Bid Tabulations
Letting of
06/27/2012
LA DOTD Headquarters
| Lead Project: 713-35-0119 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: ROCK'S CREEK ROAD BRIDGE | |
| Type Const: GRADING, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $682,947.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $611,611.61 |
| 2 | 39462 | Jb James Construction Llc | $657,898.50 |
| 3 | 18546 | C W & W Contractors, Inc. | $662,261.00 |
| 4 | 00044 | Guinn Construction, LLC | $699,996.50 |
| 5 | 56288 | Guinn Services, LLC | $702,105.50 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $741,673.80 |
| 7 | 48925 | David V. Temple | $819,247.50 |
| 8 | 12135 | Blount Bros. Construction, Inc. | $866,763.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Jb James Construction Llc |
- 3 - C W & W Contractors, Inc. |
- 4 - Guinn Construction, 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 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 22,000.00 | 22,000.00 | 28,000.00 | 28,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;20.3' X 60.0' BRIDGE) (CONCRETE DECK, TIMBER PILES) | 1 | EACH | 10,000.00 | 10,000.00 | 17,500.00 | 17,500.00 | 32,000.00 | 32,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 106,000.00 | 106,000.00 | 50,000.00 | 50,000.00 | 95,000.00 | 95,000.00 | 120,000.00 | 120,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 0.01 | 0.20 | 30.00 | 600.00 | 20.00 | 400.00 | 10.00 | 200.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 0.01 | 1.00 | 15.00 | 1,500.00 | 10.00 | 1,000.00 | 0.00 | 0.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 0.01 | 0.04 | 150.00 | 600.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 285 | LNFT | 3.00 | 855.00 | 4.00 | 1,140.00 | 2.00 | 570.00 | 2.00 | 570.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 117.9 | CUYD | 70.00 | 8,253.00 | 85.00 | 10,021.50 | 110.00 | 12,969.00 | 75.00 | 8,842.50 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 62.00 | 6,200.00 | 62.00 | 6,200.00 | 75.00 | 7,500.00 | 70.00 | 7,000.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 | 32.00 | 3,200.00 | 75.00 | 7,500.00 | 42.00 | 4,200.00 |
| 0011 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 731 | SQYD | 55.00 | 40,205.00 | 50.00 | 36,550.00 | 60.00 | 43,860.00 | 70.00 | 51,170.00 |
| 0012 | 711-04-00100 | Geotextile Fabric | 731 | SQYD | 3.00 | 2,193.00 | 2.00 | 1,462.00 | 3.00 | 2,193.00 | 5.00 | 3,655.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 2,000.00 | 1,800.00 | 850.00 | 765.00 | 1,500.00 | 1,350.00 |
| 0015 | 717-01-00100 | Seeding | 19 | LB | 50.00 | 950.00 | 25.00 | 475.00 | 10.00 | 190.00 | 25.00 | 475.00 |
| 0016 | 718-01-00100 | Fertilizer | 433 | LB | 1.00 | 433.00 | 2.00 | 866.00 | 1.00 | 433.00 | 1.00 | 433.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 | 48,500.00 | 48,500.00 |
| 0018 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 | 85.00 | 680.00 | 100.00 | 800.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 |
| 0020 | 804-01-00300 | Precast Concrete Piles (16") | 1,952 | LNFT | 65.00 | 126,880.00 | 67.00 | 130,784.00 | 75.00 | 146,400.00 | 75.00 | 146,400.00 |
| 0021 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.37 | 1.37 | 100.00 | 100.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0022 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 28,000.00 | 196,000.00 | 36,000.00 | 252,000.00 | 27,000.00 | 189,000.00 | 34,000.00 | 238,000.00 |
| 0023 | NS-800-00040 | Concrete Approach Slabs (28' CLR. RDWY; 45 DEGREE CROSSING) | 2 | EACH | 9,000.00 | 18,000.00 | 7,000.00 | 14,000.00 | 7,200.00 | 14,400.00 | 8,500.00 | 17,000.00 |
| CONTRACTOR TOTAL | 611,611.61 | 657,898.50 | 662,261.00 | 699,996.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Services, LLC |
- 6 - Cecil D. Gassiott, LLC |
- 7 - David V. Temple |
- 8 - Blount Bros. Construction, 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 | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;20.3' X 60.0' BRIDGE) (CONCRETE DECK, TIMBER PILES) | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 120,000.00 | 120,000.00 | 135,000.00 | 135,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 20.00 | 400.00 | 10.00 | 200.00 | 22.00 | 440.00 | 10.00 | 200.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 8.50 | 850.00 | 15.00 | 1,500.00 | 12.00 | 1,200.00 | 20.00 | 2,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 150.00 | 600.00 | 165.00 | 660.00 | 400.00 | 1,600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 285 | LNFT | 2.00 | 570.00 | 2.50 | 712.50 | 4.50 | 1,282.50 | 3.00 | 855.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 117.9 | CUYD | 100.00 | 11,790.00 | 110.00 | 12,969.00 | 95.00 | 11,200.50 | 80.00 | 9,432.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 70.00 | 7,000.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 33.00 | 3,300.00 | 35.00 | 3,500.00 | 50.00 | 5,000.00 |
| 0011 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 731 | SQYD | 72.00 | 52,632.00 | 60.00 | 43,860.00 | 75.00 | 54,825.00 | 70.00 | 51,170.00 |
| 0012 | 711-04-00100 | Geotextile Fabric | 731 | SQYD | 3.00 | 2,193.00 | 5.00 | 3,655.00 | 3.50 | 2,558.50 | 3.00 | 2,193.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 2,100.00 | 1,890.00 | 2,200.00 | 1,980.00 | 600.00 | 540.00 |
| 0015 | 717-01-00100 | Seeding | 19 | LB | 20.00 | 380.00 | 53.00 | 1,007.00 | 30.00 | 570.00 | 20.00 | 380.00 |
| 0016 | 718-01-00100 | Fertilizer | 433 | LB | 1.50 | 649.50 | 1.10 | 476.30 | 2.00 | 866.00 | 1.00 | 433.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 60,000.00 | 60,000.00 |
| 0018 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 85.00 | 680.00 | 88.00 | 704.00 | 150.00 | 1,200.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0020 | 804-01-00300 | Precast Concrete Piles (16") | 1,952 | LNFT | 70.00 | 136,640.00 | 87.00 | 169,824.00 | 105.00 | 204,960.00 | 130.00 | 253,760.00 |
| 0021 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 |
| 0022 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 30,500.00 | 213,500.00 | 34,000.00 | 238,000.00 | 36,500.00 | 255,500.00 | 40,000.00 | 280,000.00 |
| 0023 | NS-800-00040 | Concrete Approach Slabs (28' CLR. RDWY; 45 DEGREE CROSSING) | 2 | EACH | 12,500.00 | 25,000.00 | 7,500.00 | 15,000.00 | 10,000.00 | 20,000.00 | 17,000.00 | 34,000.00 |
| CONTRACTOR TOTAL | 702,105.50 | 741,673.80 | 819,247.50 | 866,763.00 | ||||||||