Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.006061.6 | |
| Parish: Caldwell | |
| Routes: | |
| Description: MCKNIGHT ROAD BRIDGE OVER HURRICANE CREEK | |
| Type Const: GRADING, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $516,663.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | WL Bass Construction Inc. | $448,711.90 |
| 2 | 00044 | Guinn Construction, LLC | $474,947.50 |
| 3 | 56288 | Guinn Services, LLC | $478,724.90 |
| 4 | 23112 | Ben Allen, Inc. | $489,120.00 |
| 5 | 14422 | T. L. Wallace Construction, Inc. | $563,732.99 |
| 6 | 14788 | Louisiana Bridge, Inc. | $603,602.00 |
| 7 | 39462 | Jb James Construction Llc | $668,495.00 |
| 8 | 12312 | Gilchrist Construction Co. LLC | $678,343.10 |
| 9 | 55519 | Key, LLC Of Mississippi | $1,126,279.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - WL Bass Construction Inc. |
- 2 - Guinn Construction, LLC |
- 3 - Guinn Services, LLC |
- 4 - Ben Allen, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100.00 | 100.00 | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) CROSS DRAIN; STA.15+00.00, 8.5'X80' ; STEEL RAIL CAR PIPE | 80 | LNFT | 50.00 | 4,000.00 | 75.00 | 6,000.00 | 145.00 | 11,600.00 | 100.00 | 8,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 6 | EACH | 1.00 | 6.00 | 10.00 | 60.00 | 135.00 | 810.00 | 0.00 | 0.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 1.00 | 90.00 | 0.00 | 0.00 | 20.00 | 1,800.00 | 0.00 | 0.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 1.00 | 2.00 | 100.00 | 200.00 | 125.00 | 250.00 | 0.00 | 0.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,479 | LNFT | 0.10 | 147.90 | 1.50 | 2,218.50 | 2.10 | 3,105.90 | 3.00 | 4,437.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 171.8 | CUYD | 60.00 | 10,308.00 | 85.00 | 14,603.00 | 80.00 | 13,744.00 | 115.00 | 19,757.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 100.00 | 10,000.00 | 75.00 | 7,500.00 | 70.00 | 7,000.00 | 90.00 | 9,000.00 |
| 0011 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 40.00 | 4,000.00 | 50.00 | 5,000.00 | 41.00 | 4,100.00 | 40.00 | 4,000.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 772 | SQYD | 53.00 | 40,916.00 | 72.00 | 55,584.00 | 70.00 | 54,040.00 | 75.00 | 57,900.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 772 | SQYD | 3.00 | 2,316.00 | 3.00 | 2,316.00 | 2.25 | 1,737.00 | 3.00 | 2,316.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 1,500.00 | 450.00 | 3,000.00 | 900.00 | 4,000.00 | 1,200.00 | 1,000.00 | 300.00 |
| 0016 | 717-01-00100 | Seeding | 7 | LB | 25.00 | 175.00 | 25.00 | 175.00 | 35.00 | 245.00 | 100.00 | 700.00 |
| 0017 | 718-01-00100 | Fertilizer | 150 | LB | 2.00 | 300.00 | 1.00 | 150.00 | 2.00 | 300.00 | 5.00 | 750.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 48,000.00 | 48,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 100.00 | 800.00 | 100.00 | 800.00 | 80.00 | 640.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,500.00 | 5,500.00 | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 |
| 0021 | 804-01-00200 | Precast Concrete Piles (14") | 1,224 | LNFT | 75.00 | 91,800.00 | 60.00 | 73,440.00 | 58.00 | 70,992.00 | 55.00 | 67,320.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 0.00 | 0.00 |
| 0023 | 805-10-02040 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) (Cast-in-Place Bents Only) CURVED | 5 | SPAN | 35,000.00 | 175,000.00 | 34,000.00 | 170,000.00 | 33,000.00 | 165,000.00 | 35,000.00 | 175,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 45 DEG CROSSING; CURVED; W/O ASPHALT | 2 | EACH | 9,500.00 | 19,000.00 | 10,000.00 | 20,000.00 | 11,500.00 | 23,000.00 | 10,500.00 | 21,000.00 |
| CONTRACTOR TOTAL | 448,711.90 | 474,947.50 | 478,724.90 | 489,120.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - T. L. Wallace Construction, Inc. |
- 6 - Louisiana Bridge, Inc. |
- 7 - Jb James Construction Llc |
