Line Number | Item | Description | Unit | Quantity |
0001 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
0002 | 202-02-03030 | Removal of Pavement Structure | SQYD | 482.2 |
0003 | 202-02-04501 | Removal of Bridge (Structure No. 023601480200001 - Slab Span Bridge) | LUMP | 1 |
0004 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | LNFT | 1,773.3 |
0005 | 202-02-06102 | Removal of Incidental Concrete Paving | SQYD | 640 |
0006 | 202-02-14500 | Removal of Guard Rail | LNFT | 250 |
0007 | 202-02-38240 | Removal of Signs and Supports | EACH | 7 |
0008 | 203-01-00100 | General Excavation | CUYD | 183 |
0009 | 203-03-00100 | Embankment | CUYD | 145 |
0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 65 |
0011 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,524 |
0012 | 302-02-10070 | Class II Base Course (10" Thick) (Asphalt Concrete Base) | SQYD | 293.8 |
0013 | 502-01-00100 | Asphalt Concrete | TON | 473 |
0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 65.6 |
0015 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 2,710 |
0016 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -151 |
0017 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | SQYD | 227.44 |
0018 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 112.5 |
0019 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 50 |
0020 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | EACH | 2 |
0021 | 705-06-00300 | Chain Link Fence (6-Foot Height) | LNFT | 640 |
0022 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | SQYD | 640 |
0023 | 707-01-00100 | Concrete Curb | LNFT | 1,373.3 |
0024 | 707-03-00100 | Combination Concrete Curb and Gutter | LNFT | 400 |
0025 | 711-02-00400 | Riprap (55 lb) | CUYD | 224 |
0026 | 711-04-00100 | Geotextile Fabric | SQYD | 650 |
0027 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0028 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | MILE | 4.627 |
0029 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | 166 |
0030 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 166 |
0031 | 713-11-00100 | Portable Changeable Message Signs | EACH | 2 |
0032 | 717-01-00100 | Seeding | LB | 30 |
0033 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.4 |
0034 | 727-01-00100 | Mobilization | LUMP | 1 |
0035 | 729-01-00100 | Sign (Type A) (No Fishing on Bridge) | SQFT | 20 |
0036 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
0037 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 4 |
0038 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 686 |
0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 184 |
0040 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | LNFT | 60 |
0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 2.337 |
0042 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | MILE | 0.077 |
0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.789 |
0044 | 732-03-02030 | Plastic Pavement Striping (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | MILE | 0.058 |
0045 | 732-03-02102 | Plastic Pav't Striping (Broken) (4" W) (Preformed Tape Retroreflectivity I or Thermo 90 mil)(Black and White Contrast) | MILE | 0.152 |
0046 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | EACH | 4 |
0047 | 732-05-00100 | Removal of Existing Markings | MILE | 0.58 |
0048 | 740-01-00100 | Construction Layout | LUMP | 1 |
0049 | 802-03-00100 | Temporary Sheeting (Steel) | SQFT | 3,600 |
0050 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 13,432 |
0051 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 1 |
0052 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 17 |
0053 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 1,421.12 |
0054 | 805-02-00300 | Class A2 Concrete (Bent Cap) | CUYD | 48.44 |
0055 | 805-11-00100 | Precast Concrete Members (Abutment) | EACH | 4 |
0056 | 805-11-00100 | Precast Concrete Members (Intermediate Bent) | EACH | 30 |
0057 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 1,524 |
0058 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 1,524 |
0059 | 806-02-00100 | Deformed Reinforcing Steel (Corrosion Resistant) (Stainless Steel) | LB | 430,701 |
0060 | 810-03-00100 | Concrete and Metal Bridge Railing | LNFT | 640 |
0061 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 7,120 |
0062 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 1,068.8 |
0063 | 815-03-00300 | Joint Seal (Poured) | LNFT | 1,513 |
0064 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 2,684.63 |
0065 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 336.5 |
0066 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 2 |
0067 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 2 |