Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.006105.6 | |
| Parish: Evangeline | |
| Routes: | |
| Description: BRIDGE OVER PRONG BAYOU | |
| Type Const: CLEARING AND GRUBBING, GRADING, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $484,040.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 56288 | Guinn Services, LLC | $383,781.54 |
| 2 | 00044 | Guinn Construction, LLC | $435,470.00 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $487,406.60 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $497,674.20 |
| 5 | 39462 | Jb James Construction Llc | $521,851.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Services, LLC |
- 2 - Guinn Construction, LLC |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 3+000; 5.44M X 27.7M TIMBER BRIDGE | 1 | each | 5,500.00 | 5,500.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | lump | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 125 | each | 4.50 | 562.50 | 10.00 | 1,250.00 | 15.00 | 1,875.00 | 6.00 | 750.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 25 | ln m | 15.00 | 375.00 | 0.00 | 0.00 | 1.00 | 25.00 | 40.00 | 1,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | each | 100.00 | 400.00 | 100.00 | 400.00 | 250.00 | 1,000.00 | 150.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 50 | ln m | 6.50 | 325.00 | 3.00 | 150.00 | 10.00 | 500.00 | 10.00 | 500.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 78.9 | cu m | 110.00 | 8,679.00 | 110.00 | 8,679.00 | 69.00 | 5,444.10 | 130.00 | 10,257.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 30.48 | ln m | 228.00 | 6,949.44 | 250.00 | 7,620.00 | 220.00 | 6,705.60 | 250.00 | 7,620.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 135.00 | 4,114.80 | 150.00 | 4,572.00 | 130.00 | 3,962.40 | 140.00 | 4,267.20 |
| 0011 | 712-04-00100 | Flexible Revetment | 424 | sq m | 70.00 | 29,680.00 | 70.00 | 29,680.00 | 89.00 | 37,736.00 | 80.00 | 33,920.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 |
| 0013 | 716-01-00100 | Mulch (Vegetative) | 0.3 | Mg | 1,500.00 | 450.00 | 3,000.00 | 900.00 | 1,325.00 | 397.50 | 3,000.00 | 900.00 |
| 0014 | 717-01-00100 | Seeding | 3 | kg | 20.00 | 60.00 | 30.00 | 90.00 | 18.00 | 54.00 | 100.00 | 300.00 |
| 0015 | 718-01-00100 | Fertilizer | 56 | kg | 3.30 | 184.80 | 3.00 | 168.00 | 1.00 | 56.00 | 5.00 | 280.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | lump | 26,500.00 | 26,500.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 0017 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 100.00 | 800.00 | 100.00 | 800.00 | 85.00 | 680.00 | 80.00 | 640.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | lump | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 |
| 0019 | 804-01-00300 | Precast Concrete Piles (400 mm) | 456 | ln m | 200.00 | 91,200.00 | 235.00 | 107,160.00 | 245.00 | 111,720.00 | 215.00 | 98,040.00 |
| 0020 | 804-12-00100 | Loading Permanent Piles | 1 | each | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0021 | 805-10-01380 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Precast Span, Cast-in-Place Bents) | 7 | span | 26,000.00 | 182,000.00 | 28,000.00 | 196,000.00 | 31,750.00 | 222,250.00 | 32,000.00 | 224,000.00 |
| CONTRACTOR TOTAL | 383,781.54 | 435,470.00 | 487,406.60 | 497,674.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 40,000.00 | 40,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 3+000; 5.44M X 27.7M TIMBER BRIDGE | 1 | each | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | lump | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 125 | each | 9.00 | 1,125.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 25 | ln m | 55.00 | 1,375.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | each | 150.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 50 | ln m | 12.00 | 600.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 78.9 | cu m | 130.00 | 10,257.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 30.48 | ln m | 220.00 | 6,705.60 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 130.00 | 3,962.40 |
| 0011 | 712-04-00100 | Flexible Revetment | 424 | sq m | 64.00 | 27,136.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 15,000.00 | 15,000.00 |
| 0013 | 716-01-00100 | Mulch (Vegetative) | 0.3 | Mg | 3,000.00 | 900.00 |
| 0014 | 717-01-00100 | Seeding | 3 | kg | 110.00 | 330.00 |
| 0015 | 718-01-00100 | Fertilizer | 56 | kg | 5.00 | 280.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | lump | 52,000.00 | 52,000.00 |
| 0017 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 90.00 | 720.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | lump | 10,000.00 | 10,000.00 |
| 0019 | 804-01-00300 | Precast Concrete Piles (400 mm) | 456 | ln m | 210.00 | 95,760.00 |
| 0020 | 804-12-00100 | Loading Permanent Piles | 1 | each | 100.00 | 100.00 |
| 0021 | 805-10-01380 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Precast Span, Cast-in-Place Bents) | 7 | span | 30,000.00 | 210,000.00 |
| CONTRACTOR TOTAL | 521,851.00 | |||||