Bid Tabulations
Letting of
10/26/2011
LA DOTD Headquarters
| Lead Project: H.007216.6 | |
| Parish: Jefferson | |
| Routes: Madison Street | |
| Description: Madison Street Improvements (Cook Street - Americus Street) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, WATER DISTRIBUTION SYSTEM, COLD PLANING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, RAILROAD REPLACEMENT, CONCRETE WALKS AND HANDICAPPED CURB RAMPS, AND RELATED WORK. | |
| Estimated Construction Cost: $2,233,142.88 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48896 | Command Construction Industries LLC | $3,389,765.68 |
| 2 | 36827 | Shavers-Whittle Construction LLC | $3,596,285.50 |
| 3 | 02179 | Boh Bros. Construction Co., LLC. | $3,713,166.00 |
| 4 | 36961 | Cycle Construction Co. L.L.C. | $3,929,942.69 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Command Construction Industries LLC |
- 2 - Shavers-Whittle Construction LLC |
- 3 - Boh Bros. Construction Co., LLC. |
- 4 - Cycle Construction Co. L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 300,000.00 | 300,000.00 | 50,000.00 | 50,000.00 | 6,700.00 | 6,700.00 | 31,600.00 | 31,600.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 619 | SQYD | 1.00 | 619.00 | 9.95 | 6,159.05 | 20.00 | 12,380.00 | 14.00 | 8,666.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 302 | SQYD | 1.00 | 302.00 | 15.00 | 4,530.00 | 20.00 | 6,040.00 | 12.00 | 3,624.00 |
| 0004 | 202-03-38000 | Relocation of Sign (Stop) | 7 | EACH | 1.00 | 7.00 | 145.00 | 1,015.00 | 500.00 | 3,500.00 | 100.00 | 700.00 |
| 0005 | 202-03-38000 | Relocation of Sign (Street) | 8 | EACH | 1.00 | 8.00 | 145.00 | 1,160.00 | 500.00 | 4,000.00 | 100.00 | 800.00 |
| 0006 | 202-03-38000 | Relocation of Sign (Railroad Crossing) | 1 | EACH | 1.00 | 1.00 | 115.00 | 115.00 | 500.00 | 500.00 | 100.00 | 100.00 |
| 0007 | 203-03-00100 | Embankment | 33.34 | CUYD | 100.00 | 3,334.00 | 85.00 | 2,833.90 | 46.00 | 1,533.64 | 41.00 | 1,366.94 |
| 0008 | 203-04-00200 | Nonplastic Embankment (Sand) | 13.32 | CUYD | 100.00 | 1,332.00 | 85.00 | 1,132.20 | 23.00 | 306.36 | 33.00 | 439.56 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 260 | EACH | 1.00 | 260.00 | 12.00 | 3,120.00 | 20.00 | 5,200.00 | 20.00 | 5,200.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 231 | LNFT | 2.00 | 462.00 | 2.50 | 577.50 | 2.50 | 577.50 | 3.00 | 693.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 965 | CUYD | 25.00 | 24,125.00 | 45.00 | 43,425.00 | 69.00 | 66,585.00 | 80.00 | 77,200.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 1,356.9 | TON | 200.00 | 271,380.00 | 275.00 | 373,147.50 | 200.00 | 271,380.00 | 215.00 | 291,733.50 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 17.9 | TON | 235.00 | 4,206.50 | 275.00 | 4,922.50 | 200.00 | 3,580.00 | 215.00 | 3,848.50 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,558.58 | SQYD | 6.00 | 45,351.48 | 18.50 | 139,833.73 | 5.00 | 37,792.90 | 5.50 | 41,572.19 |
| 0015 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 966.56 | SQYD | 50.00 | 48,328.00 | 70.00 | 67,659.20 | 65.00 | 62,826.40 | 120.00 | 115,987.20 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 339.54 | SQYD | 100.00 | 33,954.00 | 98.00 | 33,274.92 | 120.00 | 40,744.80 | 222.00 | 75,377.88 |
| 0017 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 254 | LNFT | 90.00 | 22,860.00 | 49.00 | 12,446.00 | 57.00 | 14,478.00 | 98.00 | 24,892.00 |
| 0018 | 701-04-01000 | Storm Drain Pipe Arch (15" Equiv. RCPA) | 1,343 | LNFT | 100.00 | 134,300.00 | 54.00 | 72,522.00 | 63.00 | 84,609.00 | 100.00 | 134,300.00 |
| 0019 | 701-14-00100 | Cleaning Existing Pipes | 500 | LNFT | 5.00 | 2,500.00 | 5.75 | 2,875.00 | 9.00 | 4,500.00 | 6.00 | 3,000.00 |
| 0020 | 702-03-00100 | Catch Basins (CB-01) | 8 | EACH | 2,500.00 | 20,000.00 | 2,600.00 | 20,800.00 | 320.00 | 2,560.00 | 2,900.00 | 23,200.00 |
