Proposal:H.011749.6
Parish:Madison
Routes:I-20
Description:I-20 SLIDE CHICAGO MILL BOX
Type Construction:Embankment Slope Repair
Estimated Construction Cost:$609,096.93
| Rank | License | Bidder | Construction Bid |
| 1 | 49239 | WL Bass Construction Inc. | $527,645.95 |
| 2 | 34567 | James Construction Group LLC | $540,458.66 |
| 3 | 36936 | Dirtworks Inc Of Vicksburg | $747,532.60 |
| 4 | 44640 | R.D. Owens Construction, Inc. | $783,984.22 |
| 5 | 56298 | Cercontec, LLC | $1,299,763.25 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
WL Bass Construction Inc. | - 2 -
James Construction Group LLC | - 3 -
Dirtworks Inc Of Vicksburg | - 4 -
R.D. Owens Construction, Inc. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 239.8 | SQYD | 6.00 | 1,438.80 | 4.47 | 1,071.91 | 10.00 | 2,398.00 | 10.00 | 2,398.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 84 | LNFT | 7.00 | 588.00 | 10.17 | 854.28 | 8.00 | 672.00 | 50.00 | 4,200.00 | | 0003 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 166.7 | SQYD | 6.00 | 1,000.20 | 6.57 | 1,095.22 | 10.00 | 1,667.00 | 10.00 | 1,667.00 | | 0004 | 203-01-00100 | General Excavation | 7,709 | CUYD | 11.00 | 84,799.00 | 5.00 | 38,545.00 | 20.00 | 154,180.00 | 16.00 | 123,344.00 | | 0005 | 203-03-00100 | Embankment | 8,790 | CUYD | 15.00 | 131,850.00 | 17.57 | 154,440.30 | 20.00 | 175,800.00 | 22.00 | 193,380.00 | | 0006 | 203-08-00100 | Geotextile Fabric | 23,658 | SQYD | 1.25 | 29,572.50 | 1.66 | 39,272.28 | 1.50 | 35,487.00 | 4.00 | 94,632.00 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 250.00 | 1,000.00 | 114.23 | 456.92 | 150.00 | 600.00 | 20.00 | 80.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 500 | LNFT | 1.00 | 500.00 | 3.00 | 1,500.00 | 3.00 | 1,500.00 | 3.00 | 1,500.00 | | 0009 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 183.3 | SQYD | 21.00 | 3,849.30 | 48.00 | 8,798.40 | 22.00 | 4,032.60 | 18.00 | 3,299.40 | | 0010 | 304-05-00100 | Lime Treatment (Type E) | 325.57 | TON | 45.00 | 14,650.65 | 248.86 | 81,021.35 | 350.00 | 113,949.50 | 250.00 | 81,392.50 | | 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 100.9 | TON | 225.00 | 22,702.50 | 250.00 | 25,225.00 | 250.00 | 25,225.00 | 300.00 | 30,270.00 | | 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 62 | TON | 275.00 | 17,050.00 | 250.00 | 15,500.00 | 250.00 | 15,500.00 | 300.00 | 18,600.00 | | 0013 | 704-03-00100 | Blocked Out Guard Rail | 237.5 | LNFT | 30.00 | 7,125.00 | 23.00 | 5,462.50 | 23.00 | 5,462.50 | 35.00 | 8,312.50 | | 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 4,000.00 | 4,000.00 | 3,250.00 | 3,250.00 | 3,250.00 | 3,250.00 | 3,000.00 | 3,000.00 | | 0015 | 707-03-00100 | Combination Concrete Curb and Gutter | 130 | LNFT | 40.00 | 5,200.00 | 33.14 | 4,308.20 | 23.00 | 2,990.00 | 30.00 | 3,900.00 | | 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 18 | SQYD | 100.00 | 1,800.00 | 65.80 | 1,184.40 | 70.00 | 1,260.00 | 75.00 | 1,350.00 | | 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 30,500.00 | 30,500.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | | 0018 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.5 | MILE | 9,500.00 | 4,750.00 | 5,000.00 | 2,500.00 | 6,000.00 | 3,000.00 | 24,000.00 | 12,000.00 | | 0019 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 68 | EACH | 80.00 | 5,440.00 | 240.06 | 16,324.08 | 800.00 | 54,400.00 | 200.00 | 13,600.00 | | 0020 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 136 | EACH | 25.00 | 3,400.00 | 58.33 | 7,932.88 | 50.00 | 6,800.00 | 100.00 | 13,600.00 | | 0021 | 717-01-00100 | Seeding | 83 | LB | 15.00 | 1,245.00 | 10.00 | 830.00 | 13.00 | 1,079.00 | 20.00 | 1,660.00 | | 0022 | 718-01-00100 | Fertilizer | 1,377 | LB | 2.00 | 2,754.00 | 0.69 | 950.13 | 1.00 | 1,377.00 | 1.66 | 2,285.82 | | 0023 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,331 | SQYD | 1.00 | 3,331.00 | 1.35 | 4,496.85 | 3.00 | 9,993.00 | 3.00 | 9,993.00 | | 0024 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 560 | SQYD | 1.00 | 560.00 | 1.35 | 756.00 | 6.00 | 3,360.00 | 3.00 | 1,680.00 | | 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 53,800.00 | 53,800.