Proposal:H.012727.6
Parish:Iberville
Routes:LA 3066
Description:LA 3066: SLIDE FAILURE NEAR ENTERPRISE
Type Construction:RIPRAP, EMBANKMENT, CROSS DRAIN REPLACEMENT, ASPHALT OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,063,264.45
| Rank | License | Bidder | Construction Bid |
| 1 | 57931 | KCR CONTRACTORS, LLC | $862,073.18 |
| 2 | 12198 | Byron E. Talbot Contractor, Inc. | $999,699.70 |
| 3 | 60022 | D. O'BRIAN CONSTRUCTION, LLC | $1,026,211.48 |
| 4 | 55505 | MERRICK, LLC | $1,089,759.40 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $1,213,442.35 |
| 6 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,352,227.55 |
| 7 | 08503 | RIVER/ROAD CONSTRUCTION, INC. | $1,498,458.20 |
| 8 | 55950 | Brown Industrial Construction, LLC | $1,498,481.56 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - KCR CONTRACTORS, LLC | - 2 - Byron E. Talbot Contractor, Inc. | - 3 - D. O'BRIAN CONSTRUCTION, LLC | - 4 - MERRICK, LLC | | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.11 | LUMP | 5,750.00 | 5,750.00 | 35,000.00 | 35,000.00 | 46,500.00 | 46,500.00 | 25,000.00 | 25,000.00 | | 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) - | 71 | LNFT | 143.38 | 10,179.98 | 120.00 | 8,520.00 | 80.00 | 5,680.00 | 300.00 | 21,300.00 | | 0003 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 103.4 | SQYD | 11.50 | 1,189.10 | 18.00 | 1,861.20 | 24.00 | 2,481.60 | 15.00 | 1,551.00 | | 0004 | 203-04-00300 | Nonplastic Embankment (Stone) | 1,032.5 | CUYD | 87.35 | 90,188.88 | 107.00 | 110,477.50 | 125.00 | 129,062.50 | 100.00 | 103,250.00 | | 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,750.00 | 5,750.00 | 11,500.00 | 11,500.00 | 48,300.00 | 48,300.00 | 47,000.00 | 47,000.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,842.9 | CUYD | 36.62 | 104,107.00 | 23.00 | 65,386.70 | 28.00 | 79,601.20 | 35.00 | 99,501.50 | | 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 10 | CUYD | 42.11 | 421.10 | 24.00 | 240.00 | 90.00 | 900.00 | 50.00 | 500.00 | | 0008 | 203-08-00100 | Geotextile Fabric | 100 | SQYD | 1.15 | 115.00 | 3.00 | 300.00 | 8.00 | 800.00 | 1.90 | 190.00 | | 0009 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 57.3 | SQYD | 97.73 | 5,599.93 | 50.00 | 2,865.00 | 80.00 | 4,584.00 | 60.00 | 3,438.00 | | 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 27.5 | CUYD | 115.00 | 3,162.50 | 122.00 | 3,355.00 | 125.00 | 3,437.50 | 115.00 | 3,162.50 | | 0011 | 701-03-02200 | Storm Drain Pipe (Outfall) (84" CMP) | 90 | LNFT | 553.70 | 49,833.00 | 450.00 | 40,500.00 | 665.00 | 59,850.00 | 700.00 | 63,000.00 | | 0012 | 711-03-00500 | Riprap (130 lb) | 6,589 | TON | 61.33 | 404,103.37 | 82.50 | 543,592.50 | 68.00 | 448,052.00 | 70.00 | 461,230.00 | | 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,412.00 | 11,412.00 | 20,000.00 | 20,000.00 | 18,500.00 | 18,500.00 | 40,000.00 | 40,000.00 | | 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.24 | MILE | 718.75 | 172.50 | 550.00 | 132.00 | 440.00 | 105.60 | 6,000.00 | 1,440.00 | | 0015 | 726-01-00100 | Bedding Material | 66.667 | CUYD | 115.00 | 7,666.71 | 100.00 | 6,666.70 | 100.00 | 6,666.70 | 100.00 | 6,666.70 | | 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 47,937.00 | 47,937.00 | 45,000.00 | 45,000.00 | 86,700.00 | 86,700.00 | 96,000.00 | 96,000.00 | | 0017 | 731-02-00100 | Reflectorized Raised Pavement Markers | 16 | EACH | 28.75 | 460.00 | 6.60 | 105.60 | 27.00 | 432.00 | 90.00 | 1,440.00 | | 0018 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.12 | MILE | 17,250.00 | 2,070.00 | 3,750.00 | 450.00 | 27,000.00 | 3,240.00 | 55,000.00 | 6,600.00 | | 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,750.00 | 5,750.00 | 6,500.00 | 6,500.00 | 18,000.00 | 18,000.00 | 5,000.00 | 5,000.00 | | 0020 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 12.6 | TON | 402.50 | 5,071.50 | 200.00 | 2,520.00 | 66.00 | 831.60 | 300.00 | 3,780.00 | | 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 9,837.2 | INLF | 1.15 | 11,312.78 | 1.25 | 12,296.50 | 1.15 | 11,312.78 | 3.50 | 34,430.20 | | 0022 | NS-502-01000 | Asphalt Concrete | 116.9 | TON | 230.45 | 26,939.61 | 300.00 | 35,070.00 | 265.00 | 30,978.50 | 325.00 | 37,992.50 | | 0023 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 13.3 | TON | 230.45 | 3,064.99 | 300.00 | 3,990.00 | 265.00 | 3,524.50 | 280.00 | 3,724.00 | | 0024 | NS-509-01000 | Milling Asphalt Pavement | 660 | SQYD | 14.94 | 9,860.40 | 8.80 | 5,808.00 | 8.80 | 5,808.00 | 10.00 | 6,600.00 | | 0025 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -37 | CUYD | 0.01 | -0.37 | 1.00 | -37.00 | 1.00 | -37.00 | 1.00 | -37.00 | | 0026 | NS-701-00002 | Trench Excavation Safety Protection (Depth > 5 feet) | 90 | LNFT | 127.78 | 11,500.20 | 240.00 | 21,600.00 | 10.00 | 900.00 | 100.00 | 9,000.00 | | 0027 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 4 | EACH | 9,614.00 | 38,456.00 | 4,000.00 | 16,000.00 | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 862,073.18 | | 999,699.70 | | 1,026,211.48 | | 1,089,759.40 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 5 - JB JAMES CONSTRUCTION LLC | - 6 - COASTAL BRIDGE CO., L.L.C. | - 7 - RIVER/ROAD CONSTRUCTION, INC. | - 8 - Brown Industrial Construction, LLC | | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.11 | LUMP | 50,903.00 | 50,903.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 300,000.00 | 300,000.00 | | 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) - | 71 | LNFT | 10.00 | 710.00 | 75.00 | 5,325.00 | 1,700.00 | 120,700.00 | 25.00 | 1,775.00 | | 0003 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 103.4 | SQYD | 20.00 | 2,068.00 | 60.00 | 6,204.00 | 35.00 | 3,619.00 | 22.00 | 2,274.80 | | 0004 | 203-04-00300 | Nonplastic Embankment (Stone) | 1,032.5 | CUYD | 220.00 | 227,150.00 | 125.00 | 129,062.50 | 56.00 | 57,820.00 | 120.00 | 123,900.00 | | 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 16,000.00 | 16,000.00 | 75,000.00 | 75,000.00 | 168,000.00 | 168,000.00 | 20,000.00 | 20,000.