Bid Tabulations
Letting of
10/26/2011
LA DOTD Headquarters
| Lead Project: 713-19-0108 | |
| Parish: East Feliciana | |
| Routes: | |
| Description: NESOM and WADD KENT ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, GRADING, REMOVAL OF TIMBER BRIDGES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, PRECAST CONCRETE SLAB BRIDGES, AND RELATED WORK | |
| Estimated Construction Cost: $723,022.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39580 | Gerace Construction Llc | $623,361.50 |
| 2 | 09090 | Guinn Brothers, LLC. | $629,033.00 |
| 3 | 39462 | Jb James Construction Llc | $631,484.00 |
| 4 | 12136 | Shiloh Contractors, Inc. | $673,101.00 |
| 5 | 00481 | Coastal Bridge Co., L.L.C. | $697,027.20 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $714,009.70 |
| 7 | 51413 | Iverstine & Campbell LLC | $738,125.80 |
| 8 | 07740 | Cajun Constructors, Inc. | $761,400.00 |
| 9 | 55519 | Key, LLC Of Mississippi | $819,624.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gerace Construction Llc |
- 2 - Guinn Brothers, LLC. |
- 3 - Jb James Construction Llc |
- 4 - Shiloh Contractors, 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 | 20,000.00 | 20,000.00 | 23,000.00 | 23,000.00 | 45,000.00 | 45,000.00 | 4,000.00 | 4,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 57' TIMBER BRIDGE) | 1 | EACH | 8,500.00 | 8,500.00 | 6,500.00 | 6,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 39' TIMBER BRIDGE) | 1 | EACH | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 13,500.00 | 13,500.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 38,000.00 | 38,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 38,000.00 | 38,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 10.00 | 600.00 | 10.00 | 600.00 | 12.00 | 720.00 | 15.00 | 900.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 480 | LNFT | 2.00 | 960.00 | 0.00 | 0.00 | 10.00 | 4,800.00 | 1.00 | 480.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 120.00 | 960.00 | 150.00 | 1,200.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,550 | LNFT | 1.00 | 1,550.00 | 3.00 | 4,650.00 | 2.00 | 3,100.00 | 3.00 | 4,650.00 |
| 0009 | 302-01-00100 | Class II Base Course | 164.9 | CUYD | 125.00 | 20,612.50 | 100.00 | 16,490.00 | 120.00 | 19,788.00 | 100.00 | 16,490.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 9 | CUYD | 150.00 | 1,350.00 | 150.00 | 1,350.00 | 130.00 | 1,170.00 | 125.00 | 1,125.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 140.4 | CUYD | 95.00 | 13,338.00 | 100.00 | 14,040.00 | 100.00 | 14,040.00 | 100.00 | 14,040.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 128.6 | TON | 225.00 | 28,935.00 | 190.00 | 24,434.00 | 200.00 | 25,720.00 | 275.00 | 35,365.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 | 62.00 | 12,400.00 | 57.00 | 11,400.00 | 75.00 | 15,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 35.00 | 7,000.00 | 35.00 | 7,000.00 | 31.00 | 6,200.00 | 32.00 | 6,400.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 210 | LNFT | 8.00 | 1,680.00 | 15.00 | 3,150.00 | 9.00 | 1,890.00 | 18.00 | 3,780.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 703 | SQYD | 50.00 | 35,150.00 | 75.00 | 52,725.00 | 45.00 | 31,635.00 | 60.00 | 42,180.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 703 | SQYD | 2.00 | 1,406.00 | 4.00 | 2,812.00 | 2.00 | 1,406.00 | 3.00 | 2,109.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 7,000.00 | 7,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,600.00 | 800.00 | 2,500.00 | 1,250.00 | 2,000.00 | 1,000.00 | 1,800.00 | 900.00 |
| 0020 | 717-01-00100 | Seeding | 12 | LB | 25.00 | 300.00 | 15.00 | 180.00 | 25.00 | 300.00 | 15.00 | 180.00 |
| 0021 | 718-01-00100 | Fertilizer | 250 | LB | 1.00 | 250.00 | 1.00 | 250.00 | 2.00 | 500.00 | 5.00 | 1,250.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 48,500.00 | 48,500.00 | 65,000.00 | 65,000.00 | 56,000.00 | 56,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 80.00 | 1,280.00 | 100.00 | 1,600.00 | 80.00 | 1,280.00 | 75.00 | 1,200.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,000.00 | 19,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 1,605 | LNFT | 70.00 | 112,350.00 | 60.00 | 96,300.00 | 75.00 | 120,375.00 | 70.00 | 112,350.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 1.00 | 2.00 | 100.00 | 200.00 | 1.00 | 2.00 |
| 0027 | 805-10-01360 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Precast) (24' RDWY, 90 DEG CROSSING) (PRECAST) | 8 | SPAN | 25,000.00 | 200,000.00 | 28,000.00 | 224,000.00 | 22,000.00 | 176,000.00 | 32,000.00 | 256,000.00 |
| 0028 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 8,500.00 | 17,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 623,361.50 | 629,033.00 | 631,484.00 | 673,101.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Coastal Bridge Co., L.L.C. |
- 6 - Cecil D. Gassiott, LLC |
- 7 - Iverstine & Campbell LLC |
