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 Impact Attenuators | EACH | 6 |
0004 | 202-02-00010 | Removal of Temporary Precast Barriers | EACH | 152 |
0007 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 579 |
0008 | 202-02-03030 | Removal of Pavement Structure | SQYD | 8,162 |
0009 | 202-02-04501 | Removal of Bridge (28' x 240', Temporary Detour Bridge (Steel Truss)) | LUMP | 1 |
0010 | 202-02-04501 | Removal of Bridge (28.6' x 160', Concrete Deck Girder Bridge) | LUMP | 1 |
0011 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 93 |
0012 | 202-02-12020 | Removal of Fence (Chain Link) | LNFT | 720 |
0013 | 202-02-14500 | Removal of Guard Rail | LNFT | 502.7 |
0014 | 203-01-00100 | General Excavation | CUYD | 6,839 |
0015 | 203-03-00100 | Embankment | CUYD | 40,625 |
0016 | 203-08-00100 | Geotextile Fabric | SQYD | 87,085 |
0017 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 18 |
0018 | 204-06-00100 | Temporary Silt Fencing | LNFT | 3,294 |
0019 | 302-02-10000 | Class II Base Course (10" Thick) | SQYD | 7,231.9 |
0020 | 302-03-00100 | Base Drain Outlet | EACH | 2 |
0021 | 304-01-00100 | Lime | TON | 102.52 |
0022 | 304-05-00100 | Lime Treatment (Type E) | SQYD | 7,231 |
0023 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 348.2 |
0024 | 502-01-00100 | Asphalt Concrete | TON | 2,219.1 |
0025 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 253.6 |
0026 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 2,168 |
0027 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -120 |
0028 | 510-01-00001 | Pavement Patching 13.5" Minimum Thickness | SQYD | 102 |
0029 | 701-05-01049 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CPPPDW) | LNFT | 78 |
0030 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 10 |
0031 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 37.5 |
0032 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
0033 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 4 |
0034 | 705-06-00200 | Chain Link Fence (5-Foot Height) | LNFT | 720 |
0035 | 705-06-00440 | Chain Link Fence (7 Foot 4 Inch Height) | LNFT | 330 |
0036 | 706-02-00200 | Concrete Drive (6" Thick) | SQYD | 95 |
0037 | 708-01-00100 | Right-of-Way Monument | EACH | 13 |
0038 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 13 |
0039 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | SQYD | 1,028 |
0040 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 1.984 |
0042 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 131 |
0043 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 150 |
0044 | 716-01-00100 | Mulch (Vegetative) | TON | 9.4 |
0045 | 717-01-00100 | Seeding | LB | 187 |
0046 | 718-01-00100 | Fertilizer | LB | 4,682 |
0047 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,140 |
0048 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | SQYD | 594 |
0049 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
0050 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.425 |
0051 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.849 |
0052 | 725-01-00100 | Temporary Detour Roads | SQYD | 7,392.3 |
0053 | 727-01-00100 | Mobilization | LUMP | 1 |
0054 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 4 |
0055 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | EACH | 964 |
0056 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 131 |
0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.982 |
0058 | 732-05-00100 | Removal of Existing Markings | MILE | 0.128 |
0059 | 740-01-00100 | Construction Layout | LUMP | 1 |
0060 | 803-01-00200 | Drilled Shaft (24" Diameter) | LNFT | 72 |
0061 | 803-01-00800 | Drilled Shaft (60" Diameter) | LNFT | 930 |
0062 | 803-02-00800 | Test Shaft (60" Diameter) | LNFT | 85 |
0063 | 803-07-00800 | Bi-Directional Load Cell Test (60" Diameter) | EACH | 1 |
0064 | 803-08-00800 | Crosshole Sonic Log Test (60" Diameter) | EACH | 15 |
0065 | 803-09-00800 | Non-Destructive Test (60" Diameter) (Thermal Integrity Profiling) | EACH | 15 |
0066 | 805-01-00200 | Class A1 Concrete (Deck) | CUYD | 348.71 |
0067 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 142.34 |
0068 | 805-01-00400 | Class A1 Concrete (Column) | CUYD | 69.24 |
0069 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 3,948 |
0070 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 9,478 |
0071 | 806-01-00100 | Deformed Reinforcing Steel | LB | 158,827 |
0072 | 807-01-00400 | Structural Metalwork (Grade 50W) | LUMP | 1 |
0073 | 807-01-00400 | Structural Metalwork (Grade 50W) (Department Furnished) | LUMP | 1 |
0074 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | LUMP | 1 |
0075 | 810-01-00100 | Concrete Bridge Railing (Standard) | LNFT | 658 |
0076 | 811-01-00100 | Cleaning and Painting (Structural Metalwork (Grade 50W) (Department Furnished)) | LUMP | 1 |
0077 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 3,200 |
0078 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | SFIN | 96 |
0079 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | LNFT | 80 |
0080 | 816-02-00100 | Bridge End Drain System (Open Drain) | EACH | 4 |
0081 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 240 |
0082 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 400 |
0083 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | INLF | 1,000 |
0084 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 4 |
0085 | 109-01-10000 | Time Related Overhead | LUMP | 1 |
0086 | 202-02-00030 | Removal of Temporary Sheeting | LNFT | 1,429 |