Bid Tabulations
Letting of
03/30/2011
LA DOTD Headquarters
| Lead Project: 713-22-0120 | |
| Parish: Grant | |
| Routes: | |
| Description: EDWARDS ROAD BRIDGE OVER INDIAN CREEK | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $455,792.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $369,594.10 |
| 2 | 23112 | Ben Allen, Inc. | $415,080.50 |
| 3 | 12136 | Shiloh Contractors, Inc. | $432,644.00 |
| 4 | 39580 | Gerace Construction Llc | $434,856.50 |
| 5 | 49239 | W L Bass Construction Inc. | $437,693.50 |
| 6 | 34567 | James Construction Group Llc | $449,828.30 |
| 7 | 18546 | C W & W Contractors, Inc. | $460,710.00 |
| 8 | 09090 | Guinn Brothers, LLC. | $474,177.00 |
| 9 | 48925 | David V. Temple | $484,374.24 |
| 10 | 01012 | Cecil D. Gassiott, LLC | $505,467.50 |
| 11 | 12312 | Gilchrist Construction Co. LLC | $515,431.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Ben Allen, Inc. |
- 3 - Shiloh Contractors, Inc. |
- 4 - Gerace 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 | 7,000.00 | 7,000.00 | 7,500.00 | 7,500.00 | 2,000.00 | 2,000.00 | 17,000.00 | 17,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00; 19.74' X 72.07' TIMBER BR) BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 6,000.00 | 6,000.00 | 11,000.00 | 11,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 8,000.00 | 8,000.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 25.00 | 100.00 | 0.00 | 0.00 | 10.00 | 40.00 | 10.00 | 40.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 10.00 | 800.00 | 0.00 | 0.00 | 1.00 | 80.00 | 5.00 | 400.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 250.00 | 1,000.00 | 0.00 | 0.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 822 | LNFT | 2.00 | 1,644.00 | 2.00 | 1,644.00 | 3.00 | 2,466.00 | 2.50 | 2,055.00 |
| 0008 | 302-01-00100 | Class II Base Course | 202 | CUYD | 110.00 | 22,220.00 | 105.00 | 21,210.00 | 100.00 | 20,200.00 | 90.00 | 18,180.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 105.00 | 1,260.00 | 100.00 | 1,200.00 | 120.00 | 1,440.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 1.00 | 100.00 | 105.00 | 10,500.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 158.1 | TON | 181.00 | 28,616.10 | 185.00 | 29,248.50 | 250.00 | 39,525.00 | 145.00 | 22,924.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 54.00 | 5,400.00 | 70.00 | 7,000.00 | 63.50 | 6,350.00 | 55.00 | 5,500.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 47.95 | 4,795.00 | 33.00 | 3,300.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 456 | SQYD | 55.00 | 25,080.00 | 73.00 | 33,288.00 | 60.00 | 27,360.00 | 70.00 | 31,920.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 456 | SQYD | 2.25 | 1,026.00 | 5.00 | 2,280.00 | 2.00 | 912.00 | 2.00 | 912.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,000.00 | 9,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 3,000.00 | 600.00 | 2,000.00 | 400.00 | 1,000.00 | 200.00 | 3,300.00 | 660.00 |
| 0018 | 717-01-00100 | Seeding | 5 | LB | 55.00 | 275.00 | 60.00 | 300.00 | 10.00 | 50.00 | 60.00 | 300.00 |
| 0019 | 718-01-00100 | Fertilizer | 90 | LB | 6.00 | 540.00 | 3.00 | 270.00 | 0.50 | 45.00 | 6.50 | 585.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 14,000.00 | 14,000.00 | 25,000.00 | 25,000.00 | 48,000.00 | 48,000.00 | 40,000.00 | 40,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 74.00 | 592.00 | 75.00 | 600.00 | 65.00 | 520.00 | 80.00 | 640.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 |
| 0023 | 804-01-00300 | Precast Concrete Piles (16") | 1,260 | LNFT | 65.00 | 81,900.00 | 58.00 | 73,080.00 | 75.00 | 94,500.00 | 60.00 | 75,600.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 0.00 | 0.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 0025 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 27,000.00 | 135,000.00 | 30,000.00 | 150,000.00 | 28,000.00 | 140,000.00 | 30,000.00 | 150,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 7,000.00 | 14,000.00 | 9,000.00 | 18,000.00 | 8,500.00 | 17,000.00 | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 369,594.10 | 415,080.50 | 432,644.00 | 434,856.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W L Bass Construction Inc. |
- 6 - James Construction Group Llc |
- 7 - C W & W Contractors, Inc. |
- 8 - Guinn Brothers, 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 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00; 19.74' X 72.07' TIMBER BR) BRIDGE) | 1 | EACH | 2,500.00 | 2,500.00 | 24,000.00 | 24,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 0.00 | 0.00 | 13.50 | 54.00 | 10.00 | 40.00 | 10.00 | 40.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 0.00 | 0.00 | 3.20 | 256.00 | 10.00 | 800.00 | 1.00 | 80.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 0.00 | 0.00 | 175.00 | 700.00 | 125.00 | 500.00 | 100.00 | 400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 822 | LNFT | 18.00 | 14,796.00 | 0.75 | 616.50 | 3.00 | 2,466.00 | 3.00 | 2,466.00 |
