Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-53-0117 | |
| Parish: Tangipahoa | |
| Routes: | |
| Description: BOOKER ROAD II BRIDGE OVER SELSERS CREEK | |
| Type Const: GRADING, DRAINAGE STRUCTURES, ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $291,493.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14807 | Richard Price Contracting Co, Llc | $244,426.40 |
| 2 | 43371 | RMD Holdings Ltd | $288,790.22 |
| 3 | 04674 | Durr Heavy Construction L.L.C. | $299,247.99 |
| 4 | 12198 | Byron E. Talbot Contractor, Inc. | $299,956.05 |
| 5 | 09090 | Guinn Brothers, LLC. | $330,506.00 |
| 6 | 25088 | RCS Contractors, Inc. | $396,542.78 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Richard Price Contracting Co, Llc |
- 2 - RMD Holdings Ltd |
- 3 - Durr Heavy Construction L.L.C. |
- 4 - Byron E. Talbot Contractor, 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 | 9,000.00 | 9,000.00 | 5,405.40 | 5,405.40 | 1,990.85 | 1,990.85 | 8,500.00 | 8,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 20.3'X50.0' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 8,476.65 | 8,476.65 | 56,189.29 | 56,189.29 | 5,000.00 | 5,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 15,935.40 | 15,935.40 | 11,948.44 | 11,948.44 | 25,000.00 | 25,000.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 125.00 | 250.00 | 161.46 | 322.92 | 225.79 | 451.58 | 210.00 | 420.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 140 | LNFT | 4.00 | 560.00 | 3.12 | 437.35 | 2.45 | 343.00 | 4.50 | 630.00 |
| 0006 | 302-01-00100 | Class II Base Course | 106.8 | CUYD | 85.00 | 9,078.00 | 100.84 | 10,769.96 | 104.22 | 11,130.70 | 96.75 | 10,332.90 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 7 | CUYD | 87.00 | 609.00 | 100.84 | 705.90 | 87.06 | 609.42 | 90.00 | 630.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 40 | CUYD | 75.00 | 3,000.00 | 100.84 | 4,033.69 | 87.14 | 3,485.60 | 90.00 | 3,600.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 83.7 | TON | 231.00 | 19,334.70 | 251.55 | 21,054.74 | 302.72 | 25,337.66 | 370.00 | 30,969.00 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 120 | LNFT | 45.00 | 5,400.00 | 55.32 | 6,638.11 | 100.98 | 12,117.60 | 90.00 | 10,800.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,500.00 | 3,500.00 | 3,393.00 | 3,393.00 | 7,144.30 | 7,144.30 | 7,000.00 | 7,000.00 |
| 0012 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 4,600.00 | 920.00 | 1,638.00 | 327.60 | 1,089.80 | 217.96 | 4,250.00 | 850.00 |
| 0013 | 717-01-00100 | Seeding | 5 | LB | 41.00 | 205.00 | 23.40 | 117.00 | 36.33 | 181.65 | 38.00 | 190.00 |
| 0014 | 718-01-00100 | Fertilizer | 106 | LB | 4.00 | 424.00 | 0.70 | 74.41 | 2.42 | 256.52 | 3.25 | 344.50 |
| 0015 | 726-01-00100 | Bedding Material | 158.7 | CUYD | 45.00 | 7,141.50 | 83.16 | 13,198.06 | 75.09 | 11,916.78 | 82.00 | 13,013.40 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 13,000.00 | 13,000.00 | 40,335.75 | 40,335.75 | 31,511.08 | 31,511.08 | 18,750.00 | 18,750.00 |
| 0017 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 175.00 | 700.00 | 103.95 | 415.82 | 133.20 | 532.80 | 125.00 | 500.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,000.00 | 7,000.00 | 5,382.00 | 5,382.00 | 10,433.39 | 10,433.39 | 3,900.00 | 3,900.00 |
| 0019 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 45.58 | CUYD | 825.00 | 37,603.50 | 844.74 | 38,503.25 | 477.91 | 21,783.14 | 1,000.00 | 45,580.00 |
| 0020 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 150 | LNFT | 595.00 | 89,250.00 | 713.98 | 107,097.12 | 584.13 | 87,619.50 | 733.50 | 110,025.00 |
| 0021 | 806-01-00100 | Deformed Reinforcing Steel | 3,137 | LB | 1.10 | 3,450.70 | 1.97 | 6,166.09 | 1.29 | 4,046.73 | 1.25 | 3,921.25 |
| CONTRACTOR TOTAL | 244,426.40 | 288,790.22 | 299,247.99 | 299,956.05 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - RCS Contractors, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 15,000.00 | 15,000.00 | 165,000.00 | 165,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 20.3'X50.0' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 2,200.00 | 2,200.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 100.00 | 200.00 | 206.00 | 412.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 140 | LNFT | 5.00 | 700.00 | 4.12 | 576.80 |
| 0006 | 302-01-00100 | Class II Base Course | 106.8 | CUYD | 100.00 | 10,680.00 | 137.60 | 14,695.68 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 7 | CUYD | 100.00 | 700.00 | 137.60 | 963.20 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 40 | CUYD | 50.00 | 2,000.00 | 16.00 | 640.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 83.7 | TON | 350.00 | 29,295.00 | 155.00 | 12,973.50 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 120 | LNFT | 55.00 | 6,600.00 | 36.00 | 4,320.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 4,250.00 | 4,250.00 |
| 0012 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 5,000.00 | 1,000.00 | 4,000.00 | 800.00 |
| 0013 | 717-01-00100 | Seeding | 5 | LB | 50.00 | 250.00 | 36.00 | 180.00 |
| 0014 | 718-01-00100 | Fertilizer | 106 | LB | 5.00 | 530.00 | 3.10 | 328.60 |
| 0015 | 726-01-00100 | Bedding Material | 158.7 | CUYD | 100.00 | 15,870.00 | 30.00 | 4,761.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 |
| 0017 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 3,900.00 | 3,900.00 |
| 0019 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 45.58 | CUYD | 1,500.00 | 68,370.00 | 1,000.00 | 45,580.00 |
| 0020 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 150 | LNFT | 750.00 | 112,500.00 | 743.50 | 111,525.00 |
| 0021 | 806-01-00100 | Deformed Reinforcing Steel | 3,137 | LB | 3.00 | 9,411.00 | 1.00 | 3,137.00 |
| CONTRACTOR TOTAL | 330,506.00 | 396,542.78 | ||||||