Bid Tabulations
Letting of
03/31/2010
LA DOTD Headquarters
| Lead Project: 713-37-0132 | |
| Parish: Ouachita | |
| Routes: | |
| Description: RED CUT LOOP ROAD BRIDGES | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK | |
| Estimated Construction Cost: $1,110,990.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49864 | Terral Construction L.L.C. | $852,693.85 |
| 2 | 14788 | Louisiana Bridge, Inc. | $869,286.30 |
| 3 | 09090 | Guinn Brothers, LLC. | $900,879.30 |
| 4 | 34567 | James Construction Group LLC | $912,329.35 |
| 5 | 23112 | Ben Allen, Inc. | $985,267.20 |
| 6 | 18546 | C W & W Contractors, Inc. | $1,039,618.50 |
| 7 | 39580 | Gerace Construction Llc | $1,068,901.55 |
| 8 | 09476 | Key Constructors, Inc. | $1,072,355.95 |
| 9 | 01012 | Cecil D. Gassiott, LLC | $1,147,352.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Terral Construction L.L.C. |
- 2 - Louisiana Bridge, Inc. |
- 3 - Guinn Brothers, LLC. |
- 4 - James Construction Group 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 | 24,000.00 | 24,000.00 | 5,600.00 | 5,600.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+30);23.0'X73.4' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 10,700.00 | 10,700.00 | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 108+68;23.0' X 59.0' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 11,500.00 | 11,500.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,716.2 | SQYD | 7.00 | 12,013.40 | 2.00 | 3,432.40 | 4.00 | 6,864.80 | 5.00 | 8,581.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 | 81,550.00 | 81,550.00 | 55,000.00 | 55,000.00 | 43,000.00 | 43,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 136 | EACH | 10.00 | 1,360.00 | 0.50 | 68.00 | 10.00 | 1,360.00 | 20.00 | 2,720.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 948 | LNFT | 1.00 | 948.00 | 3.00 | 2,844.00 | 3.00 | 2,844.00 | 3.50 | 3,318.00 |
| 0008 | 302-01-00100 | Class II Base Course | 353.9 | CUYD | 126.91 | 44,913.45 | 95.00 | 33,620.50 | 85.00 | 30,081.50 | 95.00 | 33,620.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22 | CUYD | 100.00 | 2,200.00 | 95.00 | 2,090.00 | 100.00 | 2,200.00 | 90.00 | 1,980.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 100.00 | 5,000.00 | 95.00 | 4,750.00 | 75.00 | 3,750.00 | 100.00 | 5,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 319.7 | TON | 240.00 | 76,728.00 | 250.00 | 79,925.00 | 250.00 | 79,925.00 | 170.00 | 54,349.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 62.00 | 12,400.00 | 62.00 | 12,400.00 | 54.00 | 10,800.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 38.00 | 7,600.00 | 31.00 | 6,200.00 | 36.00 | 7,200.00 | 30.00 | 6,000.00 |
| 0014 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 69 | LNFT | 10.00 | 690.00 | 20.00 | 1,380.00 | 20.00 | 1,380.00 | 18.80 | 1,297.20 |
| 0015 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 521 | SQYD | 71.00 | 36,991.00 | 95.00 | 49,495.00 | 80.00 | 41,680.00 | 65.00 | 33,865.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 521 | SQYD | 1.00 | 521.00 | 3.50 | 1,823.50 | 5.00 | 2,605.00 | 3.65 | 1,901.65 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,500.00 | 1,800.00 | 1,100.00 | 1,320.00 | 2,000.00 | 2,400.00 | 890.00 | 1,068.00 |
| 0019 | 717-01-00100 | Seeding | 28 | LB | 10.00 | 280.00 | 12.50 | 350.00 | 15.00 | 420.00 | 28.00 | 784.00 |
| 0020 | 718-01-00100 | Fertilizer | 617 | LB | 2.00 | 1,234.00 | 1.50 | 925.50 | 1.00 | 617.00 | 1.00 | 617.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 35,000.00 | 35,000.00 | 48,800.00 | 48,800.00 | 80,000.00 | 80,000.00 | 85,000.00 | 85,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 100.00 | 1,600.00 | 85.15 | 1,362.40 | 100.00 | 1,600.00 | 75.00 | 1,200.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 1,050 | LNFT | 60.00 | 63,000.00 | 60.00 | 63,000.00 | 60.00 | 63,000.00 | 80.00 | 84,000.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 954 | LNFT | 69.00 | 65,826.00 | 62.00 | 59,148.00 | 75.00 | 71,550.00 | 82.00 | 78,228.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 0.00 | 0.00 | 1.00 | 2.00 | 1.00 | 2.00 | 5,000.00 | 10,000.00 |
| 0027 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 29,999.00 | 149,995.00 | 30,000.00 | 150,000.00 | 30,000.00 | 150,000.00 | 30,000.00 | 150,000.00 |
| 0028 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 29,999.00 | 179,994.00 | 30,000.00 | 180,000.00 | 30,000.00 | 180,000.00 | 30,000.00 | 180,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 12,000.00 | 48,000.00 | 9,500.00 | 38,000.00 | 11,000.00 | 44,000.00 | 8,000.00 | 32,000.00 |
| CONTRACTOR TOTAL | 852,693.85 | 869,286.30 | 900,879.30 | 912,329.35 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Ben Allen, Inc. |
- 6 - C W & W Contractors, Inc. |
- 7 - Gerace Construction Llc |
