Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-05-0107 | |
| Parish: Avoyelles | |
| Routes: | |
| Description: LARGE ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,416,410.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39580 | Gerace Construction Llc | $1,297,403.00 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $1,440,455.40 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $1,448,098.66 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $1,482,859.60 |
| 5 | 09090 | Guinn Brothers, LLC. | $1,498,279.40 |
| 6 | 39462 | Jb James Construction Llc | $1,546,143.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gerace Construction Llc |
- 2 - Cecil D. Gassiott, LLC |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - Gilchrist Construction Co. 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 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 3+004.20,.5.56M X 8.39M TIMBER BR) STEEL BRIDGE WITH TIMBER PILES) | 1 | each | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 3+022.50; 4.9M X 45M 11-SPAN TREATED TIMBER BRIDGE | 1 | each | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 3+008.68; 6.11M X 17.37M 5-SPAN TREATED TIMBER BRIDGE | 1 | each | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 40,000.00 | 40,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 45 | each | 20.00 | 900.00 | 10.00 | 450.00 | 5.00 | 225.00 | 15.00 | 675.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 100 | ln m | 5.00 | 500.00 | 65.00 | 6,500.00 | 50.00 | 5,000.00 | 10.00 | 1,000.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | each | 175.00 | 1,050.00 | 170.00 | 1,020.00 | 250.00 | 1,500.00 | 295.00 | 1,770.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 584 | ln m | 5.00 | 2,920.00 | 8.00 | 4,672.00 | 7.00 | 4,088.00 | 4.50 | 2,628.00 |
| 0010 | 302-01-00100 | Class II Base Course | 440.9 | cu m | 140.00 | 61,726.00 | 150.00 | 66,135.00 | 135.00 | 59,521.50 | 150.00 | 66,135.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3 | cu m | 350.00 | 1,050.00 | 160.00 | 480.00 | 1,000.00 | 3,000.00 | 250.00 | 750.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 3 | cu m | 325.00 | 975.00 | 275.00 | 825.00 | 1.00 | 3.00 | 220.00 | 660.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 325 | Mg | 250.00 | 81,250.00 | 225.00 | 73,125.00 | 260.00 | 84,500.00 | 200.00 | 65,000.00 |
| 0014 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 54.5 | ln m | 245.00 | 13,352.50 | 150.00 | 8,175.00 | 220.00 | 11,990.00 | 255.00 | 13,897.50 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (450 mm PP/CMP) | 16 | ln m | 200.00 | 3,200.00 | 150.00 | 2,400.00 | 220.00 | 3,520.00 | 230.00 | 3,680.00 |
| 0016 | 701-05-02060 | Side Drain Pipe (Erosion) (600 mm PP/CMP) | 34 | ln m | 215.00 | 7,310.00 | 150.00 | 5,100.00 | 220.00 | 7,480.00 | 233.00 | 7,922.00 |
| 0017 | 702-03-00100 | Catch Basins (CB-01(M)) | 2 | each | 3,300.00 | 6,600.00 | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 | 3,200.00 | 6,400.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 45.72 | ln m | 200.00 | 9,144.00 | 195.00 | 8,915.40 | 183.75 | 8,401.05 | 210.00 | 9,601.20 |
| 0019 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 100.00 | 3,048.00 | 100.00 | 3,048.00 | 95.00 | 2,895.60 | 105.00 | 3,200.40 |
| 0020 | 705-01-00100 | Barbed Wire Fence | 54 | ln m | 17.50 | 945.00 | 36.00 | 1,944.00 | 16.10 | 869.40 | 18.00 | 972.00 |
| 0021 | 706-02-00200 | Concrete Drive (150 mm Thick) | 40.2 | sq m | 75.00 | 3,015.00 | 90.00 | 3,618.00 | 63.00 | 2,532.60 | 95.00 | 3,819.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 793 | sq m | 40.00 | 31,720.00 | 65.00 | 51,545.00 | 63.00 | 49,959.00 | 65.00 | 51,545.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 14,500.00 | 14,500.00 | 22,000.00 | 22,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.6 | Mg | 450.00 | 720.00 | 1,000.00 | 1,600.00 | 440.00 | 704.00 | 500.00 | 800.00 |
