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 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 2,452.2 |
0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 2,452.2 |
0005 | 202-02-04501 | Removal of Bridge Existing Structure Recall No. 008390 | LUMP | 1 |
0006 | 202-02-14500 | Removal of Guard Rail | LNFT | 875 |
0007 | 202-03-00010 | Relocation of Water Level Gauge | EACH | 1 |
0008 | 203-02-00100 | Drainage Excavation | CUYD | 800 |
0009 | 203-04-00300 | Nonplastic Embankment (Stone) | CUYD | 4 |
0010 | 203-05-00100 | Excavation and Embankment | LUMP | 1 |
0011 | 203-08-00100 | Geotextile Fabric | SQYD | 24 |
0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 8 |
0013 | 204-06-00100 | Temporary Silt Fencing | LNFT | 1,624 |
0014 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | SQYD | 2,627.7 |
0015 | 304-01-00100 | Lime | TON | 34.36 |
0016 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 2,424 |
0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 59 |
0018 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 50 |
0019 | 502-01-00100 | Asphalt Concrete | TON | 564.2 |
0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 117 |
0021 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | SQYD | 76 |
0022 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | LNFT | 64 |
0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 128 |
0024 | 701-06-01120 | Side Drain Pipe Arch (48" Equiv. RCPA/CMPA) | LNFT | 88 |
0025 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | LNFT | 8 |
0026 | 701-15-00100 | Concrete Collar | EACH | 2 |
0027 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 46 |
0028 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 4 |
0029 | 704-03-00100 | Blocked Out Guard rail | LNFT | 68.75 |
0030 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
0031 | 704-10-00100 | Guard Rail End Treatment (Flared) | EACH | 4 |
0032 | 708-01-00100 | Right-of-Way Monument | EACH | 13 |
0033 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 13 |
0034 | 711-01-04000 | Riprap (55 lb, 18" Thick) | SQYD | 850 |
0035 | 711-04-00100 | Geotextile Fabric | SQYD | 850 |
0036 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0037 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 0.05 |
0038 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 0.75 |
0039 | 716-01-00100 | Mulch (Vegetative) | TON | 2.4 |
0040 | 717-01-00100 | Seeding | LB | 36 |
0041 | 718-01-00100 | Fertilizer | LB | 1,210 |
0042 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 757 |
0043 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
0044 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.205 |
0045 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.411 |
0046 | 726-01-00100 | Bedding Material | CUYD | 7.4 |
0047 | 727-01-00100 | Mobilization | LUMP | 1 |
0048 | 729-01-00100 | Sign (Type A) | SQFT | 8.6 |
0049 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 52 |
0050 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
0051 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | EACH | 1 |
0052 | 731-01-00100 | Nonreflectorized Raised Pavement Markers (Bridge and Appr. Slab Rumble Strips) | EACH | 927 |
0053 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 47 |
0054 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.75 |
0055 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.05 |
0056 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | MILE | 0.007 |
0057 | 735-01-00100 | Mailboxes | EACH | 3 |
0058 | 735-02-00100 | Mailbox Supports (Single) | EACH | 1 |
0059 | 735-03-00100 | Mailbox Supports (Double) | EACH | 1 |
0060 | 740-01-00100 | Construction Layout | LUMP | 1 |
0061 | 804-01-00600 | Precast Concrete Piles (24") | LNFT | 3,088 |
0062 | 804-17-00100 | Construction Site Survey | LUMP | 1 |
0063 | 804-18-00100 | Vibration Monitoring | DAY | 15 |
0064 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 237.37 |
0065 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 82.74 |
0066 | 805-08-00100 | Precast-Prestressed Concrete Girders (Type Quad Beam) | LNFT | 1,659 |
0067 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 3,345 |
0068 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 10,269 |
0069 | 806-01-00100 | Deformed Reinforcing Steel | LB | 83,827 |
0070 | 806-02-00200 | Deformed Reinforcing Steel (Corrosion Resistant) (Galvanized) | LB | 646 |
0071 | 807-02-00100 | Structural Metalwork (Anchor Bolts) (End Bents) | LUMP | 1 |
0072 | 807-04-00100 | Structural Metalwork (Edge Beam Threaded Rod and Coil Inserts) | LUMP | 1 |
0073 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 560 |
0074 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,240 |
0075 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 12 |
0076 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 123.75 |
0077 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 84 |
0078 | 816-02-00200 | Bridge End Drain System (Closed Drain) | EACH | 4 |
0079 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 168 |
0080 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 284 |
0081 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 989 |
0082 | NS-801-00100 | Time Lapse Video Recording of Construction Progress | EACH | 2 |
0083 | NS-830-01800 | Methyl Methacrylate Concrete Sealer | SQFT | 10,080 |