| 0021 | 702-04-00100 | Adjusting Manholes | 14 | EACH | 250.00 | 3,500.00 | 750.00 | 10,500.00 | 350.00 | 4,900.00 | 550.00 | 7,700.00 |
| 0022 | 706-01-00100 | Concrete Walk (4" Thick) | 49.32 | SQYD | 60.00 | 2,959.20 | 85.00 | 4,192.20 | 70.00 | 3,452.40 | 196.00 | 9,666.72 |
| 0023 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 85.8 | SQYD | 50.00 | 4,290.00 | 85.00 | 7,293.00 | 70.00 | 6,006.00 | 90.00 | 7,722.00 |
| 0024 | 706-04-00100 | Handicapped Curb Ramps | 64 | EACH | 1,500.00 | 96,000.00 | 2,150.00 | 137,600.00 | 3,500.00 | 224,000.00 | 2,100.00 | 134,400.00 |
| 0025 | 707-03-00100 | Combination Concrete Curb and Gutter | 179.9 | LNFT | 25.00 | 4,497.50 | 32.00 | 5,756.80 | 35.00 | 6,296.50 | 46.00 | 8,275.40 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,000.00 | 1,000.00 | 35,000.00 | 35,000.00 | 65,400.00 | 65,400.00 | 64,000.00 | 64,000.00 |
| 0027 | 714-01-00600 | Slab Sodding (St. Augustine) | 164 | SQYD | 10.00 | 1,640.00 | 20.00 | 3,280.00 | 10.00 | 1,640.00 | 9.00 | 1,476.00 |
| 0028 | 726-01-00100 | Bedding Material | 119.8 | CUYD | 100.00 | 11,980.00 | 75.00 | 8,985.00 | 100.00 | 11,980.00 | 70.00 | 8,386.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 330,000.00 | 330,000.00 | 205,000.00 | 205,000.00 | 334,000.00 | 334,000.00 | 335,000.00 | 335,000.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 94 | EACH | 5.00 | 470.00 | 6.00 | 564.00 | 6.00 | 564.00 | 6.00 | 564.00 |
| 0031 | 732-01-02060 | Plastic Pavement Striping (12" Width) (Thermoplastic 125 mil) | 1,484 | LNFT | 1.00 | 1,484.00 | 3.50 | 5,194.00 | 4.50 | 6,678.00 | 3.50 | 5,194.00 |
| 0032 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 370 | LNFT | 2.00 | 740.00 | 7.00 | 2,590.00 | 7.50 | 2,775.00 | 6.70 | 2,479.00 |
| 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.41 | MILE | 2,500.00 | 3,525.00 | 3,500.00 | 4,935.00 | 1,800.00 | 2,538.00 | 3,350.00 | 4,723.50 |
| 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.705 | MILE | 2,000.00 | 1,410.00 | 1,800.00 | 1,269.00 | 1,800.00 | 1,269.00 | 1,660.00 | 1,170.30 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000.00 | 1,000.00 | 52,000.00 | 52,000.00 | 23,000.00 | 23,000.00 | 22,200.00 | 22,200.00 |
| 0036 | 741-01-01080 | Water Main (6" PVC) | 60 | LNFT | 150.00 | 9,000.00 | 45.00 | 2,700.00 | 85.00 | 5,100.00 | 190.00 | 11,400.00 |
| 0037 | 741-02-00300 | Gate Valve (6") | 1 | EACH | 2,500.00 | 2,500.00 | 1,400.00 | 1,400.00 | 1,500.00 | 1,500.00 | 2,100.00 | 2,100.00 |
| 0038 | 741-03-00200 | Tapping Sleeve and Valve Assembly (4") (Sta. 52+25.34) | 1 | EACH | 1,200.00 | 1,200.00 | 2,400.00 | 2,400.00 | 3,000.00 | 3,000.00 | 2,800.00 | 2,800.00 |
| 0039 | 741-11-00100 | Adjusting Water Valve | 4 | EACH | 150.00 | 600.00 | 240.00 | 960.00 | 1,000.00 | 4,000.00 | 320.00 | 1,280.00 |
| 0040 | 741-14-00100 | Concrete Blocking | 1.7 | CUYD | 500.00 | 850.00 | 750.00 | 1,275.00 | 150.00 | 255.00 | 900.00 | 1,530.00 |
| 0041 | 741-15-00300 | Casing (12") (Water Distribution System) (Smooth Steel) | 40 | LNFT | 40.00 | 1,600.00 | 65.00 | 2,600.00 | 70.00 | 2,800.00 | 40.00 | 1,600.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 3,520 | LNFT | 1.00 | 3,520.00 | 7.50 | 26,400.00 | 1.30 | 4,576.00 | 10.00 | 35,200.00 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 34,000 | INLF | 2.00 | 68,000.00 | 1.00 | 34,000.00 | 1.00 | 34,000.00 | 1.00 | 34,000.00 |
| 0044 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 2,890 | INLF | 3.00 | 8,670.00 | 1.20 | 3,468.00 | 1.25 | 3,612.50 | 1.00 | 2,890.00 |
| 0045 | NS-ENH-18040 | Retaining Walls (See Supplemental Description) | 428 | LNFT | 125.00 | 53,500.00 | 125.00 | 53,500.00 | 135.00 | 57,780.00 | 295.00 | 126,260.00 |
| 0046 | NS-P26-00077 | Railroad Track Repair | 3,725 | LNFT | 500.00 | 1,862,500.00 | 575.00 | 2,141,875.00 | 610.00 | 2,272,250.00 | 605.00 | 2,253,625.00 |
| CONTRACTOR TOTAL | 3,389,765.68 | 3,596,285.50 | 3,713,166.00 | 3,929,942.69 | ||||||||