Bid Tabulations
Letting of
07/27/2011
LA DOTD Headquarters
| Lead Project: H.001401.6 | |
| Parish: Plaquemines | |
| Routes: LA 23 | |
| Description: LA 23 NEAR HAPPY JACK | |
| Type Const: DRAINAGE STRUCTURES AND RELATED WORK | |
| Estimated Construction Cost: $116,117.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34263 | La Contracting Enterprises Llc | $69,921.00 |
| 2 | 48896 | Command Construction Industries LLC | $107,617.00 |
| 3 | 06276 | Barriere Construction Co., LLC | $108,623.60 |
| 4 | 27634 | Phylway Construction Llc | $131,145.50 |
| 5 | 00935 | Fleming Construction Co., Inc. | $138,800.00 |
| 6 | 42620 | Cobalt Construction Inc. | $153,136.00 |
| 7 | 24901 | Hard Rock Construction LLC | $163,248.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - La Contracting Enterprises Llc |
- 2 - Command Construction Industries LLC |
- 3 - Barriere Construction Co., LLC |
- 4 - Phylway Construction Llc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 203-02-00100 | Drainage Excavation | 22 | CUYD | 25.00 | 550.00 | 50.00 | 1,100.00 | 105.00 | 2,310.00 | 21.00 | 462.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 5 | CUYD | 35.00 | 175.00 | 30.00 | 150.00 | 60.00 | 300.00 | 150.00 | 750.00 |
| 0004 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 120 | LNFT | 120.00 | 14,400.00 | 200.00 | 24,000.00 | 230.00 | 27,600.00 | 260.00 | 31,200.00 |
| 0005 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 64 | LNFT | 82.00 | 5,248.00 | 200.00 | 12,800.00 | 100.00 | 6,400.00 | 95.00 | 6,080.00 |
| 0006 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 3,600.00 | 10,800.00 | 5,000.00 | 15,000.00 | 3,650.00 | 10,950.00 | 2,800.00 | 8,400.00 |
| 0007 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 28 | SQYD | 50.00 | 1,400.00 | 65.00 | 1,820.00 | 95.00 | 2,660.00 | 110.00 | 3,080.00 |
| 0008 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,200.00 | 9,200.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 17,500.00 | 17,500.00 |
| 0009 | 717-01-00100 | Seeding | 2 | LB | 40.00 | 80.00 | 1.00 | 2.00 | 115.00 | 230.00 | 22.00 | 44.00 |
| 0010 | 718-01-00100 | Fertilizer | 15 | LB | 3.00 | 45.00 | 1.00 | 15.00 | 46.00 | 690.00 | 2.20 | 33.00 |
| 0011 | 726-01-00100 | Bedding Material | 43 | CUYD | 125.00 | 5,375.00 | 45.00 | 1,935.00 | 84.00 | 3,612.00 | 85.00 | 3,655.00 |
| 0012 | 727-01-00100 | Mobilization | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 18,500.00 | 18,500.00 |
| 0013 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 2,100.00 | 2,100.00 | 8,000.00 | 8,000.00 |
| 0014 | NS-200-00020 | Cleaning Existing Ditches | 300 | LNFT | 8.00 | 2,400.00 | 5.00 | 1,500.00 | 10.00 | 3,000.00 | 11.00 | 3,300.00 |
| 0015 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 55 | SQYD | 30.00 | 1,650.00 | 35.00 | 1,925.00 | 55.00 | 3,025.00 | 20.00 | 1,100.00 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 55 | SQYD | 110.00 | 6,050.00 | 200.00 | 11,000.00 | 210.00 | 11,550.00 | 300.00 | 16,500.00 |
| 0017 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 774 | INLF | 2.00 | 1,548.00 | 5.00 | 3,870.00 | 0.90 | 696.60 | 2.25 | 1,741.50 |
| 0018 | NS-602-00001 | Milling Concrete Pavement | 100 | SQYD | 50.00 | 5,000.00 | 25.00 | 2,500.00 | 70.00 | 7,000.00 | 108.00 | 10,800.00 |
| CONTRACTOR TOTAL | 69,921.00 | 107,617.00 | 108,623.60 | 131,145.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Fleming Construction Co., Inc. |
- 6 - Cobalt Construction Inc. |
- 7 - Hard Rock Construction LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 203-02-00100 | Drainage Excavation | 22 | CUYD | 200.00 | 4,400.00 | 400.00 | 8,800.00 | 150.00 | 3,300.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 5 | CUYD | 250.00 | 1,250.00 | 1,000.00 | 5,000.00 | 50.00 | 250.00 |
| 0004 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 120 | LNFT | 180.00 | 21,600.00 | 185.00 | 22,200.00 | 325.00 | 39,000.00 |
| 0005 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 64 | LNFT | 180.00 | 11,520.00 | 185.00 | 11,840.00 | 250.00 | 16,000.00 |
| 0006 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 6,000.00 | 18,000.00 | 5,300.00 | 15,900.00 | 5,500.00 | 16,500.00 |
| 0007 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 28 | SQYD | 145.00 | 4,060.00 | 285.00 | 7,980.00 | 200.00 | 5,600.00 |
| 0008 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0009 | 717-01-00100 | Seeding | 2 | LB | 50.00 | 100.00 | 2,000.00 | 4,000.00 | 100.00 | 200.00 |
| 0010 | 718-01-00100 | Fertilizer | 15 | LB | 20.00 | 300.00 | 40.00 | 600.00 | 40.00 | 600.00 |
| 0011 | 726-01-00100 | Bedding Material | 43 | CUYD | 150.00 | 6,450.00 | 140.00 | 6,020.00 | 100.00 | 4,300.00 |
| 0012 | 727-01-00100 | Mobilization | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 22,000.00 | 22,000.00 |
| 0013 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 |
| 0014 | NS-200-00020 | Cleaning Existing Ditches | 300 | LNFT | 30.00 | 9,000.00 | 13.00 | 3,900.00 | 25.00 | 7,500.00 |
| 0015 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 55 | SQYD | 100.00 | 5,500.00 | 70.00 | 3,850.00 | 140.00 | 7,700.00 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 55 | SQYD | 350.00 | 19,250.00 | 290.00 | 15,950.00 | 250.00 | 13,750.00 |
| 0017 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 774 | INLF | 5.00 | 3,870.00 | 4.00 | 3,096.00 | 2.00 | 1,548.00 |
| 0018 | NS-602-00001 | Milling Concrete Pavement | 100 | SQYD | 85.00 | 8,500.00 | 50.00 | 5,000.00 | 130.00 | 13,000.00 |
| CONTRACTOR TOTAL | 138,800.00 | 153,136.00 | 163,248.00 | |||||||