| 0025 | 717-01-00100 | Seeding | 20 | kg | 23.00 | 460.00 | 26.00 | 520.00 | 22.00 | 440.00 | 25.00 | 500.00 |
| 0026 | 718-01-00100 | Fertilizer | 449 | kg | 1.00 | 449.00 | 3.00 | 1,347.00 | 0.99 | 444.51 | 1.50 | 673.50 |
| 0027 | 725-03-00100 | Low Profile Runaround | 1 | each | 45,000.00 | 45,000.00 | 25,000.00 | 25,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 |
| 0028 | 726-01-00100 | Bedding Material | 48.7 | cu m | 130.00 | 6,331.00 | 125.00 | 6,087.50 | 130.00 | 6,331.00 | 145.00 | 7,061.50 |
| 0029 | 727-01-00100 | Mobilization | 1 | lump | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 |
| 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | each | 70.00 | 280.00 | 70.00 | 280.00 | 65.00 | 260.00 | 75.00 | 300.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | each | 80.00 | 1,120.00 | 80.00 | 1,120.00 | 75.00 | 1,050.00 | 85.00 | 1,190.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | lump | 24,000.00 | 24,000.00 | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 0033 | 804-01-00200 | Precast Concrete Piles (350 mm) | 1,218.5 | ln m | 160.00 | 194,960.00 | 189.00 | 230,296.50 | 190.00 | 231,515.00 | 115.00 | 140,127.50 |
| 0034 | 804-05-00200 | Precast Concrete Test Piles (350 mm) | 1 | each | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 |
| 0035 | 804-09-00100 | Loading Test Piles | 1 | each | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 3,000.00 | 3,000.00 | 13,000.00 | 13,000.00 |
| 0036 | 804-10-00100 | Reloading Test Piles | 1 | each | 2,000.00 | 2,000.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 |
| 0037 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.6 | cu m | 1,200.00 | 17,520.00 | 1,600.00 | 23,360.00 | 2,000.00 | 29,200.00 | 2,100.00 | 30,660.00 |
| 0038 | 805-10-01320 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 9 | span | 35,000.00 | 315,000.00 | 38,000.00 | 342,000.00 | 40,000.00 | 360,000.00 | 38,000.00 | 342,000.00 |
| 0039 | 805-10-02320 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) CURVED | 4 | span | 38,000.00 | 152,000.00 | 40,000.00 | 160,000.00 | 30,000.00 | 120,000.00 | 40,000.00 | 160,000.00 |
| 0040 | 805-12-02000 | Reinforced Concrete Box Culverts (1500 mm x 1500 mm) | 45 | ln m | 950.00 | 42,750.00 | 1,200.00 | 54,000.00 | 1,400.00 | 63,000.00 | 1,200.00 | 54,000.00 |
| 0041 | 806-01-00100 | Deformed Reinforcing Steel | 723 | kg | 2.50 | 1,807.50 | 4.00 | 2,892.00 | 3.00 | 2,169.00 | 4.00 | 2,892.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 400 | mmlm | 0.75 | 300.00 | 7.50 | 3,000.00 | 2.50 | 1,000.00 | 5.00 | 2,000.00 |
| 0043 | NS-800-00040 | Concrete Approach Slabs 7.3M CLR RDWY; 90 DEG CROSSING CURVED | 1 | each | 9,000.00 | 9,000.00 | 9,000.00 | 9,000.00 | 19,500.00 | 19,500.00 | 9,000.00 | 9,000.00 |
| 0044 | NS-800-00040 | Concrete Approach Slabs 7.3M CLR RDWY; 90 DEG CROSSING | 1 | each | 16,000.00 | 16,000.00 | 9,000.00 | 9,000.00 | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 90 DEG CROSSING, CURVED | 2 | each | 8,500.00 | 17,000.00 | 11,000.00 | 22,000.00 | 8,500.00 | 17,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 1,297,403.00 | 1,440,455.40 | 1,448,098.66 | 1,482,859.60 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - Jb James Construction Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 20,000.00 | 20,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 3+004.20,.5.56M X 8.39M TIMBER BR) STEEL BRIDGE WITH TIMBER PILES) | 1 | each | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 3+022.50; 4.9M X 45M 11-SPAN TREATED TIMBER BRIDGE | 1 | each | 15,000.00 | 15,000.00 | 21,000.00 | 21,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 3+008.68; 6.11M X 17.37M 5-SPAN TREATED TIMBER BRIDGE | 1 | each | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 50,000.00 | 50,000.00 | 153,000.00 | 153,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 45 | each | 10.00 | 450.00 | 15.00 | 675.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 100 | ln m | 1.00 | 100.00 | 45.00 | 4,500.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | each | 100.00 | 600.00 | 155.00 | 930.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 584 | ln m | 6.00 | 3,504.00 | 5.00 | 2,920.00 |
