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 Control / Monitoring Equipment and Cabinet | EACH | 1 |
0004 | 202-02-00020 | Removal of Concrete Strip | SQYD | 2,347 |
0005 | 202-02-00030 | Removal of Cable Barriers and Line Posts (Salvage to Reinstall) | LNFT | 14,555 |
0006 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 34,498.9 |
0007 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | SQYD | 32,712.4 |
0008 | 202-02-04501 | Removal of Bridge (Site One Eastbound Recall No. 002260) | LUMP | 1 |
0009 | 202-02-04501 | Removal of Bridge (Site One Westbound Recall No. 002270) | LUMP | 1 |
0010 | 202-02-04501 | Removal of Bridge (Site Two Eastbound Recall No. 002300) | LUMP | 1 |
0011 | 202-02-04501 | Removal of Bridge (Site Two Westbound Recall No. 002310) | LUMP | 1 |
0012 | 202-02-14500 | Removal of Guard Rail | LNFT | 3,520 |
0013 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | SQYD | 32,712.4 |
0014 | 202-02-38240 | Removal of Signs and Supports | EACH | 4 |
0015 | 203-01-00100 | General Excavation | CUYD | 15,032 |
0016 | 203-02-00100 | Drainage Excavation | CUYD | 7,650 |
0017 | 203-03-00100 | Embankment | CUYD | 4,987 |
0018 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 269 |
0019 | 203-08-00100 | Geotextile Fabric | SQYD | 490 |
0020 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 180 |
0021 | 204-06-00100 | Temporary Silt Fencing | LNFT | 17,840 |
0022 | 302-02-12000 | Class II Base Course (12" Thick) | SQYD | 33,464.8 |
0023 | 502-01-00100 | Asphalt Concrete | TON | 26,034 |
0024 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 259.6 |
0025 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | TON | 2,190.9 |
0026 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 24,969 |
0027 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -1,388 |
0028 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 613 |
0029 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 400 |
0030 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 200 |
0031 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
0032 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 4 |
0033 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | SQYD | 4 |
0034 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 4,630 |
0035 | 711-04-00100 | Geotextile Fabric | SQYD | 4,630 |
0036 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0037 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | MILE | 37.17 |
0038 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 19,624 |
0039 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) (Contractor to Provide Pins) | EACH | 1,757 |
0040 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 2,008 |
0041 | 713-11-00100 | Portable Changeable Message Signs | EACH | 4 |
0042 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
0043 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 5.379 |
0044 | 725-01-00100 | Temporary Detour Roads | SQYD | 20,773.2 |
0045 | 727-01-00100 | Mobilization | LUMP | 1 |
0046 | 729-01-00100 | Sign (Type A) | SQFT | 128 |
0047 | 729-08-00400 | Mounting (6" Size Post) | EACH | 8 |
0048 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
0049 | 729-17-00100 | Milepost Assembly (Ground Mounted) | EACH | 2 |
0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 1,888 |
0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 7.152 |
0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 7.152 |
0053 | 732-05-00100 | Removal of Existing Markings | MILE | 3.576 |
0054 | 739-01-00100 | Hydro-Seeding | ACRE | 1 |
0055 | 740-01-00100 | Construction Layout | LUMP | 1 |
0056 | 802-03-00100 | Temporary Sheeting (Steel) | SQFT | 92,160 |
0057 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 47,816 |
0058 | 804-10-00400 | Precast Concrete Indicator Piles (18") | EACH | 2 |
0059 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 34 |
0060 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 3,896.62 |
0061 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 994.56 |
0062 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 15,324 |
0063 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 15,324 |
0064 | 806-01-00100 | Deformed Reinforcing Steel | LB | 884,468 |
0065 | 806-02-00100 | Deformed Reinforcing Steel (Corrosion Resistant) (Stainless Steel) | LB | 200,626 |
0066 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 1,040 |
0067 | 810-01-00320 | Concrete Bridge Railing (Double Face) (36 inch Height) | LNFT | 1,120 |
0068 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 12,800 |
0069 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 3,094 |
0070 | 815-03-00300 | Joint Seal (Poured) (Longitudinal) | LNFT | 1,200 |
0071 | 815-03-00300 | Joint Seal (Poured) (Transverse) | LNFT | 4,368 |
0072 | 817-03-00100 | Cofferdams (Site One) | LUMP | 1 |
0073 | 817-03-00100 | Cofferdams (Site Two) | LUMP | 1 |
0074 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 1,904 |
0075 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 2,400 |
0076 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | INLF | 84,231 |
0077 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 10 |
0078 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 2 |
0079 | NS-704-00002 | Cable Barrier Gated End Terminal | EACH | 4 |
0080 | NS-704-00003 | Concrete Strip | SQYD | 2,365 |