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | | 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 100.00 | 200.00 | 85.00 | 170.00 | 75.00 | 150.00 | 100.00 | 200.00 | | 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 13,442.00 | 13,442.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | | 0028 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,720 | INLF | 2.00 | 7,440.00 | 0.55 | 2,046.00 | 5.00 | 18,600.00 | 2.00 | 7,440.00 | | 0029 | NS-700-00180 | Impact Attenuator (Construction Zone) | 1 | EACH | 6,800.00 | 6,800.00 | 5,100.00 | 5,100.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 | | 0030 | NS-713-00008 | Portable Changeable Message Sign | 2 | EACH | 3,500.00 | 7,000.00 | 2,000.00 | 4,000.00 | 3,000.00 | 6,000.00 | 2,000.00 | 4,000.00 | | 0031 | NS-805-00023 | Reinforced Concrete Trapezoidal Channel | 32 | CUYD | 550.00 | 17,600.00 | 488.28 | 15,624.96 | 400.00 | 12,800.00 | 600.00 | 19,200.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 527,645.95 | | 540,458.66 | | 747,532.60 | | 783,984.22 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Cercontec, LLC | | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 239.8 | SQYD | 30.00 | 7,194.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 84 | LNFT | 125.00 | 10,500.00 | | 0003 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 166.7 | SQYD | 45.00 | 7,501.50 | | 0004 | 203-01-00100 | General Excavation | 7,709 | CUYD | 30.00 | 231,270.00 | | 0005 | 203-03-00100 | Embankment | 8,790 | CUYD | 42.00 | 369,180.00 | | 0006 | 203-08-00100 | Geotextile Fabric | 23,658 | SQYD | 2.25 | 53,230.50 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 550.00 | 2,200.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 500 | LNFT | 3.75 | 1,875.00 | | 0009 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 183.3 | SQYD | 125.00 | 22,912.50 | | 0010 | 304-05-00100 | Lime Treatment (Type E) | 325.57 | TON | 675.00 | 219,759.75 | | 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 100.9 | TON | 365.00 | 36,828.50 | | 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 62 | TON | 375.00 | 23,250.00 | | 0013 | 704-03-00100 | Blocked Out Guard Rail | 237.5 | LNFT | 60.00 | 14,250.00 | | 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 3,000.00 | 3,000.00 | | 0015 | 707-03-00100 | Combination Concrete Curb and Gutter | 130 | LNFT | 55.00 | 7,150.00 | | 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 18 | SQYD | 150.00 | 2,700.00 | | 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | | 0018 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.5 | MILE | 2,500.00 | 1,250.00 | | 0019 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 68 | EACH | 800.00 | 54,400.00 | | 0020 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 136 | EACH | 300.00 | 40,800.00 | | 0021 | 717-01-00100 | Seeding | 83 | LB | 5.00 | 415.00 | | 0022 | 718-01-00100 | Fertilizer | 1,377 | LB | 3.25 | 4,475.25 | | 0023 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,331 | SQYD | 3.75 | 12,491.25 | | 0024 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 560 | SQYD | 3.75 | 2,100.00 | | 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | | 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 350.00 | 700.00 | | 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | | 0028 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,720 | INLF | 2.75 | 10,230.00 | | 0029 | NS-700-00180 | Impact Attenuator (Construction Zone) | 1 | EACH | 3,500.00 | 3,500.00 | | 0030 | NS-713-00008 | Portable Changeable Message Sign | 2 | EACH | 17,500.00 | 35,000.00 | | 0031 | NS-805-00023 | Reinforced Concrete Trapezoidal Channel | 32 | CUYD | 675.00 | 21,600.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,299,763.25 |
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