Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 713-02-0125 | |
| Parish: Allen | |
| Routes: | |
| Description: CARRIER ROAD BRIDGE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SLAB SPAN BRIDGES AND RELATED WORK. | |
| Estimated Construction Cost: $753,799.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $557,266.00 |
| 2 | 09090 | Guinn Brothers, LLC. | $589,538.00 |
| 3 | 01012 | Cecil D. Gassiott, LLC | $643,821.00 |
| 4 | 39580 | Gerace Construction Llc | $689,955.00 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $739,610.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - Cecil D. Gassiott, LLC |
- 4 - Gerace 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 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 | 17,000.00 | 17,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+25;20.4' X 50.0' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+39;19.0' X 78.1' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 593 | SQYD | 4.00 | 2,372.00 | 5.00 | 2,965.00 | 3.00 | 1,779.00 | 5.00 | 2,965.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 38,000.00 | 38,000.00 | 30,000.00 | 30,000.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 54 | LNFT | 1.00 | 54.00 | 0.00 | 0.00 | 20.00 | 1,080.00 | 5.00 | 270.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 | 100.00 | 800.00 | 200.00 | 1,600.00 | 200.00 | 1,600.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,308 | LNFT | 2.00 | 2,616.00 | 1.00 | 1,308.00 | 2.50 | 3,270.00 | 1.75 | 2,289.00 |
| 0009 | 302-01-00100 | Class II Base Course | 397.8 | CUYD | 100.00 | 39,780.00 | 85.00 | 33,813.00 | 85.00 | 33,813.00 | 95.00 | 37,791.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 32 | CUYD | 80.00 | 2,560.00 | 100.00 | 3,200.00 | 75.00 | 2,400.00 | 115.00 | 3,680.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 309.6 | TON | 170.00 | 52,632.00 | 175.00 | 54,180.00 | 190.00 | 58,824.00 | 200.00 | 61,920.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 42 | LNFT | 85.00 | 3,570.00 | 60.00 | 2,520.00 | 150.00 | 6,300.00 | 65.00 | 2,730.00 |
| 0013 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 116 | LNFT | 85.00 | 9,860.00 | 100.00 | 11,600.00 | 118.00 | 13,688.00 | 70.00 | 8,120.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 58.00 | 11,600.00 | 64.00 | 12,800.00 | 50.00 | 10,000.00 | 65.00 | 13,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 30.00 | 6,000.00 | 35.00 | 7,000.00 | 11.00 | 2,200.00 | 35.00 | 7,000.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 165 | LNFT | 8.00 | 1,320.00 | 10.00 | 1,650.00 | 11.00 | 1,815.00 | 14.00 | 2,310.00 |
| 0017 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 20.00 | 1,600.00 | 30.00 | 2,400.00 | 15.00 | 1,200.00 | 15.00 | 1,200.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 490 | SQYD | 80.00 | 39,200.00 | 70.00 | 34,300.00 | 60.00 | 29,400.00 | 55.00 | 26,950.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 490 | SQYD | 2.00 | 980.00 | 3.00 | 1,470.00 | 3.00 | 1,470.00 | 3.00 | 1,470.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1,250.00 | 1,250.00 |
| 0022 | 717-01-00100 | Seeding | 22 | LB | 10.00 | 220.00 | 15.00 | 330.00 | 20.00 | 440.00 | 20.00 | 440.00 |
| 0023 | 718-01-00100 | Fertilizer | 500 | LB | 1.00 | 500.00 | 1.00 | 500.00 | 1.50 | 750.00 | 1.00 | 500.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 20,000.00 | 20,000.00 | 34,000.00 | 34,000.00 | 78,000.00 | 78,000.00 | 65,000.00 | 65,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 | 100.00 | 1,600.00 | 70.00 | 1,120.00 | 80.00 | 1,280.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 8,800.00 | 8,800.00 | 20,000.00 | 20,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 1,392 | LNFT | 50.00 | 69,600.00 | 50.00 | 69,600.00 | 66.00 | 91,872.00 | 70.00 | 97,440.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 |
| 0029 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 30,000.00 | 90,000.00 | 32,500.00 | 97,500.00 | 28,000.00 | 84,000.00 | 32,250.00 | 96,750.00 |
| 0030 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 27,000.00 | 135,000.00 | 30,000.00 | 150,000.00 | 24,500.00 | 122,500.00 | 30,000.00 | 150,000.00 |
| CONTRACTOR TOTAL | 557,266.00 | 589,538.00 | 643,821.00 | 689,955.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+25;20.4' X 50.0' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 105+39;19.0' X 78.1' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 593 | SQYD | 12.00 | 7,116.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 54 | LNFT | 10.00 | 540.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 250.00 | 2,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,308 | LNFT | 2.50 | 3,270.00 |
| 0009 | 302-01-00100 | Class II Base Course | 397.8 | CUYD | 90.00 | 35,802.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 32 | CUYD | 150.00 | 4,800.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 309.6 | TON | 150.00 | 46,440.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 42 | LNFT | 55.00 | 2,310.00 |
| 0013 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 116 | LNFT | 85.00 | 9,860.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 50.00 | 10,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 11.00 | 2,200.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 165 | LNFT | 12.00 | 1,980.00 |
| 0017 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 16.00 | 1,280.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 490 | SQYD | 55.00 | 26,950.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 490 | SQYD | 3.00 | 1,470.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,200.00 | 1,200.00 |
| 0022 | 717-01-00100 | Seeding | 22 | LB | 11.00 | 242.00 |
| 0023 | 718-01-00100 | Fertilizer | 500 | LB | 1.10 | 550.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 1,392 | LNFT | 75.00 | 104,400.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 |
| 0029 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 33,000.00 | 99,000.00 |
| 0030 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 30,000.00 | 150,000.00 |
| CONTRACTOR TOTAL | 739,610.00 | |||||