Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 713-02-0127 | |
| Parish: Allen | |
| Routes: | |
| Description: BURNETT TOWN ROAD BRIDGE OVER AUSTIN BRANCH | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $637,160.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $515,410.70 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $517,594.40 |
| 3 | 39580 | Gerace Construction Llc | $555,472.00 |
| 4 | 48925 | David V. Temple | $579,963.21 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $618,005.90 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $681,813.90 |
| 7 | 39462 | Jb James Construction Llc | $879,971.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Gerace Construction Llc |
- 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 | 20,000.00 | 20,000.00 | 47,000.00 | 47,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+20;21.6' X 40.0' 4-SPAN TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+20;21.9' X 40.0' 2-SPAN TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 856.3 | SQYD | 4.00 | 3,425.20 | 11.00 | 9,419.30 | 5.00 | 4,281.50 | 10.00 | 8,563.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 23,000.00 | 23,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 32,500.00 | 32,500.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 10.00 | 160.00 | 10.00 | 160.00 | 20.00 | 320.00 | 16.50 | 264.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 81 | LNFT | 1.00 | 81.00 | 5.00 | 405.00 | 3.00 | 243.00 | 25.00 | 2,025.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 200.00 | 800.00 | 100.00 | 400.00 | 165.00 | 660.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,157 | LNFT | 1.00 | 1,157.00 | 2.00 | 2,314.00 | 1.50 | 1,735.50 | 1.87 | 2,163.59 |
| 0010 | 302-01-00100 | Class II Base Course | 256.1 | CUYD | 90.00 | 23,049.00 | 113.00 | 28,939.30 | 80.00 | 20,488.00 | 45.00 | 11,524.50 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20 | CUYD | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 45.00 | 900.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 79.6 | CUYD | 90.00 | 7,164.00 | 0.01 | 0.80 | 65.00 | 5,174.00 | 45.00 | 3,582.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 200.7 | TON | 175.00 | 35,122.50 | 250.00 | 50,175.00 | 200.00 | 40,140.00 | 185.00 | 37,129.50 |
| 0014 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 168 | LNFT | 85.00 | 14,280.00 | 95.00 | 15,960.00 | 60.00 | 10,080.00 | 136.00 | 22,848.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.00 | 1,100.00 | 20.00 | 1,000.00 | 23.00 | 1,150.00 | 24.50 | 1,225.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 55.00 | 11,000.00 | 60.00 | 12,000.00 | 75.00 | 15,000.00 |
| 0017 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 | 30.00 | 3,000.00 | 35.00 | 3,500.00 | 36.00 | 3,600.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 2,650.00 | 10,600.00 |
| 0019 | 705-01-00100 | Barbed Wire Fence | 122 | LNFT | 10.00 | 1,220.00 | 10.00 | 1,220.00 | 10.00 | 1,220.00 | 15.00 | 1,830.00 |
| 0020 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 20.00 | 800.00 | 21.00 | 840.00 | 10.00 | 400.00 | 35.00 | 1,400.00 |
| 0021 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 440 | SQYD | 70.00 | 30,800.00 | 80.00 | 35,200.00 | 50.00 | 22,000.00 | 50.00 | 22,000.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 440 | SQYD | 2.00 | 880.00 | 2.00 | 880.00 | 1.50 | 660.00 | 2.50 | 1,100.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 16,500.00 | 16,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,000.00 | 900.00 | 1,000.00 | 900.00 | 1,000.00 | 900.00 | 1,650.00 | 1,485.00 |
| 0025 | 717-01-00100 | Seeding | 21 | LB | 10.00 | 210.00 | 9.00 | 189.00 | 10.00 | 210.00 | 0.22 | 4.62 |
| 0026 | 718-01-00100 | Fertilizer | 460 | LB | 1.00 | 460.00 | 1.00 | 460.00 | 1.00 | 460.00 | 0.88 | 404.80 |
| 0027 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 90 | SQYD | 10.00 | 900.00 | 3.00 | 270.00 | 3.00 | 270.00 | 1.98 | 178.20 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 13,500.00 | 13,500.00 | 48,500.00 | 48,500.00 | 52,500.00 | 52,500.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 100.00 | 1,200.00 | 80.00 | 960.00 | 90.00 | 1,080.00 | 88.00 | 1,056.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 17,500.00 | 17,500.00 |
| 0031 | 804-01-00200 | Precast Concrete Piles (14") | 1,168 | LNFT | 50.00 | 58,400.00 | 50.00 | 58,400.00 | 70.00 | 81,760.00 | 65.00 | 75,920.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 |