| 0010 | 302-01-00100 | Class II Base Course | 440.9 | cu m | 115.00 | 50,703.50 | 98.00 | 43,208.20 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3 | cu m | 200.00 | 600.00 | 130.00 | 390.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 3 | cu m | 200.00 | 600.00 | 250.00 | 750.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 325 | Mg | 250.00 | 81,250.00 | 225.00 | 73,125.00 |
| 0014 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 54.5 | ln m | 250.00 | 13,625.00 | 181.00 | 9,864.50 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (450 mm PP/CMP) | 16 | ln m | 115.00 | 1,840.00 | 145.00 | 2,320.00 |
| 0016 | 701-05-02060 | Side Drain Pipe (Erosion) (600 mm PP/CMP) | 34 | ln m | 250.00 | 8,500.00 | 165.00 | 5,610.00 |
| 0017 | 702-03-00100 | Catch Basins (CB-01(M)) | 2 | each | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 45.72 | ln m | 210.00 | 9,601.20 | 175.00 | 8,001.00 |
| 0019 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 115.00 | 3,505.20 | 90.00 | 2,743.20 |
| 0020 | 705-01-00100 | Barbed Wire Fence | 54 | ln m | 35.00 | 1,890.00 | 15.00 | 810.00 |
| 0021 | 706-02-00200 | Concrete Drive (150 mm Thick) | 40.2 | sq m | 100.00 | 4,020.00 | 75.00 | 3,015.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 793 | sq m | 95.00 | 75,335.00 | 53.00 | 42,029.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.6 | Mg | 2,500.00 | 4,000.00 | 900.00 | 1,440.00 |
| 0025 | 717-01-00100 | Seeding | 20 | kg | 40.00 | 800.00 | 45.00 | 900.00 |
| 0026 | 718-01-00100 | Fertilizer | 449 | kg | 4.00 | 1,796.00 | 2.00 | 898.00 |
| 0027 | 725-03-00100 | Low Profile Runaround | 1 | each | 45,000.00 | 45,000.00 | 75,000.00 | 75,000.00 |
| 0028 | 726-01-00100 | Bedding Material | 48.7 | cu m | 115.00 | 5,600.50 | 90.00 | 4,383.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | lump | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 |
| 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | each | 100.00 | 400.00 | 65.00 | 260.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | each | 100.00 | 1,400.00 | 75.00 | 1,050.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | lump | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 |
| 0033 | 804-01-00200 | Precast Concrete Piles (350 mm) | 1,218.5 | ln m | 200.00 | 243,700.00 | 123.00 | 149,875.50 |
| 0034 | 804-05-00200 | Precast Concrete Test Piles (350 mm) | 1 | each | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 |
| 0035 | 804-09-00100 | Loading Test Piles | 1 | each | 1.00 | 1.00 | 100.00 | 100.00 |
| 0036 | 804-10-00100 | Reloading Test Piles | 1 | each | 1.00 | 1.00 | 100.00 | 100.00 |
| 0037 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.6 | cu m | 2,000.00 | 29,200.00 | 2,000.00 | 29,200.00 |
| 0038 | 805-10-01320 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 9 | span | 32,500.00 | 292,500.00 | 31,000.00 | 279,000.00 |
| 0039 | 805-10-02320 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) CURVED | 4 | span | 35,000.00 | 140,000.00 | 31,500.00 | 126,000.00 |
| 0040 | 805-12-02000 | Reinforced Concrete Box Culverts (1500 mm x 1500 mm) | 45 | ln m | 1,750.00 | 78,750.00 | 1,400.00 | 63,000.00 |
| 0041 | 806-01-00100 | Deformed Reinforcing Steel | 723 | kg | 9.00 | 6,507.00 | 2.00 | 1,446.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 400 | mmlm | 6.25 | 2,500.00 | 4.00 | 1,600.00 |
| 0043 | NS-800-00040 | Concrete Approach Slabs 7.3M CLR RDWY; 90 DEG CROSSING CURVED | 1 | each | 20,000.00 | 20,000.00 | 7,500.00 | 7,500.00 |
| 0044 | NS-800-00040 | Concrete Approach Slabs 7.3M CLR RDWY; 90 DEG CROSSING | 1 | each | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 90 DEG CROSSING, CURVED | 2 | each | 12,500.00 | 25,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 1,498,279.40 | 1,546,143.40 | ||||||