Proposal:H.011357.6
Parish:Livingston
Routes:US 190
Description:U.S. 190 @ EDEN CHURCH RD. CLEARING & GRUBBING
Type Construction:CLEARING AND GRUBBING AND RELATED WORK.
Estimated Construction Cost:$143,305.98
| Rank | License | Bidder | Construction Bid |
| 1 | 16724 | STRANCO, LLC | $253,745.85 |
| 2 | 60022 | D. O'BRIAN CONSTRUCTION, LLC | $291,360.40 |
| 3 | 56330 | Credence Construction LLC | $296,047.60 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
STRANCO, LLC | - 2 -
D. O'BRIAN CONSTRUCTION, LLC | - 3 -
Credence Construction LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1.65 | LUMP | 23,000.00 | 23,000.00 | 23,500.00 | 23,500.00 | 38,000.00 | 38,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,300.00 | 2,300.00 | 27,000.00 | 27,000.00 | 13,000.00 | 13,000.00 | | 0003 | 202-02-00010 | Removal of Light Pole Concrete Foundation (Lt. of Sta. 109+90.32 & Lt. of Sta. 110+30.08) | 2 | EACH | 1,150.00 | 2,300.00 | 1,250.00 | 2,500.00 | 1,564.00 | 3,128.00 | | 0004 | 202-02-00010 | Removal of Light Pole (Lt. of Sta. 109+90.32 & Lt. of Sta. 110+30.08) | 2 | EACH | 862.50 | 1,725.00 | 4,500.00 | 9,000.00 | 2,023.00 | 4,046.00 | | 0005 | 202-02-02000 | Removal of Asphalt Drives | 2,872.6 | SQYD | 7.50 | 21,544.50 | 14.00 | 40,216.40 | 1.00 | 2,872.60 | | 0006 | 202-02-05000 | Removal of Building Rt. of Sta. 51+03.60; 138' x 165' Brick Building | 1 | EACH | 155,250.00 | 155,250.00 | 96,000.00 | 96,000.00 | 180,000.00 | 180,000.00 | | 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 370.3 | SQYD | 9.00 | 3,332.70 | 16.00 | 5,924.80 | 10.00 | 3,703.00 | | 0008 | 202-02-12000 | Removal of Fence | 455.7 | LNFT | 3.50 | 1,594.95 | 16.00 | 7,291.20 | 5.00 | 2,278.50 | | 0009 | 202-02-12020 | Removal of Fence (Chain Link) | 163.5 | LNFT | 4.00 | 654.00 | 16.00 | 2,616.00 | 5.00 | 817.50 | | 0010 | 202-02-38240 | Removal of Signs and Supports Lt. of Sta. 111+52.65; Metal Sign on 5.8' x 10.95' Concrete Support | 1 | EACH | 920.00 | 920.00 | 6,800.00 | 6,800.00 | 2,000.00 | 2,000.00 | | 0011 | 203-07-00100 | Borrow (Vehicular Measurement) | 20 | CUYD | 38.00 | 760.00 | 100.00 | 2,000.00 | 20.00 | 400.00 | | 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 15 | EACH | 57.50 | 862.50 | 20.00 | 300.00 | 30.00 | 450.00 | | 0013 | 204-06-00100 | Temporary Silt Fencing | 3,852 | LNFT | 2.30 | 8,859.60 | 4.00 | 15,408.00 | 2.00 | 7,704.00 | | 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 80.00 | 8,000.00 | 80.00 | 8,000.00 | 50.00 | 5,000.00 | | 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 4,500.00 | 4,500.00 | | 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 8,625.00 | 8,625.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | | 0017 | 739-01-00100 | Hydro-Seeding | 2 | ACRE | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | | 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | | 0019 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 800 | INLF | 0.95 | 760.00 | 2.25 | 1,800.00 | 1.50 | 1,200.00 | | 0020 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 224 | INLF | 1.15 | 257.60 | 2.25 | 504.00 | 2.00 | 448.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 253,745.85 | | 291,360.40 | | 296,047.60 |
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