Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-30-0133 | |
| Parish: LaSalle | |
| Routes: | |
| Description: COOPER LOOP BRIDGES | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $477,583.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $349,560.40 |
| 2 | 41947 | M & M Enterprises of Bastrop, LLC | $378,273.40 |
| 3 | 49239 | W L Bass Construction Inc. | $418,911.00 |
| 4 | 09090 | Guinn Brothers, LLC. | $455,111.50 |
| 5 | 32044 | Quality Design & Construction, LLC | $463,853.70 |
| 6 | 18546 | C W & W Contractors, Inc. | $497,605.50 |
| 7 | 12312 | Gilchrist Construction Co. LLC | $544,710.75 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - M & M Enterprises of Bastrop, LLC |
- 3 - W L Bass Construction Inc. |
- 4 - Guinn Brothers, 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 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 400+00, 14.7'X43.5' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 300+00; 16.2'X58.1' TIMBER BRIDGE) | 1 | EACH | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 7,000.00 | 7,000.00 |
| 0004 | 202-03-00010 | Relocation OF MAILBOX (STA 385+84 LT) | 1 | EACH | 100.00 | 100.00 | 200.00 | 200.00 | 10.00 | 10.00 | 200.00 | 200.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 22,000.00 | 22,000.00 | 5,000.00 | 5,000.00 | 18,000.00 | 18,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 10.00 | 200.00 | 2.50 | 50.00 | 0.00 | 0.00 | 10.00 | 200.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 15.00 | 2,400.00 | 10.00 | 1,600.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 250.00 | 1,750.00 | 100.00 | 700.00 | 0.00 | 0.00 | 100.00 | 700.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,208 | LNFT | 3.00 | 3,624.00 | 2.80 | 3,382.40 | 0.00 | 0.00 | 4.00 | 4,832.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 287.7 | CUYD | 97.00 | 27,906.90 | 110.00 | 31,647.00 | 125.00 | 35,962.50 | 100.00 | 28,770.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 31 | CUYD | 25.00 | 775.00 | 45.00 | 1,395.00 | 75.00 | 2,325.00 | 100.00 | 3,100.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 45.00 | 4,500.00 | 92.00 | 9,200.00 | 5.00 | 500.00 | 50.00 | 5,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 184.6 | TON | 200.00 | 36,920.00 | 210.00 | 38,766.00 | 225.00 | 41,535.00 | 250.00 | 46,150.00 |
| 0014 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 32 | LNFT | 36.00 | 1,152.00 | 40.00 | 1,280.00 | 50.00 | 1,600.00 | 80.00 | 2,560.00 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 46 | LNFT | 36.00 | 1,656.00 | 40.00 | 1,840.00 | 50.00 | 2,300.00 | 80.00 | 3,680.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 10.00 | 1,000.00 | 10.50 | 1,050.00 | 1.00 | 100.00 | 15.00 | 1,500.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 100 | SQYD | 55.00 | 5,500.00 | 85.00 | 8,500.00 | 75.00 | 7,500.00 | 125.00 | 12,500.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 3.00 | 300.00 | 2.00 | 200.00 | 3.00 | 300.00 | 5.00 | 500.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,500.00 | 1,250.00 | 2,100.00 | 1,050.00 | 2,000.00 | 1,000.00 | 5,000.00 | 2,500.00 |
| 0021 | 717-01-00100 | Seeding | 13 | LB | 20.00 | 260.00 | 20.00 | 260.00 | 20.00 | 260.00 | 25.00 | 325.00 |
| 0022 | 718-01-00100 | Fertilizer | 291 | LB | 1.00 | 291.00 | 3.00 | 873.00 | 5.00 | 1,455.00 | 1.00 | 291.00 |
| 0023 | 726-01-00100 | Bedding Material | 229.5 | CUYD | 85.00 | 19,507.50 | 100.00 | 22,950.00 | 100.00 | 22,950.00 | 100.00 | 22,950.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 12,000.00 | 12,000.00 | 18,000.00 | 18,000.00 | 58,000.00 | 58,000.00 | 38,000.00 | 38,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 125.00 | 1,000.00 | 95.00 | 760.00 | 75.00 | 600.00 | 100.00 | 800.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 |
| 0027 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 50.57 | CUYD | 1,150.00 | 58,155.50 | 950.00 | 48,041.50 | 1,200.00 | 60,684.00 | 1,250.00 | 63,212.50 |