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,842.9 | CUYD | 34.00 | 96,658.60 | 20.00 | 56,858.00 | 20.00 | 56,858.00 | 60.00 | 170,574.00 | | 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 10 | CUYD | 105.00 | 1,050.00 | 50.00 | 500.00 | 54.00 | 540.00 | 120.00 | 1,200.00 | | 0008 | 203-08-00100 | Geotextile Fabric | 100 | SQYD | 1.00 | 100.00 | 2.20 | 220.00 | 6.00 | 600.00 | 4.00 | 400.00 | | 0009 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 57.3 | SQYD | 63.00 | 3,609.90 | 150.00 | 8,595.00 | 140.00 | 8,022.00 | 70.00 | 4,011.00 | | 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 27.5 | CUYD | 130.00 | 3,575.00 | 200.00 | 5,500.00 | 180.00 | 4,950.00 | 130.00 | 3,575.00 | | 0011 | 701-03-02200 | Storm Drain Pipe (Outfall) (84" CMP) | 90 | LNFT | 770.00 | 69,300.00 | 365.00 | 32,850.00 | 375.00 | 33,750.00 | 340.00 | 30,600.00 | | 0012 | 711-03-00500 | Riprap (130 lb) | 6,589 | TON | 85.00 | 560,065.00 | 125.00 | 823,625.00 | 78.00 | 513,942.00 | 92.00 | 606,188.00 | | 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,700.00 | 6,700.00 | 25,000.00 | 25,000.00 | 23,000.00 | 23,000.00 | 10,000.00 | 10,000.00 | | 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.24 | MILE | 6,000.00 | 1,440.00 | 625.00 | 150.00 | 675.00 | 162.00 | 1,000.00 | 240.00 | | 0015 | 726-01-00100 | Bedding Material | 66.667 | CUYD | 59.00 | 3,933.35 | 150.00 | 10,000.05 | 200.00 | 13,333.40 | 110.00 | 7,333.37 | | 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 127,425.00 | 127,425.00 | 140,000.00 | 140,000.00 | | 0017 | 731-02-00100 | Reflectorized Raised Pavement Markers | 16 | EACH | 50.00 | 800.00 | 25.00 | 400.00 | 8.10 | 129.60 | 25.00 | 400.00 | | 0018 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.12 | MILE | 12,000.00 | 1,440.00 | 15,000.00 | 1,800.00 | 4,320.00 | 518.40 | 25,000.00 | 3,000.00 | | 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 41,850.00 | 41,850.00 | 10,000.00 | 10,000.00 | | 0020 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 12.6 | TON | 110.00 | 1,386.00 | 250.00 | 3,150.00 | 200.00 | 2,520.00 | 250.00 | 3,150.00 | | 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 9,837.2 | INLF | 1.00 | 9,837.20 | 0.01 | 98.37 | 1.50 | 14,755.80 | 0.80 | 7,869.76 | | 0022 | NS-502-01000 | Asphalt Concrete | 116.9 | TON | 200.00 | 23,380.00 | 200.00 | 23,380.00 | 300.00 | 35,070.00 | 205.00 | 23,964.50 | | 0023 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 13.3 | TON | 200.00 | 2,660.00 | 200.00 | 2,660.00 | 300.00 | 3,990.00 | 205.00 | 2,726.50 | | 0024 | NS-509-01000 | Milling Asphalt Pavement | 660 | SQYD | 13.00 | 8,580.00 | 15.00 | 9,900.00 | 9.00 | 5,940.00 | 13.00 | 8,580.00 | | 0025 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -37 | CUYD | 0.10 | -3.70 | 0.01 | -0.37 | 1.00 | -37.00 | 0.01 | -0.37 | | 0026 | NS-701-00002 | Trench Excavation Safety Protection (Depth > 5 feet) | 90 | LNFT | 30.00 | 2,700.00 | 125.00 | 11,250.00 | 2,000.00 | 180,000.00 | 8.00 | 720.00 | | 0027 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 4 | EACH | 3,600.00 | 14,400.00 | 3,300.00 | 13,200.00 | 4,000.00 | 16,000.00 | 4,000.00 | 16,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,213,442.35 | | 1,352,227.55 | | 1,498,458.20 | | 1,498,481.56 |
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