Proposal:H.011893.6
Parish:Vermilion
Routes:FORMER LA 1260
Description:FORMER LA 1260: VERMILION RIVER TO LA 330
Type Construction:COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUBGRADE TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$535,023.69
| Rank | License | Bidder | Construction Bid |
| 1 | 33663 | Glenn Lege Construction Inc | $475,075.92 |
| 2 | 51821 | Elliott Construction, LLC | $668,891.14 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $787,126.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Glenn Lege Construction Inc | - 2 -
Elliott Construction, LLC | - 3 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 200 | CUYD | 12.75 | 2,550.00 | 20.00 | 4,000.00 | 65.00 | 13,000.00 | | 0002 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 18 | EACH | 165.00 | 2,970.00 | 143.00 | 2,574.00 | 150.00 | 2,700.00 | | 0003 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 21,528 | SQYD | 9.20 | 198,057.60 | 9.45 | 203,439.60 | 11.00 | 236,808.00 | | 0004 | 303-02-00100 | Removal of Existing Patches | 65 | SQYD | 7.00 | 455.00 | 35.00 | 2,275.00 | 25.00 | 1,625.00 | | 0005 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 1,806 | SQYD | 19.50 | 35,217.00 | 11.00 | 19,866.00 | 20.00 | 36,120.00 | | 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,350 | CUYD | 21.20 | 28,620.00 | 94.00 | 126,900.00 | 85.00 | 114,750.00 | | 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 75 | CUYD | 19.24 | 1,443.00 | 90.00 | 6,750.00 | 65.00 | 4,875.00 | | 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 2,223.3 | TON | 67.46 | 149,983.82 | 100.00 | 222,330.00 | 95.00 | 211,213.50 | | 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 64.3 | TON | 105.63 | 6,792.01 | 160.00 | 10,288.00 | 240.00 | 15,432.00 | | 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 187 | SQYD | 16.30 | 3,048.10 | 25.00 | 4,675.00 | 45.00 | 8,415.00 | | 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -21 | CUYD | 0.10 | -2.10 | 0.01 | -0.21 | 1.00 | -21.00 | | 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 44 | SQYD | 96.00 | 4,224.00 | 180.00 | 7,920.00 | 290.00 | 12,760.00 | | 0013 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 472 | LNFT | 5.25 | 2,478.00 | 5.50 | 2,596.00 | 10.00 | 4,720.00 | | 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,288.86 | 11,288.86 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | | 0015 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | | 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 8,855.00 | 8,855.00 | 30,000.00 | 30,000.00 | 81,500.00 | 81,500.00 | | 0017 | 731-02-00100 | Reflectorized Raised Pavement Markers | 306 | EACH | 10.02 | 3,066.12 | 7.00 | 2,142.00 | 7.00 | 2,142.00 | | 0018 | 735-01-00100 | Mailboxes | 1 | EACH | 12.00 | 12.00 | 1.10 | 1.10 | 5.00 | 5.00 | | 0019 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 1,391.50 | 1,391.50 | 1,375.00 | 1,375.00 | 1,300.00 | 1,300.00 | | 0020 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 1.333 | MILE | 3,526.62 | 4,700.98 | 2,750.00 | 3,665.75 | 2,500.00 | 3,332.50 | | 0021 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 0.966 | MILE | 2,644.96 | 2,555.03 | 1,650.00 | 1,593.90 | 1,500.00 | 1,449.00 | | 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,870.00 | 3,870.00 | 1,500.00 | 1,500.00 | 12,500.00 | 12,500.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 475,075.92 | | 668,891.14 | | 787,126.00 |
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