| 0033 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 30,000.00 | 90,000.00 | 25,000.00 | 75,000.00 | 30,000.00 | 90,000.00 | 32,500.00 | 97,500.00 |
| 0034 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 32,500.00 | 97,500.00 | 25,000.00 | 75,000.00 | 32,500.00 | 97,500.00 | 32,500.00 | 97,500.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 14,000.00 | 28,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 515,410.70 | 517,594.40 | 555,472.00 | 579,963.21 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Gilchrist Construction Co. LLC |
- 7 - Jb James Construction Llc |
|||
| 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 | 20,000.00 | 20,000.00 | 95,000.00 | 95,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+20;21.6' X 40.0' 4-SPAN TIMBER BRIDGE) | 1 | EACH | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+20;21.9' X 40.0' 2-SPAN TIMBER BRIDGE) | 1 | EACH | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 | 22,000.00 | 22,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 856.3 | SQYD | 3.00 | 2,568.90 | 10.00 | 8,563.00 | 5.00 | 4,281.50 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 29,000.00 | 29,000.00 | 57,000.00 | 57,000.00 | 58,000.00 | 58,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 10.00 | 160.00 | 22.00 | 352.00 | 15.00 | 240.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 81 | LNFT | 20.00 | 1,620.00 | 10.00 | 810.00 | 25.00 | 2,025.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 | 300.00 | 1,200.00 | 150.00 | 600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,157 | LNFT | 2.50 | 2,892.50 | 3.20 | 3,702.40 | 1.70 | 1,966.90 |
| 0010 | 302-01-00100 | Class II Base Course | 256.1 | CUYD | 90.00 | 23,049.00 | 100.00 | 25,610.00 | 130.00 | 33,293.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20 | CUYD | 85.00 | 1,700.00 | 150.00 | 3,000.00 | 120.00 | 2,400.00 |
| 0012 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 79.6 | CUYD | 85.00 | 6,766.00 | 85.00 | 6,766.00 | 100.00 | 7,960.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 200.7 | TON | 185.00 | 37,129.50 | 135.00 | 27,094.50 | 170.00 | 34,119.00 |
| 0014 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 168 | LNFT | 70.00 | 11,760.00 | 140.00 | 23,520.00 | 85.00 | 14,280.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 23.00 | 1,150.00 | 22.00 | 1,100.00 | 20.00 | 1,000.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 62.00 | 12,400.00 | 55.00 | 11,000.00 |
| 0017 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 32.00 | 3,200.00 | 30.00 | 3,000.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,600.00 | 10,400.00 | 2,300.00 | 9,200.00 | 2,000.00 | 8,000.00 |
| 0019 | 705-01-00100 | Barbed Wire Fence | 122 | LNFT | 10.00 | 1,220.00 | 11.00 | 1,342.00 | 10.00 | 1,220.00 |
| 0020 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 30.00 | 1,200.00 | 18.00 | 720.00 | 25.00 | 1,000.00 |
| 0021 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 440 | SQYD | 60.00 | 26,400.00 | 50.00 | 22,000.00 | 55.00 | 24,200.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 440 | SQYD | 3.00 | 1,320.00 | 2.60 | 1,144.00 | 2.40 | 1,056.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 | 1,700.00 | 1,530.00 | 1,500.00 | 1,350.00 |
| 0025 | 717-01-00100 | Seeding | 21 | LB | 20.00 | 420.00 | 10.00 | 210.00 | 10.00 | 210.00 |
| 0026 | 718-01-00100 | Fertilizer | 460 | LB | 2.00 | 920.00 | 2.00 | 920.00 | 0.80 | 368.00 |
| 0027 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 90 | SQYD | 2.00 | 180.00 | 3.00 | 270.00 | 1.80 | 162.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 67,000.00 | 67,000.00 | 84,000.00 | 84,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 80.00 | 960.00 | 100.00 | 1,200.00 | 80.00 | 960.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 14,000.00 | 14,000.00 |
| 0031 | 804-01-00200 | Precast Concrete Piles (14") | 1,168 | LNFT | 80.00 | 93,440.00 | 95.00 | 110,960.00 | 85.00 | 99,280.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 |
| 0033 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 27,500.00 | 82,500.00 | 30,000.00 | 90,000.00 | 45,000.00 | 135,000.00 |
| 0034 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 31,000.00 | 93,000.00 | 33,000.00 | 99,000.00 | 45,000.00 | 135,000.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,300.00 | 18,600.00 | 11,000.00 | 22,000.00 | 22,000.00 | 44,000.00 |
| CONTRACTOR TOTAL | 618,005.90 | 681,813.90 | 879,971.40 | |||||||