Proposal:H.014559.6-R1
Parish:St. Tammany
Routes:LA 3292
Description:LA 3292: LA 40 - WASH P/L (ISABEL SWAMP RD)
Type Construction:GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$2,025,089.76
| Rank | License | Bidder | Construction Bid |
| 1 | 73475 | Madden Gulf Coast, LLC | $2,285,909.80 |
| 2 | 06276 | Barriere Construction Co., LLC | $2,385,135.64 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Madden Gulf Coast, LLC | - 2 -
Barriere Construction Co., LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.312 | LUMP | 35,000.00 | 35,000.00 | 27,000.00 | 27,000.00 | | 0002 | 202-02-00050 | Removal of Structures and Obstructions | 1 | LUMP | 15,000.00 | 15,000.00 | 26,000.00 | 26,000.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 175,000.00 | 175,000.00 | 218,000.00 | 218,000.00 | | 0004 | 204-06-00100 | Temporary Silt Fencing | 10,989 | LNFT | 2.00 | 21,978.00 | 2.10 | 23,076.90 | | 0005 | 303-01-00300 | In-Place Cement Stabilized Base Course (10" Thick) | 16,158 | SQYD | 16.25 | 262,567.50 | 15.00 | 242,370.00 | | 0006 | 304-01-00100 | Lime | 25.45 | TON | 1,250.00 | 31,812.50 | 400.00 | 10,180.00 | | 0007 | 304-05-00100 | Lime Treatment (Type E) | 16,158 | SQYD | 6.50 | 105,027.00 | 1.00 | 16,158.00 | | 0008 | 401-01-00100 | Aggregate Surface Course (Net Section) | 126.3 | CUYD | 150.00 | 18,945.00 | 212.00 | 26,775.60 | | 0009 | 502-01-00100 | Asphalt Concrete | 5,529.5 | TON | 112.00 | 619,304.00 | 126.00 | 696,717.00 | | 0010 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 156.4 | TON | 205.00 | 32,062.00 | 300.00 | 46,920.00 | | 0011 | 509-01-00100 | Milling Asphalt Pavement | 18,902 | SQYD | 2.50 | 47,255.00 | 3.50 | 66,157.00 | | 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -1,050.11 | CUYD | 0.01 | -10.50 | 0.01 | -10.50 | | 0013 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 200 | SQYD | 145.00 | 29,000.00 | 115.00 | 23,000.00 | | 0014 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 225 | LNFT | 225.00 | 50,625.00 | 470.00 | 105,750.00 | | 0015 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 247 | LNFT | 500.00 | 123,500.00 | 625.00 | 154,375.00 | | 0016 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 472 | LNFT | 7.00 | 3,304.00 | 1.00 | 472.00 | | 0017 | 711-01-02060 | Riprap (10 lb, 18" Thick) | 143 | SQYD | 125.00 | 17,875.00 | 142.00 | 20,306.00 | | 0018 | 711-04-00100 | Geotextile Fabric | 143 | SQYD | 7.50 | 1,072.50 | 4.00 | 572.00 | | 0019 | 712-05-00100 | Cabled Articulated Concrete Block Mattress | 1,566 | SQYD | 90.00 | 140,940.00 | 69.00 | 108,054.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | | 0021 | 726-01-00100 | Bedding Material | 261 | CUYD | 90.00 | 23,490.00 | 1.00 | 261.00 | | 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 225,000.00 | 225,000.00 | 240,000.00 | 240,000.00 | | 0023 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 26.81 | SQFT | 50.00 | 1,340.50 | 37.00 | 991.97 | | 0024 | 729-08-00100 | Mounting (2 1/2" Size Post) | 11 | EACH | 2,250.00 | 24,750.00 | 2,000.00 | 22,000.00 | | 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 32 | EACH | 100.00 | 3,200.00 | 95.00 | 3,040.00 | | 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 498 | EACH | 6.00 | 2,988.00 | 6.25 | 3,112.50 | | 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.095 | MILE | 4,900.00 | 39,665.50 | 5,200.00 | 42,094.00 | | 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.489 | MILE | 1,200.00 | 1,786.80 | 1,250.00 | 1,861.25 | | 0029 | 739-01-00100 | Hydro-Seeding | 8.3 | ACRE | 2,800.00 | 23,240.00 | 3,000.00 | 24,900.00 | | 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 | | 0031 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 192 | INLF | 1.00 | 192.00 | 0.01 | 1.92 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,285,909.80 | | 2,385,135.64 |
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