Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.006236.6 | |
| Parish: Rapides | |
| Routes: | |
| Description: CHENEYVILLE ECHO ROAD BRIDGES I AND II | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC SURFACE TREATMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,174,157.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $973,631.80 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $978,433.60 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $1,029,935.58 |
| 4 | 39462 | Jb James Construction Llc | $1,133,565.20 |
| 5 | 18546 | C W & W Contractors, Inc. | $1,229,110.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Jb James 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 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 17,300.00 | 17,300.00 | 75,000.00 | 75,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 8,000.00 | 8,000.00 | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 1+150; 7.8M X 34.8M TIMBER BRIDGE | 1 | each | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 1+150; 7.9M X 35.2M TIMBER BRIDGE | 1 | each | 14,000.00 | 14,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,185.1 | sq m | 4.00 | 4,740.40 | 7.00 | 8,295.70 | 9.00 | 10,665.90 | 6.00 | 7,110.60 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | lump | 55,000.00 | 55,000.00 | 65,000.00 | 65,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 40 | each | 15.00 | 600.00 | 20.00 | 800.00 | 16.50 | 660.00 | 25.00 | 1,000.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 92 | ln m | 110.00 | 10,120.00 | 20.00 | 1,840.00 | 30.00 | 2,760.00 | 50.00 | 4,600.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | each | 160.00 | 1,120.00 | 190.00 | 1,330.00 | 165.00 | 1,155.00 | 200.00 | 1,400.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 173 | ln m | 14.00 | 2,422.00 | 8.00 | 1,384.00 | 13.50 | 2,335.50 | 14.00 | 2,422.00 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 312.4 | cu m | 100.00 | 31,240.00 | 140.00 | 43,736.00 | 130.00 | 40,612.00 | 135.00 | 42,174.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 77 | cu m | 110.00 | 8,470.00 | 140.00 | 10,780.00 | 154.00 | 11,858.00 | 110.00 | 8,470.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 289.1 | Mg | 195.00 | 56,374.50 | 160.00 | 46,256.00 | 195.00 | 56,374.50 | 176.00 | 50,881.60 |
| 0014 | 701-05-01160 | Side Drain Pipe (1350 mm RCP/CMP) | 43.9 | ln m | 500.00 | 21,950.00 | 600.00 | 26,340.00 | 600.00 | 26,340.00 | 400.00 | 17,560.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 60.96 | ln m | 190.00 | 11,582.40 | 85.00 | 5,181.60 | 83.00 | 5,059.68 | 75.00 | 4,572.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | each | 2,200.00 | 17,600.00 | 2,400.00 | 19,200.00 | 2,650.00 | 21,200.00 | 2,400.00 | 19,200.00 |
| 0017 | 711-01-03000 | Riprap (15 kg, 350 mm Thick) | 623 | sq m | 75.00 | 46,725.00 | 50.00 | 31,150.00 | 57.00 | 35,511.00 | 62.00 | 38,626.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 623 | sq m | 5.00 | 3,115.00 | 3.00 | 1,869.00 | 3.50 | 2,180.50 | 3.00 | 1,869.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 17,500.00 | 17,500.00 | 13,000.00 | 13,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.39 | Mg | 1,500.00 | 2,085.00 | 800.00 | 1,112.00 | 1,600.00 | 2,224.00 | 1,550.00 | 2,154.50 |
| 0021 | 717-01-00100 | Seeding | 14 | kg | 50.00 | 700.00 | 25.00 | 350.00 | 48.00 | 672.00 | 45.00 | 630.00 |
| 0022 | 718-01-00100 | Fertilizer | 347 | kg | 2.50 | 867.50 | 3.90 | 1,353.30 | 2.50 | 867.50 | 2.50 | 867.50 |
| 0023 | 727-01-00100 | Mobilization | 1 | lump | 80,000.00 | 80,000.00 | 95,000.00 | 95,000.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 85.00 | 680.00 | 90.00 | 720.00 | 80.00 | 640.00 | 75.00 | 600.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | lump | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (350 mm) | 922 | ln m | 170.00 | 156,740.00 | 138.00 | 127,236.00 | 160.00 | 147,520.00 | 174.00 | 160,428.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 2 | each | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | 100.00 | 200.00 | 500.00 | 1,000.00 |
| 0028 | 805-10-02200 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 75 Degree Crossing) | 7 | span | 27,000.00 | 189,000.00 | 30,000.00 | 210,000.00 | 30,000.00 | 210,000.00 | 34,000.00 | 238,000.00 |
| 0029 | 805-10-02300 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) | 6 | span | 27,000.00 | 162,000.00 | 30,000.00 | 180,000.00 | 29,000.00 | 174,000.00 | 34,000.00 | 204,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 75 DEG CROSSING | 2 | each | 7,500.00 | 15,000.00 | 9,500.00 | 19,000.00 | 9,400.00 | 18,800.00 | 6,500.00 | 13,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 90 DEG CROSSING | 2 | each | 7,500.00 | 15,000.00 | 9,500.00 | 19,000.00 | 9,000.00 | 18,000.00 | 6,500.00 | 13,000.00 |
| CONTRACTOR TOTAL | 973,631.80 | 978,433.60 | 1,029,935.58 | 1,133,565.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - C W & W Contractors, Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 1+150; 7.8M X 34.8M TIMBER BRIDGE | 1 | each | 30,000.00 | 30,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STA 1+150; 7.9M X 35.2M TIMBER BRIDGE | 1 | each | 30,000.00 | 30,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,185.1 | sq m | 8.00 | 9,480.80 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | lump | 84,000.00 | 84,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 40 | each | 20.00 | 800.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 92 | ln m | 33.00 | 3,036.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | each | 100.00 | 700.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 173 | ln m | 7.00 | 1,211.00 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 312.4 | cu m | 150.00 | 46,860.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 77 | cu m | 165.00 | 12,705.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 289.1 | Mg | 190.00 | 54,929.00 |
| 0014 | 701-05-01160 | Side Drain Pipe (1350 mm RCP/CMP) | 43.9 | ln m | 525.00 | 23,047.50 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 60.96 | ln m | 100.00 | 6,096.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | each | 2,500.00 | 20,000.00 |
| 0017 | 711-01-03000 | Riprap (15 kg, 350 mm Thick) | 623 | sq m | 60.00 | 37,380.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 623 | sq m | 1.25 | 778.75 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 11,500.00 | 11,500.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.39 | Mg | 990.00 | 1,376.10 |
| 0021 | 717-01-00100 | Seeding | 14 | kg | 25.00 | 350.00 |
| 0022 | 718-01-00100 | Fertilizer | 347 | kg | 4.00 | 1,388.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | lump | 240,000.00 | 240,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 85.00 | 680.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | lump | 40,000.00 | 40,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (350 mm) | 922 | ln m | 195.00 | 179,790.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 2 | each | 1.00 | 2.00 |
| 0028 | 805-10-02200 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 75 Degree Crossing) | 7 | span | 25,000.00 | 175,000.00 |
| 0029 | 805-10-02300 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) | 6 | span | 25,000.00 | 150,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 75 DEG CROSSING | 2 | each | 7,000.00 | 14,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 8.5M CLR RDWY; 90 DEG CROSSING | 2 | each | 7,000.00 | 14,000.00 |
| CONTRACTOR TOTAL | 1,229,110.15 | |||||