Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-42-0145 | |
| Parish: Richland | |
| Routes: | |
| Description: HILL ROAD BRIDGE OVER ASH SLOUGH | |
| Type Const: GRADING, REINFORCED CONCRETE BOX CULVERT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $232,434.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 45004 | Bondco LLC | $160,653.00 |
| 2 | 41947 | M & M Enterprises of Bastrop, LLC | $172,367.50 |
| 3 | 18546 | C W & W Contractors, Inc. | $232,320.50 |
| 4 | 09090 | Guinn Brothers, LLC. | $232,673.00 |
| 5 | 44289 | Jeff Mercer LLC | $247,252.60 |
| 6 | 48925 | David V. Temple | $290,824.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Bondco LLC |
- 2 - M & M Enterprises of Bastrop, LLC |
- 3 - C W & W Contractors, 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 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 19.1'X56.7' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 16,500.00 | 16,500.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 10.00 | 100.00 | 5.00 | 50.00 | 10.00 | 100.00 | 10.00 | 100.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 15.00 | 1,500.00 | 1.00 | 100.00 | 10.00 | 1,000.00 | 0.00 | 0.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 600.00 | 1,200.00 | 150.00 | 300.00 | 125.00 | 250.00 | 100.00 | 200.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 730 | LNFT | 1.80 | 1,314.00 | 3.00 | 2,190.00 | 3.00 | 2,190.00 | 4.00 | 2,920.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 158 | CUYD | 50.00 | 7,900.00 | 100.00 | 15,800.00 | 100.00 | 15,800.00 | 100.00 | 15,800.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18 | CUYD | 50.00 | 900.00 | 50.00 | 900.00 | 100.00 | 1,800.00 | 100.00 | 1,800.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 122.2 | TON | 180.00 | 21,996.00 | 210.00 | 25,662.00 | 200.00 | 24,440.00 | 200.00 | 24,440.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,300.00 | 5,300.00 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 |
| 0012 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,000.00 | 500.00 | 2,000.00 | 1,000.00 | 3,000.00 | 1,500.00 | 5,000.00 | 2,500.00 |
| 0013 | 717-01-00100 | Seeding | 12 | LB | 10.00 | 120.00 | 27.00 | 324.00 | 59.00 | 708.00 | 20.00 | 240.00 |
| 0014 | 718-01-00100 | Fertilizer | 259 | LB | 1.00 | 259.00 | 2.00 | 518.00 | 3.00 | 777.00 | 1.00 | 259.00 |
| 0015 | 726-01-00100 | Bedding Material | 105.1 | CUYD | 75.00 | 7,882.50 | 100.00 | 10,510.00 | 125.00 | 13,137.50 | 140.00 | 14,714.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 |
| 0017 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 95.00 | 380.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | 4,000.00 | 4,000.00 |
| 0019 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 20.33 | CUYD | 800.00 | 16,264.00 | 950.00 | 19,313.50 | 1,100.00 | 22,363.00 | 1,500.00 | 30,495.00 |
| 0020 | 805-12-02040 | Reinforced Concrete Box Culverts (7' x 5') | 114 | LNFT | 550.00 | 62,700.00 | 475.00 | 54,150.00 | 650.00 | 74,100.00 | 575.00 | 65,550.00 |
| 0021 | 806-01-00100 | Deformed Reinforcing Steel | 1,585 | LB | 1.50 | 2,377.50 | 2.00 | 3,170.00 | 3.00 | 4,755.00 | 3.00 | 4,755.00 |
| CONTRACTOR TOTAL | 160,653.00 | 172,367.50 | 232,320.50 | 232,673.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jeff Mercer LLC |
- 6 - David V. Temple |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 19.1'X56.7' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 15.00 | 150.00 | 12.00 | 120.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 8.00 | 800.00 | 10.00 | 1,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 100.00 | 200.00 | 175.00 | 350.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 730 | LNFT | 1.60 | 1,168.00 | 2.00 | 1,460.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 158 | CUYD | 125.00 | 19,750.00 | 50.00 | 7,900.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18 | CUYD | 45.00 | 810.00 | 100.00 | 1,800.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 122.2 | TON | 160.00 | 19,552.00 | 250.00 | 30,550.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0012 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,050.00 | 525.00 | 2,500.00 | 1,250.00 |
| 0013 | 717-01-00100 | Seeding | 12 | LB | 8.00 | 96.00 | 22.00 | 264.00 |
| 0014 | 718-01-00100 | Fertilizer | 259 | LB | 0.40 | 103.60 | 1.10 | 284.90 |
| 0015 | 726-01-00100 | Bedding Material | 105.1 | CUYD | 150.00 | 15,765.00 | 130.00 | 13,663.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 22,000.00 | 22,000.00 | 13,500.00 | 13,500.00 |
| 0017 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 150.00 | 600.00 | 75.00 | 300.00 |
| 0018 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 15,000.00 | 15,000.00 |
| 0019 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 20.33 | CUYD | 1,100.00 | 22,363.00 | 1,250.00 | 25,412.50 |
| 0020 | 805-12-02040 | Reinforced Concrete Box Culverts (7' x 5') | 114 | LNFT | 1,050.00 | 119,700.00 | 1,200.00 | 136,800.00 |
| 0021 | 806-01-00100 | Deformed Reinforcing Steel | 1,585 | LB | 2.00 | 3,170.00 | 2.00 | 3,170.00 |
| CONTRACTOR TOTAL | 247,252.60 | 290,824.40 | ||||||