Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.006037.6 | |
| Parish: Beauregard | |
| Routes: | |
| Description: PARISH LINE ROAD BRIDGE OVER FLAT CREEK | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, DRAINAGE STRUCTURES, BRIDGE SUPERSTRUCTURE AND SUBSTRUCTURE AND RELATED WORK. | |
| Estimated Construction Cost: $701,336.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00044 | Guinn Construction, LLC | $611,277.05 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $618,041.70 |
| 3 | 56288 | Guinn Services, LLC | $668,069.35 |
| 4 | 39462 | Jb James Construction Llc | $788,454.00 |
| 5 | 39580 | Gerace Construction Llc | $797,725.84 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Construction, LLC |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Guinn Services, LLC |
- 4 - Jb James Construction 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 | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 60,000.00 | 60,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 200+00;.20.3' X 96.6' TIMBER BR) | 1 | EACH | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 13,500.00 | 13,500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 10.00 | 300.00 | 8.00 | 240.00 | 10.00 | 300.00 | 15.00 | 450.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 1.00 | 80.00 | 25.00 | 2,000.00 | 10.00 | 800.00 | 15.00 | 1,200.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 100.00 | 300.00 | 150.00 | 450.00 | 120.00 | 360.00 | 200.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,300 | LNFT | 1.50 | 1,950.00 | 2.90 | 3,770.00 | 2.10 | 2,730.00 | 2.00 | 2,600.00 |
| 0008 | 302-01-00100 | Class II Base Course | 329.8 | CUYD | 75.00 | 24,735.00 | 89.00 | 29,352.20 | 85.00 | 28,033.00 | 100.00 | 32,980.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 38 | CUYD | 80.00 | 3,040.00 | 40.00 | 1,520.00 | 100.00 | 3,800.00 | 100.00 | 3,800.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 258.3 | TON | 148.50 | 38,357.55 | 150.00 | 38,745.00 | 172.00 | 44,427.60 | 150.00 | 38,745.00 |
| 0011 | 701-01-02000 | Cross Drain Pipe (24" RCP/PP or 30" CMP) | 50 | LNFT | 100.00 | 5,000.00 | 85.00 | 4,250.00 | 55.00 | 2,750.00 | 100.00 | 5,000.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 30 | LNFT | 75.00 | 2,250.00 | 40.00 | 1,200.00 | 55.00 | 1,650.00 | 60.00 | 1,800.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 260 | LNFT | 75.00 | 19,500.00 | 40.00 | 10,400.00 | 55.00 | 14,300.00 | 60.00 | 15,600.00 |
| 0014 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 20.00 | 1,000.00 | 22.00 | 1,100.00 | 20.00 | 1,000.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 67.00 | 6,700.00 | 65.00 | 6,500.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,200.00 | 6,600.00 | 2,100.00 | 6,300.00 | 2,150.00 | 6,450.00 | 2,100.00 | 6,300.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,700.00 | 2,700.00 | 2,550.00 | 2,550.00 | 2,500.00 | 2,500.00 | 2,600.00 | 2,600.00 |
| 0019 | 705-01-00100 | Barbed Wire Fence | 678 | LNFT | 7.00 | 4,746.00 | 7.00 | 4,746.00 | 7.50 | 5,085.00 | 7.00 | 4,746.00 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 507 | SQYD | 60.00 | 30,420.00 | 65.00 | 32,955.00 | 65.00 | 32,955.00 | 75.00 | 38,025.00 |
| 0021 | 711-04-00100 | Geotextile Fabric | 507 | SQYD | 2.50 | 1,267.50 | 3.50 | 1,774.50 | 4.25 | 2,154.75 | 2.00 | 1,014.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 9,500.00 | 9,500.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 | 1,500.00 | 1,350.00 | 1,500.00 | 1,350.00 | 1,500.00 | 1,350.00 |
| 0024 | 717-01-00100 | Seeding | 20 | LB | 10.00 | 200.00 | 15.00 | 300.00 | 25.00 | 500.00 | 18.00 | 360.00 |
| 0025 | 718-01-00100 | Fertilizer | 450 | LB | 1.00 | 450.00 | 0.75 | 337.50 | 1.25 | 562.50 | 1.50 | 675.00 |
| 0026 | 726-01-00100 | Bedding Material | 3.3 | CUYD | 100.00 | 330.00 | 85.00 | 280.50 | 200.00 | 660.00 | 130.00 | 429.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 78,000.00 | 78,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | 150.00 | 600.00 | 80.00 | 320.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 |
| 0030 | 804-01-00300 | Precast Concrete Piles (16") | 2,320 | LNFT | 55.00 | 127,600.00 | 60.00 | 139,200.00 | 62.50 | 145,000.00 | 68.00 | 157,760.00 |
| 0031 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1.50 | 1.50 | 100.00 | 100.00 |
| 0032 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 32,500.00 | 227,500.00 | 30,000.00 | 210,000.00 | 33,000.00 | 231,000.00 | 33,000.00 | 231,000.00 |
| 0033 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 45 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 8,750.00 | 17,500.00 | 10,500.00 | 21,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 611,277.05 | 618,041.70 | 668,069.35 | 788,454.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gerace Construction Llc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 200+00;.20.3' X 96.6' TIMBER BR) | 1 | EACH | 7,500.00 | 7,500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 25.00 | 750.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 2.00 | 160.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 100.00 | 300.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 1,300 | LNFT | 2.00 | 2,600.00 |
| 0008 | 302-01-00100 | Class II Base Course | 329.8 | CUYD | 115.00 | 37,927.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 38 | CUYD | 125.00 | 4,750.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 258.3 | TON | 180.00 | 46,494.00 |
| 0011 | 701-01-02000 | Cross Drain Pipe (24" RCP/PP or 30" CMP) | 50 | LNFT | 100.00 | 5,000.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 30 | LNFT | 100.00 | 3,000.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 260 | LNFT | 100.00 | 26,000.00 |
| 0014 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 2,500.00 | 2,500.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 24.00 | 1,200.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,400.00 | 7,200.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,600.00 | 2,600.00 |
| 0019 | 705-01-00100 | Barbed Wire Fence | 678 | LNFT | 7.00 | 4,746.00 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 507 | SQYD | 60.00 | 30,420.00 |
| 0021 | 711-04-00100 | Geotextile Fabric | 507 | SQYD | 5.00 | 2,535.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 |
| 0024 | 717-01-00100 | Seeding | 20 | LB | 16.00 | 320.00 |
| 0025 | 718-01-00100 | Fertilizer | 450 | LB | 0.80 | 360.00 |
| 0026 | 726-01-00100 | Bedding Material | 3.3 | CUYD | 125.00 | 412.50 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 13,881.34 | 13,881.34 |
| 0030 | 804-01-00300 | Precast Concrete Piles (16") | 2,320 | LNFT | 70.00 | 162,400.00 |
| 0031 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0032 | 805-10-02000 | Bridge Superstructure and Substructure (28' Clear Roadway; 45 Degree Crossing) | 7 | SPAN | 39,000.00 | 273,000.00 |
| 0033 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 45 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 797,725.84 | |||||