Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.009437.6 | |
| Parish: Livingston | |
| Routes: US 190 | |
| Description: US 190: Box Culvert Extensions | |
| Type Const: GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING AND RELATED WORK. | |
| Estimated Construction Cost: $185,236.73 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 29595 | Boone Services LLC | $190,090.52 |
| 2 | 12198 | Byron E. Talbot Contractor, Inc. | $233,544.07 |
| 3 | 05693 | Industrial Enterprises, Inc. | $268,334.82 |
| 4 | 54896 | Magee Excavation & Development LLC | $304,924.00 |
| 5 | 14807 | Richard Price Contracting Co, Llc | $320,195.11 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Boone Services LLC |
- 2 - Byron E. Talbot Contractor, Inc. |
- 3 - Industrial Enterprises, Inc. |
- 4 - Magee Excavation & Development LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Wingwalls | 20 | EACH | 1,221.00 | 24,420.00 | 1,050.00 | 21,000.00 | 1,380.00 | 27,600.00 | 1,700.00 | 34,000.00 |
| 0002 | 202-02-00010 | Removal of Concrete splash | 7 | EACH | 351.00 | 2,457.00 | 350.00 | 2,450.00 | 1,725.00 | 12,075.00 | 1,000.00 | 7,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 22.63 | SQYD | 21.78 | 492.88 | 30.00 | 678.90 | 9.20 | 208.20 | 15.00 | 339.45 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 103.6 | LNFT | 9.03 | 935.51 | 26.00 | 2,693.60 | 23.00 | 2,382.80 | 10.00 | 1,036.00 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) 18" CMP | 20 | LNFT | 35.66 | 713.20 | 8.00 | 160.00 | 6.90 | 138.00 | 20.00 | 400.00 |
| 0006 | 203-03-00100 | Embankment | 550 | CUYD | 17.66 | 9,713.00 | 30.00 | 16,500.00 | 30.00 | 16,500.00 | 15.00 | 8,250.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 80 | EACH | 22.43 | 1,794.40 | 13.00 | 1,040.00 | 12.00 | 960.00 | 10.00 | 800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 3.08 | 924.00 | 2.00 | 600.00 | 2.00 | 600.00 | 1.75 | 525.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 7 | CUYD | 124.40 | 870.80 | 75.00 | 525.00 | 50.00 | 350.00 | 60.00 | 420.00 |
| 0010 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) LEACH LANE | 9 | SQYD | 353.80 | 3,184.20 | 100.00 | 900.00 | 250.00 | 2,250.00 | 150.00 | 1,350.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 43.56 | 2,090.88 | 76.00 | 3,648.00 | 54.96 | 2,638.08 | 73.00 | 3,504.00 |
| 0012 | 712-03-00100 | Stone Revetment | 35 | SQYD | 96.25 | 3,368.75 | 130.00 | 4,550.00 | 143.75 | 5,031.25 | 34.00 | 1,190.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 23,505.30 | 23,505.30 | 6,500.00 | 6,500.00 | 5,750.00 | 5,750.00 | 10,000.00 | 10,000.00 |
| 0014 | 726-01-00100 | Bedding Material | 80 | CUYD | 69.15 | 5,532.00 | 60.00 | 4,800.00 | 69.00 | 5,520.00 | 60.00 | 4,800.00 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 26,531.00 | 26,531.00 | 33,000.00 | 33,000.00 | 9,136.50 | 9,136.50 | 68,500.00 | 68,500.00 |
| 0016 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,800.00 | 4,800.00 | 3,500.00 | 3,500.00 | 1,725.00 | 1,725.00 | 7,200.00 | 7,200.00 |
| 0017 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 37.4 | CUYD | 722.12 | 27,007.29 | 1,500.00 | 56,100.00 | 2,777.12 | 103,864.29 | 1,825.00 | 68,255.00 |
| 0018 | 805-12-30020 | Reinforced Concrete Box Culverts (3' x 2') (Extension) | 16 | LNFT | 424.28 | 6,788.48 | 442.00 | 7,072.00 | 419.75 | 6,716.00 | 600.00 | 9,600.00 |
| 0019 | 805-12-32000 | Reinforced Concrete Box Culverts (3' x 3') (Extension) | 64 | LNFT | 262.56 | 16,803.84 | 504.00 | 32,256.00 | 432.40 | 27,673.60 | 600.00 | 38,400.00 |
| 0020 | 805-12-32020 | Reinforced Concrete Box Culverts (4' x 3') (Extension) | 32 | LNFT | 372.48 | 11,919.36 | 550.00 | 17,600.00 | 480.70 | 15,382.40 | 600.00 | 19,200.00 |
| 0021 | 805-12-33040 | Reinforced Concrete Box Culverts (6' x 4') (Extension) | 23 | LNFT | 562.25 | 12,931.75 | 613.00 | 14,099.00 | 759.00 | 17,457.00 | 600.00 | 13,800.00 |
| 0022 | 806-01-00100 | Deformed Reinforcing Steel | 2,386.3 | LB | 1.25 | 2,982.88 | 1.55 | 3,698.77 | 1.73 | 4,128.30 | 2.50 | 5,965.75 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 216 | INLF | 1.50 | 324.00 | 0.80 | 172.80 | 1.15 | 248.40 | 1.80 | 388.80 |
| CONTRACTOR TOTAL | 190,090.52 | 233,544.07 | 268,334.82 | 304,924.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Richard Price Contracting Co, Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Wingwalls | 20 | EACH | 800.00 | 16,000.00 |
| 0002 | 202-02-00010 | Removal of Concrete splash | 7 | EACH | 800.00 | 5,600.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 22.63 | SQYD | 32.00 | 724.16 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 103.6 | LNFT | 32.00 | 3,315.20 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) 18" CMP | 20 | LNFT | 64.00 | 1,280.00 |
| 0006 | 203-03-00100 | Embankment | 550 | CUYD | 47.50 | 26,125.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 80 | EACH | 25.00 | 2,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 3.50 | 1,050.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 7 | CUYD | 300.00 | 2,100.00 |
| 0010 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) LEACH LANE | 9 | SQYD | 265.00 | 2,385.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 48 | LNFT | 125.00 | 6,000.00 |
| 0012 | 712-03-00100 | Stone Revetment | 35 | SQYD | 150.00 | 5,250.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 42,000.00 | 42,000.00 |
| 0014 | 726-01-00100 | Bedding Material | 80 | CUYD | 92.00 | 7,360.00 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 6,000.00 | 6,000.00 |
| 0016 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0017 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 37.4 | CUYD | 2,500.00 | 93,500.00 |
| 0018 | 805-12-30020 | Reinforced Concrete Box Culverts (3' x 2') (Extension) | 16 | LNFT | 750.00 | 12,000.00 |
| 0019 | 805-12-32000 | Reinforced Concrete Box Culverts (3' x 3') (Extension) | 64 | LNFT | 525.00 | 33,600.00 |
| 0020 | 805-12-32020 | Reinforced Concrete Box Culverts (4' x 3') (Extension) | 32 | LNFT | 600.00 | 19,200.00 |
| 0021 | 805-12-33040 | Reinforced Concrete Box Culverts (6' x 4') (Extension) | 23 | LNFT | 900.00 | 20,700.00 |
| 0022 | 806-01-00100 | Deformed Reinforcing Steel | 2,386.3 | LB | 2.50 | 5,965.75 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 216 | INLF | 2.50 | 540.00 |
| CONTRACTOR TOTAL | 320,195.11 | |||||