Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-42-0144 | |
| Parish: Richland | |
| Routes: | |
| Description: BOSCO ROAD BRIDGE | |
| Type Const: GRADING, AGGREGATE ROADWAY SURFACING, SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $515,812.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $484,916.75 |
| 2 | 23112 | Ben Allen, Inc. | $508,102.00 |
| 3 | 18546 | C W & W Contractors, Inc. | $519,579.00 |
| 4 | 48925 | David V. Temple | $534,106.75 |
| 5 | 09476 | Key Constructors, Inc. | $542,763.50 |
| 6 | 09090 | Guinn Brothers, LLC. | $585,930.00 |
| 7 | 49239 | W L Bass Construction Inc. | $648,871.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - Ben Allen, Inc. |
- 3 - C W & W Contractors, Inc. |
- 4 - David V. Temple |
||||
| 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 | 2,400.00 | 2,400.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 3,200.00 | 3,200.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;25.1' X 153' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 4,700.00 | 4,700.00 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 13,000.00 | 13,000.00 | 28,000.00 | 28,000.00 | 20,000.00 | 20,000.00 | 17,500.00 | 17,500.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 1.00 | 10.00 | 14.00 | 140.00 | 10.00 | 100.00 | 22.00 | 220.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 150 | LNFT | 1.00 | 150.00 | 50.00 | 7,500.00 | 10.00 | 1,500.00 | 10.00 | 1,500.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 830 | LNFT | 3.00 | 2,490.00 | 3.00 | 2,490.00 | 3.00 | 2,490.00 | 3.50 | 2,905.00 |
| 0007 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 97 | CUYD | 105.00 | 10,185.00 | 105.00 | 10,185.00 | 100.00 | 9,700.00 | 100.00 | 9,700.00 |
| 0008 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 68.50 | 6,850.00 | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 65.00 | 6,500.00 |
| 0009 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.00 | 3,400.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 33.00 | 3,300.00 |
| 0010 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 405 | SQYD | 85.00 | 34,425.00 | 78.00 | 31,590.00 | 90.00 | 36,450.00 | 80.00 | 32,400.00 |
| 0011 | 711-04-00100 | Geotextile Fabric | 405 | SQYD | 3.00 | 1,215.00 | 3.00 | 1,215.00 | 3.00 | 1,215.00 | 3.50 | 1,417.50 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,200.00 | 3,200.00 | 6,000.00 | 6,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 |
| 0013 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,077.50 | 538.75 | 1,000.00 | 500.00 | 2,500.00 | 1,250.00 | 2,750.00 | 1,375.00 |
| 0014 | 717-01-00100 | Seeding | 12 | LB | 12.50 | 150.00 | 50.00 | 600.00 | 50.00 | 600.00 | 33.00 | 396.00 |
| 0015 | 718-01-00100 | Fertilizer | 259 | LB | 2.00 | 518.00 | 2.00 | 518.00 | 3.00 | 777.00 | 2.75 | 712.25 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 34,320.00 | 34,320.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0017 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.50 | 684.00 | 80.00 | 640.00 | 100.00 | 800.00 | 82.50 | 660.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 |
| 0019 | 804-01-00200 | Precast Concrete Piles (14") | 1,728 | LNFT | 60.00 | 103,680.00 | 58.00 | 100,224.00 | 82.00 | 141,696.00 | 65.00 | 112,320.00 |
| 0020 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0021 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 8 | SPAN | 30,000.00 | 240,000.00 | 30,000.00 | 240,000.00 | 23,000.00 | 184,000.00 | 32,500.00 | 260,000.00 |
| 0022 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 484,916.75 | 508,102.00 | 519,579.00 | 534,106.75 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Key Constructors, Inc. |
- 6 - Guinn Brothers, LLC. |
- 7 - W L Bass Construction Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;25.1' X 153' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 20.00 | 200.00 | 10.00 | 100.00 | 1.00 | 10.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 150 | LNFT | 10.00 | 1,500.00 | 0.00 | 0.00 | 1.00 | 150.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 830 | LNFT | 4.00 | 3,320.00 | 3.00 | 2,490.00 | 1.00 | 830.00 |
| 0007 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 97 | CUYD | 100.00 | 9,700.00 | 90.00 | 8,730.00 | 80.00 | 7,760.00 |
| 0008 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 75.00 | 7,500.00 |
| 0009 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 30.00 | 3,000.00 |
| 0010 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 405 | SQYD | 62.00 | 25,110.00 | 85.00 | 34,425.00 | 75.00 | 30,375.00 |
| 0011 | 711-04-00100 | Geotextile Fabric | 405 | SQYD | 4.00 | 1,620.00 | 5.00 | 2,025.00 | 2.00 | 810.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,200.00 | 7,200.00 | 8,500.00 | 8,500.00 | 7,000.00 | 7,000.00 |
| 0013 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,500.00 | 1,250.00 | 5,000.00 | 2,500.00 | 2,000.00 | 1,000.00 |
| 0014 | 717-01-00100 | Seeding | 12 | LB | 30.00 | 360.00 | 20.00 | 240.00 | 20.00 | 240.00 |
| 0015 | 718-01-00100 | Fertilizer | 259 | LB | 2.50 | 647.50 | 1.00 | 259.00 | 5.00 | 1,295.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 60,000.00 | 60,000.00 | 95,000.00 | 95,000.00 |
| 0017 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 150.00 | 1,200.00 | 75.00 | 600.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| 0019 | 804-01-00200 | Precast Concrete Piles (14") | 1,728 | LNFT | 52.00 | 89,856.00 | 70.00 | 120,960.00 | 100.00 | 172,800.00 |
| 0020 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0021 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 8 | SPAN | 28,800.00 | 230,400.00 | 32,000.00 | 256,000.00 | 32,000.00 | 256,000.00 |
| 0022 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 542,763.50 | 585,930.00 | 648,871.00 | |||||||