15 |
| 0056 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 61.9 |
| 0057 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 198 |
| 0058 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 462 |
| 0059 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 8 |