- 8 - Key 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 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 70,000.00 | 70,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+30);23.0'X73.4' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 108+68;23.0' X 59.0' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,716.2 | SQYD | 6.00 | 10,297.20 | 5.00 | 8,581.00 | 4.00 | 6,864.80 | 6.00 | 10,297.20 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 | 110,000.00 | 110,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 136 | EACH | 14.00 | 1,904.00 | 10.00 | 1,360.00 | 20.00 | 2,720.00 | 1.00 | 136.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 948 | LNFT | 3.00 | 2,844.00 | 3.00 | 2,844.00 | 2.25 | 2,133.00 | 1.00 | 948.00 |
| 0008 | 302-01-00100 | Class II Base Course | 353.9 | CUYD | 115.00 | 40,698.50 | 100.00 | 35,390.00 | 115.00 | 40,698.50 | 100.00 | 35,390.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22 | CUYD | 115.00 | 2,530.00 | 100.00 | 2,200.00 | 115.00 | 2,530.00 | 115.00 | 2,530.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 115.00 | 5,750.00 | 100.00 | 5,000.00 | 90.00 | 4,500.00 | 1.00 | 50.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 319.7 | TON | 195.00 | 62,341.50 | 225.00 | 71,932.50 | 220.00 | 70,334.00 | 175.00 | 55,947.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 66.00 | 13,200.00 | 75.00 | 15,000.00 | 60.00 | 12,000.00 | 54.00 | 10,800.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 33.00 | 6,600.00 | 50.00 | 10,000.00 | 35.00 | 7,000.00 | 30.00 | 6,000.00 |
| 0014 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 69 | LNFT | 25.00 | 1,725.00 | 25.00 | 1,725.00 | 25.00 | 1,725.00 | 25.00 | 1,725.00 |
| 0015 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 521 | SQYD | 80.00 | 41,680.00 | 100.00 | 52,100.00 | 65.00 | 33,865.00 | 65.00 | 33,865.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 521 | SQYD | 3.00 | 1,563.00 | 3.00 | 1,563.00 | 1.00 | 521.00 | 2.25 | 1,172.25 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,000.00 | 1,200.00 | 1,500.00 | 1,800.00 | 550.00 | 660.00 | 890.00 | 1,068.00 |
| 0019 | 717-01-00100 | Seeding | 28 | LB | 50.00 | 1,400.00 | 50.00 | 1,400.00 | 7.50 | 210.00 | 20.00 | 560.00 |
| 0020 | 718-01-00100 | Fertilizer | 617 | LB | 2.00 | 1,234.00 | 3.00 | 1,851.00 | 0.65 | 401.05 | 1.00 | 617.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 80.00 | 1,280.00 | 100.00 | 1,600.00 | 88.70 | 1,419.20 | 75.00 | 1,200.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 1,050 | LNFT | 74.00 | 77,700.00 | 125.00 | 131,250.00 | 80.00 | 84,000.00 | 70.00 | 73,500.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 954 | LNFT | 80.00 | 76,320.00 | 130.00 | 124,020.00 | 80.00 | 76,320.00 | 75.00 | 71,550.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 0.00 | 0.00 | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 |
| 0027 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 35,000.00 | 175,000.00 | 25,000.00 | 125,000.00 | 35,000.00 | 175,000.00 | 35,000.00 | 175,000.00 |
| 0028 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 35,000.00 | 210,000.00 | 25,000.00 | 150,000.00 | 35,000.00 | 210,000.00 | 35,000.00 | 210,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 | 8,500.00 | 34,000.00 | 9,000.00 | 36,000.00 |
| CONTRACTOR TOTAL | 985,267.20 | 1,039,618.50 | 1,068,901.55 | 1,072,355.95 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 65,000.00 | 65,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+30);23.0'X73.4' TIMBER BRIDGE) | 1 | EACH | 17,000.00 | 17,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 108+68;23.0' X 59.0' TIMBER BRIDGE) | 1 | EACH | 17,000.00 | 17,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,716.2 | SQYD | 10.00 | 17,162.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 136 | EACH | 15.00 | 2,040.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 948 | LNFT | 3.75 | 3,555.00 |
| 0008 | 302-01-00100 | Class II Base Course | 353.9 | CUYD | 95.00 | 33,620.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22 | CUYD | 82.00 | 1,804.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 83.00 | 4,150.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 319.7 | TON | 225.00 | 71,932.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 58.00 | 11,600.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 32.00 | 6,400.00 |
| 0014 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 69 | LNFT | 10.00 | 690.00 |
| 0015 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 521 | SQYD | 75.00 | 39,075.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 521 | SQYD | 2.50 | 1,302.50 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 900.00 | 1,080.00 |
| 0019 | 717-01-00100 | Seeding | 28 | LB | 20.00 | 560.00 |
| 0020 | 718-01-00100 | Fertilizer | 617 | LB | 1.00 | 617.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 1,050 | LNFT | 62.00 | 65,100.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 954 | LNFT | 66.00 | 62,964.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 12,000.00 | 24,000.00 |
| 0027 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 37,000.00 | 185,000.00 |
| 0028 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 45,000.00 | 270,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 8,000.00 | 32,000.00 |
| CONTRACTOR TOTAL | 1,147,352.50 | |||||