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 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 22 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | SQYD | 2,399 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | SQYD | 1,633.6 |
0006 | 202-02-04501 | Removal of Bridge STRUCTURE NO. 032802160200401, 18.0' x 27.5', TREATED TIMBER TRESTLE | LUMP | 1 |
0007 | 202-02-04501 | Removal of Bridge Structure No. 032802160201401, 39.'x27.5' treated timber trestle bridge | LUMP | 1 |
0008 | 202-02-12000 | Removal of Fence | LNFT | 417 |
0009 | 202-02-12020 | Removal of Fence (Chain Link) | LNFT | 246 |
0010 | 202-02-14500 | Removal of Guard Rail | LNFT | 785 |
0011 | 202-02-32120 | Removal of Pipe (Side Drain) 18"-30" | LNFT | 573 |
0012 | 203-01-00100 | General Excavation | CUYD | 1,430 |
0013 | 203-02-00100 | Drainage Excavation | CUYD | 274 |
0014 | 203-03-00100 | Embankment | CUYD | 1,875 |
0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 40 |
0016 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | EACH | 12 |
0017 | 204-06-00100 | Temporary Silt Fencing | LNFT | 3,379 |
0018 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | SQYD | 2,501.6 |
0019 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | SQYD | 2,502 |
0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | CUYD | 70 |
0021 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 20 |
0022 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 59.1 |
0023 | 502-01-00100 | Asphalt Concrete | TON | 1,281.8 |
0024 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 141.3 |
0025 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 4,271 |
0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -237 |
0027 | 510-01-00001 | Pavement Patching (12.5" Minimum Thickness) | SQYD | 76 |
0028 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | LNFT | 72 |
0029 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | LNFT | 110 |
0030 | 701-05-01081 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW/CMP) | LNFT | 58 |
0031 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | LNFT | 442 |
0032 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | LNFT | 170 |
0033 | 701-05-02081 | Side Drain Pipe (Erosion) (30" RPVCP/CPEPDW/CMP) | LNFT | 50 |
0034 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | LNFT | 84 |
0035 | 701-07-00300 | Yard Drain Pipe (8") | LNFT | 18 |
0036 | 701-15-00100 | Concrete Collar | EACH | 2 |
0037 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 78 |
0038 | 702-02-00100 | Manholes (MH-06) | EACH | 4 |
0039 | 702-03-00100 | Catch Basins (CB-01) | EACH | 1 |
0040 | 702-08-00100 | Side Drain Safety End (Type 1) | EACH | 6 |
0041 | 702-08-00200 | Side Drain Safety End (Type 2) | EACH | 7 |
0042 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | LNFT | 154 |
0043 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 62.5 |
0044 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
0045 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 8 |
0046 | 705-01-00100 | Barbed Wire Fence | LNFT | 383 |
0047 | 708-01-00100 | Right-of-Way Monument | EACH | 16 |
0048 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 16 |
0049 | 711-01-05000 | Riprap (130 lb, 24" Thick) | SQYD | 116 |
0050 | 711-04-00100 | Geotextile Fabric | SQYD | 116 |
0051 | 712-04-00100 | Flexible Revetment | SQYD | 181 |
0052 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
0053 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 3.853 |
0054 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | EACH | 254 |
0055 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | 55 |
0056 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 1,577 |
0057 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
0058 | 724-01-00100 | Rumble Strips (Centerline) | MILE | 0.256 |
0059 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 0.512 |
0060 | 725-01-00100 | Temporary Detour Roads | SQYD | 6,991.5 |
0061 | 726-01-00100 | Bedding Material | CUYD | 159.3 |
0062 | 727-01-00100 | Mobilization | LUMP | 1 |
0063 | 729-04-00103 | Sign (Type D)(Relocate) ENTERING ATCHAFALAYA NATIONAL HERITAGE AREA | SQFT | 24 |
0064 | 729-08-00600 | Mounting (W6 x 12 Size Post) | EACH | 2 |
0065 | 729-16-00200 | Object Marker Assembly (Type 2) | EACH | 5 |
0066 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 8 |
0067 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 85 |
0068 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 1.601 |
0069 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 0.322 |
0070 | 732-05-00100 | Removal of Existing Markings | MILE | 0.313 |
0071 | 735-01-00100 | Mailboxes | EACH | 8 |
0072 | 735-02-00100 | Mailbox Supports (Single) | EACH | 8 |
0073 | 739-01-00100 | Hydro-Seeding | ACRE | 1.94 |
0074 | 740-01-00100 | Construction Layout | LUMP | 1 |
0075 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 1,120 |
0076 | 804-18-00100 | Vibration Monitoring | DAY | 8 |
0077 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 90.39 |
0078 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 30.36 |
0079 | 805-15-02300 | Reinforced Concrete Box Culverts (Precast) (10' x 8') | LNFT | 160 |
0080 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall STEEL= 3,671 LBS, CONCRETE = 47.79 CUYD | EACH | 2 |
0081 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 845 |
0082 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 845 |
0083 | 806-01-00100 | Deformed Reinforcing Steel | LB | 22,253 |
0084 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 120 |
0085 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,400 |
0086 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 69 |
0087 | 815-03-00300 | Joint Seal (Poured) | LNFT | 120 |
0088 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 180 |
0089 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 300 |
0090 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 1,177 |
0091 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | EACH | 6 |
0092 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | EACH | 2 |
0093 | NS-705-00002 | Temporary Fence 5-Foot | LNFT | 166 |