- 8 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 | 19,000.00 | 19,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,060.00 | 3,060.00 | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 1,000.00 | 1,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) CROSS DRAIN; STA.15+00.00, 8.5'X80' ; STEEL RAIL CAR PIPE | 80 | LNFT | 86.65 | 6,932.00 | 125.00 | 10,000.00 | 100.00 | 8,000.00 | 150.00 | 12,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 32,000.00 | 32,000.00 | 75,000.00 | 75,000.00 | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 6 | EACH | 12.25 | 73.50 | 0.00 | 0.00 | 15.00 | 90.00 | 20.00 | 120.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 10.20 | 918.00 | 0.00 | 0.00 | 20.00 | 1,800.00 | 10.00 | 900.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 255.00 | 510.00 | 0.00 | 0.00 | 150.00 | 300.00 | 300.00 | 600.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,479 | LNFT | 2.05 | 3,031.95 | 0.00 | 0.00 | 2.00 | 2,958.00 | 1.50 | 2,218.50 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 171.8 | CUYD | 51.80 | 8,899.24 | 105.00 | 18,039.00 | 90.00 | 15,462.00 | 80.00 | 13,744.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 66.35 | 6,635.00 | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 75.00 | 7,500.00 |
| 0011 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 40.80 | 4,080.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 45.00 | 4,500.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 772 | SQYD | 66.35 | 51,222.20 | 68.00 | 52,496.00 | 65.00 | 50,180.00 | 60.00 | 46,320.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 772 | SQYD | 2.40 | 1,852.80 | 3.00 | 2,316.00 | 2.50 | 1,930.00 | 1.80 | 1,389.60 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,840.00 | 4,840.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 3,060.00 | 918.00 | 3,300.00 | 990.00 | 3,000.00 | 900.00 | 3,100.00 | 930.00 |
| 0016 | 717-01-00100 | Seeding | 7 | LB | 51.00 | 357.00 | 50.00 | 350.00 | 50.00 | 350.00 | 55.00 | 385.00 |
| 0017 | 718-01-00100 | Fertilizer | 150 | LB | 3.55 | 532.50 | 7.00 | 1,050.00 | 3.50 | 525.00 | 4.00 | 600.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 39,000.00 | 39,000.00 | 62,000.00 | 62,000.00 | 65,000.00 | 65,000.00 | 60,000.00 | 60,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 86.75 | 694.00 | 85.00 | 680.00 | 90.00 | 720.00 | 100.00 | 800.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0021 | 804-01-00200 | Precast Concrete Piles (14") | 1,224 | LNFT | 55.70 | 68,176.80 | 70.00 | 85,680.00 | 70.00 | 85,680.00 | 64.00 | 78,336.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 29,000.00 | 29,000.00 | 1.00 | 1.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 |
| 0023 | 805-10-02040 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) (Cast-in-Place Bents Only) CURVED | 5 | SPAN | 47,000.00 | 235,000.00 | 42,000.00 | 210,000.00 | 50,000.00 | 250,000.00 | 50,000.00 | 250,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 45 DEG CROSSING; CURVED; W/O ASPHALT | 2 | EACH | 12,000.00 | 24,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 563,732.99 | 603,602.00 | 668,495.00 | 678,343.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Key, LLC Of Mississippi |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) CROSS DRAIN; STA.15+00.00, 8.5'X80' ; STEEL RAIL CAR PIPE | 80 | LNFT | 6,500.00 | 520,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 6 | EACH | 150.00 | 900.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 20.00 | 1,800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 15.00 | 30.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,479 | LNFT | 3.00 | 4,437.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 171.8 | CUYD | 85.00 | 14,603.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 |
| 0011 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 772 | SQYD | 60.00 | 46,320.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 772 | SQYD | 3.25 | 2,509.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,750.00 | 4,750.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 500.00 | 150.00 |
| 0016 | 717-01-00100 | Seeding | 7 | LB | 20.00 | 140.00 |
| 0017 | 718-01-00100 | Fertilizer | 150 | LB | 4.00 | 600.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0021 | 804-01-00200 | Precast Concrete Piles (14") | 1,224 | LNFT | 60.00 | 73,440.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 10,000.00 | 10,000.00 |
| 0023 | 805-10-02040 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) (Cast-in-Place Bents Only) CURVED | 5 | SPAN | 40,000.00 | 200,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 45 DEG CROSSING; CURVED; W/O ASPHALT | 2 | EACH | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 1,126,279.00 | |||||