| 0008 | 302-01-00100 | Class II Base Course | 202 | CUYD | 125.00 | 25,250.00 | 62.00 | 12,524.00 | 90.00 | 18,180.00 | 100.00 | 20,200.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 35.00 | 420.00 | 90.00 | 1,080.00 | 100.00 | 1,200.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 0.00 | 0.00 | 21.00 | 2,100.00 | 90.00 | 9,000.00 | 50.00 | 5,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 158.1 | TON | 215.00 | 33,991.50 | 168.00 | 26,560.80 | 250.00 | 39,525.00 | 250.00 | 39,525.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 54.00 | 5,400.00 | 70.00 | 7,000.00 | 64.00 | 6,400.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 40.00 | 4,000.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 35.00 | 3,500.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 456 | SQYD | 150.00 | 68,400.00 | 33.00 | 15,048.00 | 75.00 | 34,200.00 | 75.00 | 34,200.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 456 | SQYD | 1.00 | 456.00 | 2.00 | 912.00 | 3.00 | 1,368.00 | 5.00 | 2,280.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 6,500.00 | 6,500.00 | 7,500.00 | 7,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 2,000.00 | 400.00 | 5,000.00 | 1,000.00 | 2,500.00 | 500.00 | 8,000.00 | 1,600.00 |
| 0018 | 717-01-00100 | Seeding | 5 | LB | 10.00 | 50.00 | 25.00 | 125.00 | 100.00 | 500.00 | 25.00 | 125.00 |
| 0019 | 718-01-00100 | Fertilizer | 90 | LB | 5.00 | 450.00 | 8.00 | 720.00 | 3.00 | 270.00 | 2.00 | 180.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 44,000.00 | 44,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 74.00 | 592.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 9,500.00 | 9,500.00 | 4,500.00 | 4,500.00 |
| 0023 | 804-01-00300 | Precast Concrete Piles (16") | 1,260 | LNFT | 35.00 | 44,100.00 | 80.00 | 100,800.00 | 98.00 | 123,480.00 | 68.00 | 85,680.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0025 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 24,000.00 | 120,000.00 | 30,000.00 | 150,000.00 | 21,000.00 | 105,000.00 | 32,500.00 | 162,500.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 5,000.00 | 10,000.00 | 7,500.00 | 15,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 437,693.50 | 449,828.30 | 460,710.00 | 474,177.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - David V. Temple |
- 10 - Cecil D. Gassiott, LLC |
- 11 - Gilchrist Construction Co. LLC |
|||
| 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 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00; 19.74' X 72.07' TIMBER BR) BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 | 55,000.00 | 55,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 22.00 | 88.00 | 20.00 | 80.00 | 26.50 | 106.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 35.00 | 2,800.00 | 25.00 | 2,000.00 | 28.00 | 2,240.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 220.00 | 880.00 | 225.00 | 900.00 | 330.00 | 1,320.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 822 | LNFT | 2.03 | 1,668.66 | 2.25 | 1,849.50 | 1.40 | 1,150.80 |
| 0008 | 302-01-00100 | Class II Base Course | 202 | CUYD | 50.00 | 10,100.00 | 90.00 | 18,180.00 | 130.00 | 26,260.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 50.00 | 600.00 | 100.00 | 1,200.00 | 90.00 | 1,080.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 | 105.00 | 10,500.00 | 60.00 | 6,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 158.1 | TON | 184.80 | 29,216.88 | 200.00 | 31,620.00 | 140.00 | 22,134.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 59.40 | 5,940.00 | 58.00 | 5,800.00 | 59.00 | 5,900.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 33.00 | 3,300.00 | 32.00 | 3,200.00 | 30.00 | 3,000.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 456 | SQYD | 60.00 | 27,360.00 | 58.00 | 26,448.00 | 80.00 | 36,480.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 456 | SQYD | 2.50 | 1,140.00 | 2.50 | 1,140.00 | 3.00 | 1,368.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 5,500.00 | 1,100.00 | 5,000.00 | 1,000.00 | 3,300.00 | 660.00 |
| 0018 | 717-01-00100 | Seeding | 5 | LB | 27.50 | 137.50 | 20.00 | 100.00 | 5.50 | 27.50 |
| 0019 | 718-01-00100 | Fertilizer | 90 | LB | 8.80 | 792.00 | 5.00 | 450.00 | 6.50 | 585.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 44,000.00 | 44,000.00 | 52,000.00 | 52,000.00 | 50,000.00 | 50,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 81.40 | 651.20 | 85.00 | 680.00 | 80.00 | 640.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0023 | 804-01-00300 | Precast Concrete Piles (16") | 1,260 | LNFT | 70.00 | 88,200.00 | 82.00 | 103,320.00 | 68.00 | 85,680.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 3,800.00 | 3,800.00 |
| 0025 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 39,500.00 | 197,500.00 | 32,000.00 | 160,000.00 | 28,000.00 | 140,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 7,700.00 | 15,400.00 | 7,500.00 | 15,000.00 | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 484,374.24 | 505,467.50 | 515,431.30 | |||||||