Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: H.006051.6 | |
| Parish: Caddo | |
| Routes: | |
| Description: BOSTWICK ROAD BRIDGE OVER CHOCTAW BAYOU | |
| Type Const: CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, CLEARING AND GRUBBING, AND RELATED WORK. | |
| Estimated Construction Cost: $745,606.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $639,393.00 |
| 2 | 28218 | F. J. Burnell, Inc. | $670,646.00 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $750,405.00 |
| 4 | 34567 | James Construction Group LLC | $803,916.00 |
| 5 | 39462 | Jb James Construction Llc | $815,522.00 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $864,815.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - F. J. Burnell, Inc. |
- 3 - Blount Bros. Construction, Inc. |
- 4 - James Construction Group 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 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 110+52; 31' X 304' BRIDGE W/CONCRETE SLAB AND TIMBER PILE BENTS | 1 | EACH | 65,000.00 | 65,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 80,000.00 | 80,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 460 | SQYD | 5.00 | 2,300.00 | 8.00 | 3,680.00 | 4.00 | 1,840.00 | 8.00 | 3,680.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 56,000.00 | 56,000.00 | 40,000.00 | 40,000.00 | 40,250.00 | 40,250.00 | 70,000.00 | 70,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 20.00 | 200.00 | 15.00 | 150.00 | 10.50 | 105.00 | 20.00 | 200.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 108 | LNFT | 10.00 | 1,080.00 | 15.00 | 1,620.00 | 10.00 | 1,080.00 | 20.00 | 2,160.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 150.00 | 150.00 | 200.00 | 200.00 | 150.00 | 150.00 | 250.00 | 250.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,110 | LNFT | 2.00 | 2,220.00 | 3.00 | 3,330.00 | 3.00 | 3,330.00 | 3.00 | 3,330.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 252 | CUYD | 100.00 | 25,200.00 | 75.00 | 18,900.00 | 90.00 | 22,680.00 | 100.00 | 25,200.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 199.6 | TON | 150.00 | 29,940.00 | 220.00 | 43,912.00 | 140.00 | 27,944.00 | 180.00 | 35,928.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 21.00 | 1,050.00 | 30.00 | 1,500.00 | 19.00 | 950.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 59.00 | 5,900.00 | 100.00 | 10,000.00 | 53.00 | 5,300.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 3,000.00 | 12,000.00 | 2,000.00 | 8,000.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 400 | LNFT | 10.00 | 4,000.00 | 6.00 | 2,400.00 | 10.00 | 4,000.00 | 8.90 | 3,560.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 662 | SQYD | 65.00 | 43,030.00 | 50.00 | 33,100.00 | 60.00 | 39,720.00 | 55.00 | 36,410.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 662 | SQYD | 1.00 | 662.00 | 2.00 | 1,324.00 | 3.00 | 1,986.00 | 4.00 | 2,648.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.6 | TON | 1,400.00 | 2,240.00 | 1,500.00 | 2,400.00 | 600.00 | 960.00 | 1,000.00 | 1,600.00 |
| 0019 | 717-01-00100 | Seeding | 24 | LB | 20.00 | 480.00 | 20.00 | 480.00 | 15.00 | 360.00 | 25.00 | 600.00 |
| 0020 | 718-01-00100 | Fertilizer | 800 | LB | 1.00 | 800.00 | 1.00 | 800.00 | 1.00 | 800.00 | 1.00 | 800.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 85.00 | 340.00 | 150.00 | 600.00 | 75.00 | 300.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0024 | 804-01-00300 | Precast Concrete Piles (16") | 1,290 | LNFT | 65.00 | 83,850.00 | 94.00 | 121,260.00 | 90.00 | 116,100.00 | 100.00 | 129,000.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 |
| 0026 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 9 | SPAN | 20,600.00 | 185,400.00 | 31,000.00 | 279,000.00 | 36,920.00 | 332,280.00 | 27,000.00 | 243,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 14,000.00 | 28,000.00 | 8,000.00 | 16,000.00 | 16,110.00 | 32,220.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 639,393.00 | 670,646.00 | 750,405.00 | 803,916.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - Cecil D. Gassiott, LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 110+52; 31' X 304' BRIDGE W/CONCRETE SLAB AND TIMBER PILE BENTS | 1 | EACH | 27,000.00 | 27,000.00 | 70,000.00 | 70,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 460 | SQYD | 5.00 | 2,300.00 | 6.00 | 2,760.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 | 83,000.00 | 83,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 20.00 | 200.00 | 17.00 | 170.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 108 | LNFT | 12.00 | 1,296.00 | 21.00 | 2,268.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 200.00 | 200.00 | 225.00 | 225.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,110 | LNFT | 2.00 | 2,220.00 | 3.00 | 3,330.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 252 | CUYD | 100.00 | 25,200.00 | 110.00 | 27,720.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 199.6 | TON | 250.00 | 49,900.00 | 225.00 | 44,910.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 19.00 | 950.00 | 20.00 | 1,000.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 53.00 | 5,300.00 | 55.00 | 5,500.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,100.00 | 8,400.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 400 | LNFT | 9.00 | 3,600.00 | 10.00 | 4,000.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 662 | SQYD | 56.00 | 37,072.00 | 70.00 | 46,340.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 662 | SQYD | 2.00 | 1,324.00 | 4.00 | 2,648.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.6 | TON | 1,000.00 | 1,600.00 | 1,000.00 | 1,600.00 |
| 0019 | 717-01-00100 | Seeding | 24 | LB | 25.00 | 600.00 | 26.00 | 624.00 |
| 0020 | 718-01-00100 | Fertilizer | 800 | LB | 1.00 | 800.00 | 1.10 | 880.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 95,000.00 | 95,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 85.00 | 340.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0024 | 804-01-00300 | Precast Concrete Piles (16") | 1,290 | LNFT | 76.00 | 98,040.00 | 90.00 | 116,100.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 1,000.00 | 1,000.00 |
| 0026 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 9 | SPAN | 31,000.00 | 279,000.00 | 30,000.00 | 270,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 7,750.00 | 15,500.00 | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 815,522.00 | 864,815.00 | ||||||