Bid Tabulations
Letting of
06/09/2010
LA DOTD Headquarters
| Lead Project: 713-30-0130 | |
| Parish: LaSalle | |
| Routes: | |
| Description: BRASHER ROAD BRIDGE OVER COW CREEK | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $667,505.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $599,363.00 |
| 2 | 30774 | Progressive Construction Co., Inc. | $599,528.70 |
| 3 | 43371 | RMD Holdings Ltd | $629,949.41 |
| 4 | 44289 | Jeff Mercer LLC | $666,005.05 |
| 5 | 09090 | Guinn Brothers, LLC. | $795,265.00 |
| 6 | 23112 | Ben Allen, Inc. | $798,555.50 |
| 7 | 12312 | Gilchrist Construction Co. LLC | $803,658.50 |
| 8 | 18546 | C W & W Contractors, Inc. | $808,893.50 |
| 9 | 32044 | Quality Design & Construction, LLC | $832,636.77 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Progressive Construction Co., Inc. |
- 3 - RMD Holdings Ltd |
- 4 - Jeff Mercer 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 | 13,000.00 | 13,000.00 | 23,000.00 | 23,000.00 | 3,795.00 | 3,795.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 22.6'X57.8' TIMBER BRIDGE) | 2 | EACH | 5,000.00 | 10,000.00 | 3,500.00 | 7,000.00 | 6,279.00 | 12,558.00 | 5,000.00 | 10,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 387.1 | SQYD | 5.00 | 1,935.50 | 7.00 | 2,709.70 | 16.12 | 6,240.05 | 4.00 | 1,548.40 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 32,000.00 | 32,000.00 | 29,492.90 | 29,492.90 | 35,000.00 | 35,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 5.00 | 150.00 | 20.00 | 600.00 | 14.97 | 449.10 | 5.00 | 150.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 15.00 | 2,400.00 | 15.00 | 2,400.00 | 12.95 | 2,072.00 | 12.50 | 2,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 250.00 | 1,000.00 | 100.00 | 400.00 | 101.20 | 404.80 | 150.00 | 600.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,490 | LNFT | 3.00 | 4,470.00 | 2.00 | 2,980.00 | 2.53 | 3,769.70 | 1.60 | 2,384.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 293.2 | CUYD | 95.00 | 27,854.00 | 115.00 | 33,718.00 | 99.12 | 29,061.98 | 100.00 | 29,320.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 40 | CUYD | 50.00 | 2,000.00 | 100.00 | 4,000.00 | 99.12 | 3,964.80 | 45.00 | 1,800.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 1.00 | 100.00 | 50.00 | 5,000.00 | 99.12 | 9,912.00 | 35.00 | 3,500.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 232.4 | TON | 185.00 | 42,994.00 | 210.00 | 48,804.00 | 221.04 | 51,369.70 | 160.00 | 37,184.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 120 | LNFT | 55.00 | 6,600.00 | 40.00 | 4,800.00 | 47.38 | 5,685.60 | 65.00 | 7,800.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 100 | SQYD | 85.00 | 8,500.00 | 50.00 | 5,000.00 | 52.39 | 5,239.00 | 60.00 | 6,000.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 5.00 | 500.00 | 2.00 | 200.00 | 2.01 | 201.00 | 3.00 | 300.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 6,072.00 | 6,072.00 | 5,000.00 | 5,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,000.00 | 1,200.00 | 1,700.00 | 2,040.00 | 1,610.00 | 1,932.00 | 800.00 | 960.00 |
| 0018 | 717-01-00100 | Seeding | 28 | LB | 20.00 | 560.00 | 25.00 | 700.00 | 23.00 | 644.00 | 5.00 | 140.00 |
| 0019 | 718-01-00100 | Fertilizer | 617 | LB | 1.00 | 617.00 | 0.50 | 308.50 | 0.69 | 425.73 | 0.45 | 277.65 |
| 0020 | 726-01-00100 | Bedding Material | 422.3 | CUYD | 100.00 | 42,230.00 | 50.00 | 21,115.00 | 78.58 | 33,184.33 | 100.00 | 42,230.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 76,428.00 | 76,428.00 | 60,000.00 | 60,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 125.00 | 1,000.00 | 85.00 | 680.00 | 102.18 | 817.44 | 150.00 | 1,200.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 14,375.00 | 14,375.00 | 1,000.00 | 1,000.00 |
| 0024 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 106.42 | CUYD | 1,125.00 | 119,722.50 | 950.00 | 101,099.00 | 698.05 | 74,286.48 | 1,050.00 | 111,741.00 |
| 0025 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 216 | LNFT | 690.00 | 149,040.00 | 682.00 | 147,312.00 | 666.20 | 143,899.20 | 650.00 | 140,400.00 |
| 0026 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 120 | LNFT | 850.00 | 102,000.00 | 890.00 | 106,800.00 | 779.59 | 93,550.80 | 1,100.00 | 132,000.00 |
| 0027 | 806-01-00100 | Deformed Reinforcing Steel | 9,490 | LB | 1.00 | 9,490.00 | 1.25 | 11,862.50 | 2.12 | 20,118.80 | 3.00 | 28,470.00 |
| CONTRACTOR TOTAL | 599,363.00 | 599,528.70 | 629,949.41 | 666,005.05 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - Ben Allen, Inc. |
- 7 - Gilchrist Construction Co. LLC |
