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 | 202-02-00030 | Removal of BURIED WATER MAIN | LNFT | 782 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 2,565.7 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS 10" SOIL CEMENT, SAND/CLAY/GRAVEL | SQYD | 2,565.7 |
0006 | 202-02-04501 | Removal of Bridge SLAB SPAN BRIDGE WITH TIMBER PILE | LUMP | 1 |
0007 | 202-02-12020 | Removal of Fence (Chain Link) | LNFT | 346 |
0008 | 202-02-14500 | Removal of Guard Rail | LNFT | 1,551.9 |
0009 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
0010 | 204-02-00100 | Temporary Hay Bales | EACH | 45 |
0011 | 204-06-00100 | Temporary Silt Fencing | LNFT | 2,438 |
0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | CUYD | 7 |
0013 | 302-02-08020 | Class II Base Course (8" Thick) (Crushed Stone) | SQYD | 4,209.5 |
0014 | 302-02-12010 | Class II Base Course (12" Thick) (Soil Cement) | SQYD | 2,720.6 |
0015 | 304-01-00100 | Lime | TON | 1.42 |
0016 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 100 |
0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 4.2 |
0018 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 100 |
0019 | 502-01-00100 | Asphalt Concrete | TON | 1,124.8 |
0020 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | LNFT | 116 |
0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 100 |
0022 | 702-03-00100 | Catch Basins (CB-01) | EACH | 1 |
0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
0024 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
0025 | 705-05-00100 | Double Swinging Driveway Gates | DBGT | 1 |
0026 | 705-06-00300 | Chain Link Fence (6-Foot Height) | LNFT | 346 |
0027 | 711-01-03000 | Riprap (30 lb, 14" Thick) | SQYD | 2,085 |
0028 | 711-04-00100 | Geotextile Fabric | SQYD | 2,085 |
0029 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0030 | 714-01-00100 | Slab Sodding (Bermuda Grass) | SQYD | 2,022 |
0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | SQYD | 470 |
0032 | 726-01-00100 | Bedding Material | CUYD | 10.5 |
0033 | 727-01-00100 | Mobilization | LUMP | 1 |
0034 | 735-01-00100 | Mailboxes | EACH | 1 |
0035 | 735-02-00100 | Mailbox Supports (Single) | EACH | 1 |
0036 | 740-01-00100 | Construction Layout | LUMP | 1 |
0037 | 802-01-00202 | Structural Excavation (Type) FOOTINGS | CUYD | 4,000 |
0038 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 3,344 |
0039 | 804-10-00600 | Precast Concrete Indicator Piles (24") | EACH | 1 |
0040 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
0041 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
0042 | 804-18-00100 | Vibration Monitoring | DAY | 20 |
0043 | 805-01-00500 | Class A1 Concrete (Footing) | CUYD | 417.76 |
0044 | 805-01-00600 | Class A1 Concrete (Retaining Wall) | CUYD | 452.04 |
0045 | 805-12-00900 | Bridge Superstructure and Substructure 40' CLEAR ROADWAY, 90 DEG. CROSSING | SQFT | 9,350 |
0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 11,942 |
0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 11,942 |
0048 | 806-01-00100 | Deformed Reinforcing Steel | LB | 143,275 |
0049 | 810-01-00200 | Concrete Bridge Railing (Slotted) ON RETAINING WALLS | LNFT | 1,560 |
0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
0051 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 173 |