Proposal:H.010911.6
Parish:Lincoln, Ouachita
Routes:I-20
Description:I-20: Median Cable (Lincoln/Ouachita)
Type Construction:DRAINAGE STRUCTURES, INSTALLATION OF CABLE BARRIER SYSTEM AND RELATED WORK
Estimated Construction Cost:$9,441,613.00
Maximum Number of Days Allowed for Construction:9999
Calculated Daily User Cost:$3,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | MAS01 | MASSANA CONSTRUCTION INC. | $9,204,415.40 | 485.00 | $10,659,415.40 |
| 2 | 50078 | FENTON EXCAVATING & CONST. INC. | $9,968,161.32 | 300.00 | $10,868,161.32 |
| 3 | 43371 | Rmd Holdings LTD | $10,781,635.04 | 300.00 | $11,681,635.04 |
| 4 | 58815 | Simmons Erosion Control, Inc. | $11,035,542.23 | 310.00 | $11,965,542.23 |
| 5 | 12135 | Blount Bros. Construction, LLC | $11,029,324.20 | 365.00 | $12,124,324.20 |
| 48896 | Command Construction Industries LLC | IRREGULAR | 495.00 | IRREGULAR |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
MASSANA CONSTRUCTION INC. | - 2 -
FENTON EXCAVATING & CONST. INC. | - 3 -
Rmd Holdings LTD | - 4 -
Simmons Erosion Control, 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 | 620 | SQYD | 10.00 | 6,200.00 | 5.96 | 3,695.20 | 12.00 | 7,440.00 | 10.00 | 6,200.00 | | 0002 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 130 | SQYD | 20.00 | 2,600.00 | 7.00 | 910.00 | 35.00 | 4,550.00 | 10.00 | 1,300.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 2,000,000.00 | 2,000,000.00 | 2,272,000.00 | 2,272,000.00 | 2,315,000.00 | 2,315,000.00 | 2,350,000.00 | 2,350,000.00 | | 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 2,220 | EACH | 10.00 | 22,200.00 | 10.00 | 22,200.00 | 11.50 | 25,530.00 | 10.00 | 22,200.00 | | 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 295 | EACH | 150.00 | 44,250.00 | 125.00 | 36,875.00 | 145.00 | 42,775.00 | 100.00 | 29,500.00 | | 0006 | 204-06-00100 | Temporary Silt Fencing | 9,250 | LNFT | 2.00 | 18,500.00 | 2.00 | 18,500.00 | 2.00 | 18,500.00 | 1.85 | 17,112.50 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 167 | CUYD | 100.00 | 16,700.00 | 66.98 | 11,185.66 | 98.00 | 16,366.00 | 91.50 | 15,280.50 | | 0008 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 14 | LNFT | 200.00 | 2,800.00 | 140.00 | 1,960.00 | 115.00 | 1,610.00 | 114.30 | 1,600.20 | | 0009 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 40 | LNFT | 200.00 | 8,000.00 | 160.00 | 6,400.00 | 145.00 | 5,800.00 | 131.45 | 5,258.00 | | 0010 | 702-03-00100 | Catch Basins (CB-01) | 11 | EACH | 3,600.00 | 39,600.00 | 2,200.00 | 24,200.00 | 4,600.00 | 50,600.00 | 4,000.00 | 44,000.00 | | 0011 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 4,200.00 | 4,200.00 | 2,800.00 | 2,800.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | | 0012 | 702-04-00200 | Adjusting Catch Basins | 39 | EACH | 2,300.00 | 89,700.00 | 1,815.00 | 70,785.00 | 3,300.00 | 128,700.00 | 2,550.00 | 99,450.00 | | 0013 | 703-04-00100 | Nonperforated Pipe Underdrains | 2,700 | LNFT | 50.00 | 135,000.00 | 8.41 | 22,707.00 | 67.50 | 182,250.00 | 50.00 | 135,000.00 | | 0014 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,670.7 | SQYD | 90.00 | 150,363.00 | 51.00 | 85,205.70 | 75.00 | 125,302.50 | 80.00 | 133,656.00 | | 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 410,000.00 | 410,000.00 | 474,000.00 | 474,000.00 | 420,000.00 | 420,000.00 | 250,000.00 | 250,000.00 | | 0016 | 716-01-00100 | Mulch (Vegetative) | 463.9 | TON | 500.00 | 231,950.00 | 650.00 | 301,535.00 | 730.00 | 338,647.00 | 550.00 | 255,145.00 | | 0017 | 717-01-00100 | Seeding | 6,958 | LB | 8.00 | 55,664.00 | 12.00 | 83,496.00 | 13.80 | 96,020.40 | 12.00 | 83,496.00 | | 0018 | 718-01-00100 | Fertilizer | 231,944 | LB | 0.60 | 139,166.40 | 0.50 | 115,972.00 | 0.56 | 129,888.64 | 0.65 | 150,763.60 | | 0019 | 726-01-00100 | Bedding Material | 40.7 | CUYD | 100.00 | 4,070.00 | 85.00 | 3,459.50 | 92.00 | 3,744.40 | 115.00 | 4,680.50 | | 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 450,000.00 | 450,000.00 | 900,000.00 | 900,000.00 | 800,000.00 | 800,000.00 | 1,010,000.00 | 1,010,000.00 | | 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 63,000.00 | 63,000.00 | 142,000.00 | 142,000.00 | 126,500.00 | 126,500.00 | 80,000.00 | 80,000.00 | | 0022 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 11,670 | INLF | 0.30 | 3,501.00 | 1.25 | 14,587.50 | 2.50 | 29,175.00 | 0.60 | 7,002.00 | | 0023 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 2,190 | INLF | 1.00 | 2,190.00 | 1.50 | 3,285.00 | 3.50 | 7,665.00 | 0.60 | 1,314.00 | | 