- 8 - C W & W Contractors, 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 | 27,500.00 | 27,500.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 22.6'X57.8' TIMBER BRIDGE) | 2 | EACH | 6,000.00 | 12,000.00 | 8,000.00 | 16,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 387.1 | SQYD | 5.00 | 1,935.50 | 10.00 | 3,871.00 | 10.00 | 3,871.00 | 5.00 | 1,935.50 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 10.00 | 300.00 | 14.00 | 420.00 | 15.00 | 450.00 | 10.00 | 300.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 5.00 | 800.00 | 10.00 | 1,600.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 42.00 | 168.00 | 350.00 | 1,400.00 | 125.00 | 500.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,490 | LNFT | 4.00 | 5,960.00 | 3.00 | 4,470.00 | 2.00 | 2,980.00 | 3.00 | 4,470.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 293.2 | CUYD | 85.00 | 24,922.00 | 115.00 | 33,718.00 | 125.00 | 36,650.00 | 110.00 | 32,252.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 40 | CUYD | 90.00 | 3,600.00 | 115.00 | 4,600.00 | 140.00 | 5,600.00 | 100.00 | 4,000.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 | 115.00 | 11,500.00 | 75.00 | 7,500.00 | 100.00 | 10,000.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 232.4 | TON | 275.00 | 63,910.00 | 210.00 | 48,804.00 | 170.00 | 39,508.00 | 250.00 | 58,100.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 120 | LNFT | 50.00 | 6,000.00 | 75.00 | 9,000.00 | 55.00 | 6,600.00 | 50.00 | 6,000.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 100 | SQYD | 150.00 | 15,000.00 | 97.00 | 9,700.00 | 90.00 | 9,000.00 | 90.00 | 9,000.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 10.00 | 1,000.00 | 3.00 | 300.00 | 3.50 | 350.00 | 3.00 | 300.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 2,000.00 | 2,400.00 | 1,000.00 | 1,200.00 | 515.00 | 618.00 | 3,000.00 | 3,600.00 |
| 0018 | 717-01-00100 | Seeding | 28 | LB | 15.00 | 420.00 | 50.00 | 1,400.00 | 10.00 | 280.00 | 50.00 | 1,400.00 |
| 0019 | 718-01-00100 | Fertilizer | 617 | LB | 1.00 | 617.00 | 2.00 | 1,234.00 | 0.50 | 308.50 | 3.00 | 1,851.00 |
| 0020 | 726-01-00100 | Bedding Material | 422.3 | CUYD | 85.00 | 35,895.50 | 95.00 | 40,118.50 | 90.00 | 38,007.00 | 110.00 | 46,453.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 90.00 | 720.00 | 90.00 | 720.00 | 100.00 | 800.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0024 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 106.42 | CUYD | 1,500.00 | 159,630.00 | 1,100.00 | 117,062.00 | 1,300.00 | 138,346.00 | 1,100.00 | 117,062.00 |
| 0025 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 216 | LNFT | 735.00 | 158,760.00 | 800.00 | 172,800.00 | 950.00 | 205,200.00 | 800.00 | 172,800.00 |
| 0026 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 120 | LNFT | 1,075.00 | 129,000.00 | 1,100.00 | 132,000.00 | 1,100.00 | 132,000.00 | 1,100.00 | 132,000.00 |
| 0027 | 806-01-00100 | Deformed Reinforcing Steel | 9,490 | LB | 3.50 | 33,215.00 | 3.00 | 28,470.00 | 3.00 | 28,470.00 | 3.00 | 28,470.00 |
| CONTRACTOR TOTAL | 795,265.00 | 798,555.50 | 803,658.50 | 808,893.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Quality Design & Construction, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 23,000.00 | 23,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 22.6'X57.8' TIMBER BRIDGE) | 2 | EACH | 11,100.00 | 22,200.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 387.1 | SQYD | 7.70 | 2,980.67 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 65,300.00 | 65,300.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 16.30 | 489.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 18.00 | 2,880.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 181.00 | 724.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,490 | LNFT | 3.70 | 5,513.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 293.2 | CUYD | 107.00 | 31,372.40 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 40 | CUYD | 143.00 | 5,720.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 105.00 | 10,500.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 232.4 | TON | 180.00 | 41,832.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 120 | LNFT | 46.00 | 5,520.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 100 | SQYD | 61.50 | 6,150.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 11.10 | 1,110.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,800.00 | 22,800.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 876.00 | 1,051.20 |
| 0018 | 717-01-00100 | Seeding | 28 | LB | 16.50 | 462.00 |
| 0019 | 718-01-00100 | Fertilizer | 617 | LB | 1.30 | 802.10 |
| 0020 | 726-01-00100 | Bedding Material | 422.3 | CUYD | 108.00 | 45,608.40 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 43,200.00 | 43,200.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 107.00 | 856.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,400.00 | 10,400.00 |
| 0024 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 106.42 | CUYD | 1,050.00 | 111,741.00 |
| 0025 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 216 | LNFT | 906.00 | 195,696.00 |
| 0026 | 805-12-05040 | Reinforced Concrete Box Culverts (10' x 8') | 120 | LNFT | 1,290.00 | 154,800.00 |
| 0027 | 806-01-00100 | Deformed Reinforcing Steel | 9,490 | LB | 2.10 | 19,929.00 |
| CONTRACTOR TOTAL | 832,636.77 | |||||