Bid Tabulations
Letting of
12/12/2012
LA DOTD Headquarters
| Lead Project: H.009134.6 | |
| Parish: Vernon | |
| Routes: | |
| Description: BOUNDARY ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $407,086.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00044 | Guinn Construction, LLC | $326,200.00 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $363,865.00 |
| 3 | 27239 | Apeck Construction, Inc. | $384,783.50 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $417,712.10 |
| 5 | 56288 | Guinn Services, LLC | $460,959.00 |
| 6 | 40312 | Gray Construction Corp. | $462,074.73 |
| 7 | 39462 | Jb James Construction Llc | $474,483.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Construction, LLC |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Apeck Construction, Inc. |
- 4 - Gilchrist Construction Co. 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 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 4,300.00 | 4,300.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 3,350.00 | 3,350.00 | 1,500.00 | 1,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+06 THRU STA. 100+38, 3 @ 9' DIA X 54' LONG TANK CARS) | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 34,000.00 | 34,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 24,000.00 | 24,000.00 | 50,000.00 | 50,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 10.00 | 120.00 | 1.00 | 12.00 | 15.00 | 180.00 | 20.00 | 240.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 50 | LNFT | 0.00 | 0.00 | 1.00 | 50.00 | 5.00 | 250.00 | 15.00 | 750.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 125.00 | 125.00 | 300.00 | 300.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 890 | LNFT | 1.50 | 1,335.00 | 3.00 | 2,670.00 | 2.00 | 1,780.00 | 1.79 | 1,593.10 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 83.3 | CUYD | 80.00 | 6,664.00 | 70.00 | 5,831.00 | 100.00 | 8,330.00 | 100.00 | 8,330.00 |
| 0010 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 80 | LNFT | 125.00 | 10,000.00 | 250.00 | 20,000.00 | 90.00 | 7,200.00 | 115.00 | 9,200.00 |
| 0011 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,300.00 | 9,200.00 | 3,500.00 | 14,000.00 | 2,400.00 | 9,600.00 |
| 0012 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 523 | SQYD | 65.00 | 33,995.00 | 72.00 | 37,656.00 | 9.00 | 4,707.00 | 66.00 | 34,518.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 523 | SQYD | 5.00 | 2,615.00 | 3.00 | 1,569.00 | 2.50 | 1,307.50 | 2.00 | 1,046.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 8,500.00 | 8,500.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,000.00 | 500.00 | 2,000.00 | 1,000.00 | 1,200.00 | 600.00 | 1,700.00 | 850.00 |
| 0016 | 717-01-00100 | Seeding | 11 | LB | 20.00 | 220.00 | 10.00 | 110.00 | 14.00 | 154.00 | 30.00 | 330.00 |
| 0017 | 718-01-00100 | Fertilizer | 250 | LB | 1.00 | 250.00 | 0.50 | 125.00 | 2.00 | 500.00 | 2.30 | 575.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 40,000.00 | 40,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 125.00 | 500.00 | 95.00 | 380.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0021 | 804-01-00300 | Precast Concrete Piles (16") | 1,000 | LNFT | 60.00 | 60,000.00 | 70.00 | 70,000.00 | 100.00 | 100,000.00 | 55.00 | 55,000.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 0023 | 805-10-01340 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place Bents Only) (CAST-IN-PLACE OR PRECAST) | 4 | SPAN | 28,000.00 | 112,000.00 | 30,000.00 | 120,000.00 | 33,000.00 | 132,000.00 | 33,500.00 | 134,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 326,200.00 | 363,865.00 | 384,783.50 | 417,712.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Services, LLC |
- 6 - Gray Construction Corp. |
- 7 - Jb James Construction Llc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 12,500.00 | 12,500.00 | 5,750.00 | 5,750.00 | 60,000.00 | 60,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,500.00 | 5,500.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+06 THRU STA. 100+38, 3 @ 9' DIA X 54' LONG TANK CARS) | 1 | EACH | 50,000.00 | 50,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 41,700.00 | 41,700.00 | 35,000.00 | 35,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 10.00 | 120.00 | 15.00 | 180.00 | 15.00 | 180.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 50 | LNFT | 15.00 | 750.00 | 22.95 | 1,147.50 | 25.00 | 1,250.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 100.00 | 100.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 890 | LNFT | 3.00 | 2,670.00 | 2.50 | 2,225.00 | 3.25 | 2,892.50 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 83.3 | CUYD | 100.00 | 8,330.00 | 97.80 | 8,146.74 | 90.00 | 7,497.00 |
| 0010 | 701-05-02140 | Side Drain Pipe (Erosion) (48" PP/CMP) | 80 | LNFT | 185.00 | 14,800.00 | 124.20 | 9,936.00 | 88.00 | 7,040.00 |
| 0011 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 2,300.00 | 9,200.00 | 2,380.00 | 9,520.00 |
| 0012 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 523 | SQYD | 72.00 | 37,656.00 | 76.80 | 40,166.40 | 66.00 | 34,518.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 523 | SQYD | 5.00 | 2,615.00 | 3.83 | 2,003.09 | 2.00 | 1,046.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,500.00 | 8,500.00 | 4,325.00 | 4,325.00 | 20,000.00 | 20,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,800.00 | 1,400.00 | 1,650.00 | 825.00 | 1,650.00 | 825.00 |
| 0016 | 717-01-00100 | Seeding | 11 | LB | 22.00 | 242.00 | 25.00 | 275.00 | 25.00 | 275.00 |
| 0017 | 718-01-00100 | Fertilizer | 250 | LB | 1.50 | 375.00 | 2.00 | 500.00 | 2.00 | 500.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 42,475.00 | 42,475.00 | 45,000.00 | 45,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 85.00 | 340.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 14,000.00 | 14,000.00 |
| 0021 | 804-01-00300 | Precast Concrete Piles (16") | 1,000 | LNFT | 70.00 | 70,000.00 | 98.50 | 98,500.00 | 75.50 | 75,500.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 100.00 | 100.00 |
| 0023 | 805-10-01340 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place Bents Only) (CAST-IN-PLACE OR PRECAST) | 4 | SPAN | 31,500.00 | 126,000.00 | 37,820.00 | 151,280.00 | 28,000.00 | 112,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 10,400.00 | 20,800.00 | 5,900.00 | 11,800.00 |
| CONTRACTOR TOTAL | 460,959.00 | 462,074.73 | 474,483.50 | |||||||