Bid Tabulations
Letting of
06/27/2012
LA DOTD Headquarters
| Lead Project: 713-35-0124 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: RUSSELL CEMETERY ROAD BRIDGE OVER BAYOU DERBONNE | |
| Type Const: GRADING, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $468,790.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $396,486.13 |
| 2 | 18546 | C W & W Contractors, Inc. | $421,317.00 |
| 3 | 00044 | Guinn Construction, LLC | $426,264.00 |
| 4 | 56288 | Guinn Services, LLC | $459,363.50 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $475,406.00 |
| 6 | 39462 | Jb James Construction Llc | $496,936.00 |
| 7 | 12135 | Blount Bros. Construction, Inc. | $665,848.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - C W & W Contractors, Inc. |
- 3 - Guinn Construction, LLC |
- 4 - Guinn Services, 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 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 300+00;15' X 75' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 12,000.00 | 12,000.00 | 28,000.00 | 28,000.00 | 11,000.00 | 11,000.00 | 16,500.00 | 16,500.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 0.01 | 1.00 | 20.00 | 2,000.00 | 10.00 | 1,000.00 | 10.00 | 1,000.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 20 | LNFT | 0.01 | 0.20 | 10.00 | 200.00 | 0.00 | 0.00 | 15.00 | 300.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 0.01 | 0.06 | 100.00 | 600.00 | 100.00 | 600.00 | 135.00 | 810.00 |
| 0007 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 7 | EACH | 0.01 | 0.07 | 100.00 | 700.00 | 500.00 | 3,500.00 | 450.00 | 3,150.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,380 | LNFT | 3.00 | 4,140.00 | 2.00 | 2,760.00 | 1.50 | 2,070.00 | 2.25 | 3,105.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 1.00 | 100.00 | 1.00 | 100.00 | 50.00 | 5,000.00 | 85.00 | 8,500.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 212.1 | CUYD | 48.00 | 10,180.80 | 130.00 | 27,573.00 | 80.00 | 16,968.00 | 85.00 | 18,028.50 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 50.00 | 1,000.00 | 55.00 | 1,100.00 | 100.00 | 2,000.00 | 55.00 | 1,100.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 62.00 | 6,200.00 | 75.00 | 7,500.00 | 70.00 | 7,000.00 | 70.00 | 7,000.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 | 75.00 | 7,500.00 | 40.00 | 4,000.00 | 47.50 | 4,750.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 251 | SQYD | 50.00 | 12,550.00 | 65.00 | 16,315.00 | 60.00 | 15,060.00 | 55.00 | 13,805.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 251 | SQYD | 3.00 | 753.00 | 3.00 | 753.00 | 5.00 | 1,255.00 | 4.00 | 1,004.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 750.00 | 675.00 | 1,500.00 | 1,350.00 | 1,800.00 | 1,620.00 |
| 0018 | 717-01-00100 | Seeding | 20 | LB | 50.00 | 1,000.00 | 10.00 | 200.00 | 15.00 | 300.00 | 20.00 | 400.00 |
| 0019 | 718-01-00100 | Fertilizer | 460 | LB | 2.00 | 920.00 | 1.00 | 460.00 | 1.00 | 460.00 | 1.50 | 690.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 38,000.00 | 38,000.00 | 42,000.00 | 42,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 85.00 | 680.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 6,500.00 | 6,500.00 |
| 0023 | 804-01-00200 | Precast Concrete Piles (14") | 1,680 | LNFT | 50.00 | 84,000.00 | 65.00 | 109,200.00 | 55.00 | 92,400.00 | 60.00 | 100,800.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0025 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 26,000.00 | 156,000.00 | 22,000.00 | 132,000.00 | 28,500.00 | 171,000.00 | 29,500.00 | 177,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 | 6,500.00 | 13,000.00 | 8,500.00 | 17,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 396,486.13 | 421,317.00 | 426,264.00 | 459,363.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Jb James Construction Llc |
- 7 - Blount Bros. Construction, Inc. |
|||
| 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 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 300+00;15' X 75' TIMBER BRIDGE) | 1 | EACH | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 23,000.00 | 23,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 9.00 | 900.00 | 15.00 | 1,500.00 | 10.00 | 1,000.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 20 | LNFT | 18.00 | 360.00 | 15.00 | 300.00 | 20.00 | 400.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 150.00 | 900.00 | 125.00 | 750.00 | 400.00 | 2,400.00 |
| 0007 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 7 | EACH | 500.00 | 3,500.00 | 500.00 | 3,500.00 | 500.00 | 3,500.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,380 | LNFT | 2.50 | 3,450.00 | 3.00 | 4,140.00 | 3.00 | 4,140.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 85.00 | 8,500.00 | 90.00 | 9,000.00 | 45.00 | 4,500.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 212.1 | CUYD | 100.00 | 21,210.00 | 90.00 | 19,089.00 | 50.00 | 10,605.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 110.00 | 2,200.00 | 55.00 | 1,100.00 | 60.00 | 1,200.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 64.00 | 6,400.00 | 62.00 | 6,200.00 | 70.00 | 7,000.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.00 | 3,400.00 | 32.00 | 3,200.00 | 50.00 | 5,000.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 251 | SQYD | 62.00 | 15,562.00 | 45.00 | 11,295.00 | 60.00 | 15,060.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 251 | SQYD | 4.00 | 1,004.00 | 2.00 | 502.00 | 3.00 | 753.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 2,000.00 | 1,800.00 | 700.00 | 630.00 |
| 0018 | 717-01-00100 | Seeding | 20 | LB | 50.00 | 1,000.00 | 25.00 | 500.00 | 20.00 | 400.00 |
| 0019 | 718-01-00100 | Fertilizer | 460 | LB | 2.00 | 920.00 | 2.00 | 920.00 | 1.00 | 460.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 80.00 | 640.00 | 150.00 | 1,200.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,500.00 | 4,500.00 | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 |
| 0023 | 804-01-00200 | Precast Concrete Piles (14") | 1,680 | LNFT | 65.00 | 109,200.00 | 55.00 | 92,400.00 | 120.00 | 201,600.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 | 100.00 | 100.00 | 2,000.00 | 2,000.00 |
| 0025 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 30,000.00 | 180,000.00 | 32,000.00 | 192,000.00 | 40,000.00 | 240,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 7,000.00 | 14,000.00 | 6,000.00 | 12,000.00 | 17,000.00 | 34,000.00 |
| CONTRACTOR TOTAL | 475,406.00 | 496,936.00 | 665,848.00 | |||||||