- 8 - Cajun Constructors, 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 | 12,700.00 | 12,700.00 | 16,650.00 | 16,650.00 | 5,500.00 | 5,500.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 57' TIMBER BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 | 11,500.00 | 11,500.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 39' TIMBER BRIDGE) | 1 | EACH | 16,000.00 | 16,000.00 | 7,600.00 | 7,600.00 | 6,500.00 | 6,500.00 | 5,200.00 | 5,200.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 | 45,000.00 | 45,000.00 | 53,000.00 | 53,000.00 | 60,661.50 | 60,661.50 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 15.00 | 900.00 | 10.00 | 600.00 | 25.00 | 1,500.00 | 21.00 | 1,260.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 480 | LNFT | 14.50 | 6,960.00 | 21.00 | 10,080.00 | 5.00 | 2,400.00 | 9.00 | 4,320.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 150.00 | 1,200.00 | 200.00 | 1,600.00 | 50.00 | 400.00 | 175.00 | 1,400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,550 | LNFT | 2.50 | 3,875.00 | 2.52 | 3,906.00 | 2.50 | 3,875.00 | 2.00 | 3,100.00 |
| 0009 | 302-01-00100 | Class II Base Course | 164.9 | CUYD | 126.00 | 20,777.40 | 98.00 | 16,160.20 | 101.00 | 16,654.90 | 110.00 | 18,139.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 9 | CUYD | 105.00 | 945.00 | 120.00 | 1,080.00 | 101.00 | 909.00 | 120.00 | 1,080.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 140.4 | CUYD | 92.00 | 12,916.80 | 110.00 | 15,444.00 | 101.00 | 14,180.40 | 70.00 | 9,828.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 128.6 | TON | 175.00 | 22,505.00 | 230.00 | 29,578.00 | 250.00 | 32,150.00 | 325.00 | 41,795.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 71.00 | 14,200.00 | 65.00 | 13,000.00 | 75.00 | 15,000.00 | 80.00 | 16,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 39.00 | 7,800.00 | 35.00 | 7,000.00 | 55.00 | 11,000.00 | 40.00 | 8,000.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 210 | LNFT | 13.00 | 2,730.00 | 12.00 | 2,520.00 | 6.25 | 1,312.50 | 10.00 | 2,100.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 703 | SQYD | 65.00 | 45,695.00 | 62.00 | 43,586.00 | 92.50 | 65,027.50 | 80.00 | 56,240.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 703 | SQYD | 7.50 | 5,272.50 | 3.50 | 2,460.50 | 2.50 | 1,757.50 | 6.00 | 4,218.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 10,500.00 | 10,500.00 | 10,625.00 | 10,625.00 | 10,000.00 | 10,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,450.00 | 1,225.00 | 3,000.00 | 1,500.00 | 2,500.00 | 1,250.00 | 700.00 | 350.00 |
| 0020 | 717-01-00100 | Seeding | 12 | LB | 31.50 | 378.00 | 40.00 | 480.00 | 32.00 | 384.00 | 13.00 | 156.00 |
| 0021 | 718-01-00100 | Fertilizer | 250 | LB | 2.50 | 625.00 | 3.00 | 750.00 | 2.50 | 625.00 | 1.25 | 312.50 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 160,000.00 | 160,000.00 | 52,000.00 | 52,000.00 | 62,500.00 | 62,500.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 100.00 | 1,600.00 | 90.00 | 1,440.00 | 100.00 | 1,600.00 | 115.00 | 1,840.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 5,700.00 | 5,700.00 | 14,000.00 | 14,000.00 | 12,500.00 | 12,500.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 1,605 | LNFT | 64.50 | 103,522.50 | 55.00 | 88,275.00 | 95.00 | 152,475.00 | 80.00 | 128,400.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 100.00 | 200.00 | 5,000.00 | 10,000.00 | 1,250.00 | 2,500.00 | 5,000.00 | 10,000.00 |
| 0027 | 805-10-01360 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Precast) (24' RDWY, 90 DEG CROSSING) (PRECAST) | 8 | SPAN | 30,000.00 | 240,000.00 | 23,800.00 | 190,400.00 | 30,875.00 | 247,000.00 | 32,500.00 | 260,000.00 |
| 0028 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 11,000.00 | 22,000.00 | 8,600.00 | 17,200.00 | 9,000.00 | 18,000.00 | 6,000.00 | 12,000.00 |
| CONTRACTOR TOTAL | 697,027.20 | 714,009.70 | 738,125.80 | 761,400.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Key, LLC Of Mississippi |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 57' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 150+00; 19' X 39' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 65,000.00 | 65,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 12.00 | 720.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 480 | LNFT | 10.00 | 4,800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 120.00 | 960.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,550 | LNFT | 3.00 | 4,650.00 |
| 0009 | 302-01-00100 | Class II Base Course | 164.9 | CUYD | 85.00 | 14,016.50 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 9 | CUYD | 200.00 | 1,800.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 140.4 | CUYD | 85.00 | 11,934.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 128.6 | TON | 275.00 | 35,365.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 57.00 | 11,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 31.00 | 6,200.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 210 | LNFT | 10.00 | 2,100.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 703 | SQYD | 55.00 | 38,665.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 703 | SQYD | 3.00 | 2,109.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,000.00 | 1,000.00 |
| 0020 | 717-01-00100 | Seeding | 12 | LB | 25.00 | 300.00 |
| 0021 | 718-01-00100 | Fertilizer | 250 | LB | 2.00 | 500.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 82,000.00 | 82,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 80.00 | 1,280.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 1,605 | LNFT | 65.00 | 104,325.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 20,000.00 | 40,000.00 |
| 0027 | 805-10-01360 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Precast) (24' RDWY, 90 DEG CROSSING) (PRECAST) | 8 | SPAN | 37,000.00 | 296,000.00 |
| 0028 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 819,624.50 | |||||