0024 | NS-704-00001 | High Tension Cable Barrier | 225,518 | LNFT | 6.50 | 1,465,867.00 | 6.00 | 1,353,108.00 | 6.60 | 1,488,418.80 | 6.90 | 1,556,074.20 | | 0025 | NS-704-00002 | Cable Barrier Gated End Terminal | 130 | EACH | 2,000.00 | 260,000.00 | 1,727.12 | 224,525.60 | 1,700.00 | 221,000.00 | 1,400.00 | 182,000.00 | | 0026 | NS-704-00003 | Concrete Strip | 125,360.5 | SQYD | 28.00 | 3,510,094.00 | 29.52 | 3,700,641.96 | 32.60 | 4,086,752.30 | 35.45 | 4,444,029.73 | | 0027 | NS-713-00008 | Portable Changeable Message Sign | 8 | EACH | 8,000.00 | 64,000.00 | 6,765.90 | 54,127.20 | 9,300.00 | 74,400.00 | 14,500.00 | 116,000.00 | | 0028 | NS-MSC-00120 | Drainage Structure CBCAP, Capping Existing Catch Basin or Manhole | 7 | EACH | 400.00 | 2,800.00 | 1,500.00 | 10,500.00 | 2,500.00 | 17,500.00 | 2,540.00 | 17,780.00 | | 0029 | NS-MSC-00120 | Drainage Structure CB-CAP, Capping Existing Catch Basin or Manhole | 5 | EACH | 400.00 | 2,000.00 | 1,500.00 | 7,500.00 | 2,500.00 | 12,500.00 | 2,540.00 | 12,700.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 9,204,415.40 | | 9,968,161.32 | | 10,781,635.04 | | 11,035,542.23 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Blount Bros. Construction, LLC |
Command Construction Industries LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 620 | SQYD | 9.00 | 5,580.00 | 20.00 | 12,400.00 | | 0002 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 130 | SQYD | 20.00 | 2,600.00 | 20.00 | 2,600.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 2,200,000.00 | 2,200,000.00 | 1,750,000.00 | 1,750,000.00 | | 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 2,220 | EACH | 12.00 | 26,640.00 | 5.00 | 11,100.00 | | 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 295 | EACH | 150.00 | 44,250.00 | 250.00 | 73,750.00 | | 0006 | 204-06-00100 | Temporary Silt Fencing | 9,250 | LNFT | 2.00 | 18,500.00 | 2.00 | 18,500.00 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 167 | CUYD | 80.00 | 13,360.00 | 100.00 | 16,700.00 | | 0008 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 14 | LNFT | 100.00 | 1,400.00 | 100.00 | 1,400.00 | | 0009 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 40 | LNFT | 125.00 | 5,000.00 | 150.00 | 6,000.00 | | 0010 | 702-03-00100 | Catch Basins (CB-01) | 11 | EACH | 4,000.00 | 44,000.00 | 4,000.00 | 44,000.00 | | 0011 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | | 0012 | 702-04-00200 | Adjusting Catch Basins | 39 | EACH | 3,000.00 | 117,000.00 | 1,000.00 | 39,000.00 | | 0013 | 703-04-00100 | Nonperforated Pipe Underdrains | 2,700 | LNFT | 60.00 | 162,000.00 | 20.00 | 54,000.00 | | 0014 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,670.7 | SQYD | 50.00 | 83,535.00 | 50.00 | 83,535.00 | | 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 250,000.00 | 250,000.00 | 500,000.00 | 500,000.00 | | 0016 | 716-01-00100 | Mulch (Vegetative) | 463.9 | TON | 600.00 | 278,340.00 | 500.00 | 231,950.00 | | 0017 | 717-01-00100 | Seeding | 6,958 | LB | 10.00 | 69,580.00 | 10.00 | 69,580.00 | | 0018 | 718-01-00100 | Fertilizer | 231,944 | LB | 0.80 | 185,555.20 | 0.10 | 23,194.40 | | 0019 | 726-01-00100 | Bedding Material | 40.7 | CUYD | 80.00 | 3,256.00 | 100.00 | 4,070.00 | | 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 300,000.00 | 300,000.00 | 1,000,000.00 | 1,000,000.00 | | 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 | | 0022 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 11,670 | INLF | 1.50 | 17,505.00 | 0.10 | 1,167.00 | | 0023 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 2,190 | INLF | 2.00 | 4,380.00 | 1.00 | 2,190.00 | | 0024 | NS-704-00001 | High Tension Cable Barrier | 225,518 | LNFT | 8.00 | 1,804,144.00 | 6.70 | 1,510,970.60 | | 0025 | NS-704-00002 | Cable Barrier Gated End Terminal | 130 | EACH | 2,500.00 | 325,000.00 | 1,500.00 | 195,000.00 | | 0026 | NS-704-00003 | Concrete Strip | 125,360.5 | SQYD | 38.00 | 4,763,699.00 | 33.00 | 4,136,896.50 | | 0027 | NS-713-00008 | Portable Changeable Message Sign | 8 | EACH | 15,000.00 | 120,000.00 | 7,500.00 | 60,000.00 | | 0028 | NS-MSC-00120 | Drainage Structure CBCAP, Capping Existing Catch Basin or Manhole | 7 | EACH | 2,500.00 | 17,500.00 | 2,000.00 | 14,000.00 | | 0029 | NS-MSC-00120 | Drainage Structure CB-CAP, Capping Existing Catch Basin or Manhole | 5 | EACH | 2,500.00 | 12,500.00 | 2,000.00 | 10,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 11,029,324.20 | | IRREGULAR |
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