| 0028 | 805-12-03020 | Reinforced Concrete Box Culverts (7' x 6') | 243 | LNFT | 545.00 | 132,435.00 | 500.00 | 121,500.00 | 550.00 | 133,650.00 | 545.00 | 132,435.00 |
| 0029 | 806-01-00100 | Deformed Reinforcing Steel | 4,302 | LB | 1.25 | 5,377.50 | 1.75 | 7,528.50 | 2.25 | 9,679.50 | 3.00 | 12,906.00 |
| CONTRACTOR TOTAL | 349,560.40 | 378,273.40 | 418,911.00 | 455,111.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Quality Design & Construction, LLC |
- 6 - C W & W Contractors, Inc. |
- 7 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 16,500.00 | 16,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 400+00, 14.7'X43.5' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 11,100.00 | 11,100.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 300+00; 16.2'X58.1' TIMBER BRIDGE) | 1 | EACH | 11,100.00 | 11,100.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 |
| 0004 | 202-03-00010 | Relocation OF MAILBOX (STA 385+84 LT) | 1 | EACH | 150.00 | 150.00 | 20.00 | 20.00 | 10.00 | 10.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,500.00 | 35,500.00 | 20,000.00 | 20,000.00 | 55,000.00 | 55,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 16.30 | 326.00 | 10.00 | 200.00 | 25.00 | 500.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 18.00 | 2,880.00 | 10.00 | 1,600.00 | 1.00 | 160.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 181.00 | 1,267.00 | 125.00 | 875.00 | 400.00 | 2,800.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,208 | LNFT | 3.20 | 3,865.60 | 3.00 | 3,624.00 | 2.00 | 2,416.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 287.7 | CUYD | 123.00 | 35,387.10 | 100.00 | 28,770.00 | 100.00 | 28,770.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 31 | CUYD | 116.00 | 3,596.00 | 100.00 | 3,100.00 | 150.00 | 4,650.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 68.00 | 6,800.00 | 100.00 | 10,000.00 | 80.00 | 8,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 184.6 | TON | 219.00 | 40,427.40 | 250.00 | 46,150.00 | 200.00 | 36,920.00 |
| 0014 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 32 | LNFT | 59.80 | 1,913.60 | 80.00 | 2,560.00 | 115.00 | 3,680.00 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 46 | LNFT | 50.70 | 2,332.20 | 80.00 | 3,680.00 | 118.00 | 5,428.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 7.40 | 740.00 | 25.00 | 2,500.00 | 17.00 | 1,700.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 100 | SQYD | 61.50 | 6,150.00 | 100.00 | 10,000.00 | 80.00 | 8,000.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 8.10 | 810.00 | 3.00 | 300.00 | 2.40 | 240.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 21,600.00 | 21,600.00 | 18,000.00 | 18,000.00 | 7,000.00 | 7,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,290.00 | 645.00 | 3,000.00 | 1,500.00 | 1,200.00 | 600.00 |
| 0021 | 717-01-00100 | Seeding | 13 | LB | 16.50 | 214.50 | 50.00 | 650.00 | 30.00 | 390.00 |
| 0022 | 718-01-00100 | Fertilizer | 291 | LB | 1.10 | 320.10 | 3.00 | 873.00 | 1.25 | 363.75 |
| 0023 | 726-01-00100 | Bedding Material | 229.5 | CUYD | 199.00 | 45,670.50 | 125.00 | 28,687.50 | 90.00 | 20,655.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 25,200.00 | 25,200.00 | 48,000.00 | 48,000.00 | 50,000.00 | 50,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 107.00 | 856.00 | 100.00 | 800.00 | 90.00 | 720.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,300.00 | 7,300.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0027 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 50.57 | CUYD | 1,050.00 | 53,098.50 | 1,000.00 | 50,570.00 | 1,500.00 | 75,855.00 |
| 0028 | 805-12-03020 | Reinforced Concrete Box Culverts (7' x 6') | 243 | LNFT | 490.00 | 119,070.00 | 680.00 | 165,240.00 | 800.00 | 194,400.00 |
| 0029 | 806-01-00100 | Deformed Reinforcing Steel | 4,302 | LB | 2.10 | 9,034.20 | 3.00 | 12,906.00 | 1.50 | 6,453.00 |
| CONTRACTOR TOTAL | 463,853.70 | 497,605.50 | 544,710.75 | |||||||