Bid Tabulations
Letting of
03/30/2011
LA DOTD Headquarters
| Lead Project: 713-14-0110 | |
| Parish: Claiborne | |
| Routes: | |
| Description: SANDERS ROAD BRIDGES | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $790,371.30 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $660,841.50 |
| 2 | 23112 | Ben Allen, Inc. | $689,096.00 |
| 3 | 12136 | Shiloh Contractors, Inc. | $814,594.80 |
| 4 | 48925 | David V. Temple | $829,737.72 |
| 5 | 12135 | Blount Bros. Construction, Inc. | $833,381.15 |
| 6 | 39462 | Jb James Construction Llc | $837,877.90 |
| 7 | 14788 | Louisiana Bridge, Inc. | $885,551.55 |
| 8 | 01012 | Cecil D. Gassiott, LLC | $990,028.55 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - Ben Allen, Inc. |
- 3 - Shiloh Contractors, Inc. |
- 4 - David V. Temple |
||||
| 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 | 13,000.00 | 13,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 511.3 | SQYD | 5.00 | 2,556.50 | 5.00 | 2,556.50 | 5.00 | 2,556.50 | 15.25 | 7,797.33 |
| 0004 | 202-02-04000 | Removal of Bridge (STA. 406+53; 20' X 76' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 10.00 | 480.00 | 0.00 | 0.00 | 12.00 | 576.00 | 13.20 | 633.60 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 64 | LNFT | 10.00 | 640.00 | 0.00 | 0.00 | 1.00 | 64.00 | 35.00 | 2,240.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 100.00 | 1,600.00 | 0.00 | 0.00 | 150.00 | 2,400.00 | 132.00 | 2,112.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 2,599 | LNFT | 3.00 | 7,797.00 | 2.00 | 5,198.00 | 3.00 | 7,797.00 | 2.75 | 7,147.25 |
| 0010 | 302-01-00100 | Class II Base Course | 163.7 | CUYD | 70.00 | 11,459.00 | 110.00 | 18,007.00 | 100.00 | 16,370.00 | 50.00 | 8,185.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 127.8 | TON | 200.00 | 25,560.00 | 185.00 | 23,643.00 | 250.00 | 31,950.00 | 225.50 | 28,818.90 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 237.1 | LNFT | 70.00 | 16,597.00 | 65.00 | 15,411.50 | 63.00 | 14,937.30 | 59.40 | 14,083.74 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 40.00 | 4,000.00 | 40.00 | 4,000.00 | 46.15 | 4,615.00 | 33.00 | 3,300.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 300 | LNFT | 15.00 | 4,500.00 | 15.00 | 4,500.00 | 15.00 | 4,500.00 | 27.50 | 8,250.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,372 | SQYD | 70.00 | 96,040.00 | 70.00 | 96,040.00 | 75.00 | 102,900.00 | 53.90 | 73,950.80 |
| 0016 | 711-04-00100 | Geotextile Fabric | 1,372 | SQYD | 2.50 | 3,430.00 | 5.00 | 6,860.00 | 3.00 | 4,116.00 | 1.65 | 2,263.80 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,500.00 | 1,500.00 | 1,000.00 | 600.00 | 1,000.00 | 600.00 | 2,750.00 | 1,650.00 |
| 0019 | 717-01-00100 | Seeding | 12 | LB | 50.00 | 600.00 | 25.00 | 300.00 | 8.00 | 96.00 | 22.00 | 264.00 |
| 0020 | 718-01-00100 | Fertilizer | 290 | LB | 2.00 | 580.00 | 2.00 | 580.00 | 1.50 | 435.00 | 3.85 | 1,116.50 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 39,000.00 | 39,000.00 | 90,000.00 | 90,000.00 | 75,000.00 | 75,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 110.00 | 880.00 | 78.10 | 624.80 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 | 12,500.00 | 12,500.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 1,620 | LNFT | 80.00 | 129,600.00 | 55.00 | 89,100.00 | 70.00 | 113,400.00 | 65.00 | 105,300.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 0.00 | 0.00 | 1.00 | 2.00 | 1,000.00 | 2,000.00 |
| 0026 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 20,000.00 | 100,000.00 | 29,000.00 | 145,000.00 | 28,000.00 | 140,000.00 | 32,500.00 | 162,500.00 |
| 0027 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 20,000.00 | 100,000.00 | 29,000.00 | 145,000.00 | 32,000.00 | 160,000.00 | 32,500.00 | 162,500.00 |
| 0028 | NS-202-00001 | Removal of Debris | 1 | LUMP | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 9,500.00 | 38,000.00 | 10,000.00 | 40,000.00 | 6,500.00 | 26,000.00 | 8,500.00 | 34,000.00 |
| 0030 | NS-804-00001 | Vibration Monitoring | 36 | EACH | 100.00 | 3,600.00 | 200.00 | 7,200.00 | 400.00 | 14,400.00 | 1,000.00 | 36,000.00 |
| CONTRACTOR TOTAL | 660,841.50 | 689,096.00 | 814,594.80 | 829,737.72 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Blount Bros. Construction, Inc. |
- 6 - Jb James Construction Llc |
- 7 - Louisiana Bridge, Inc. |
- 8 - Cecil D. Gassiott, 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 | 15,000.00 | 15,000.00 | 75,000.00 | 75,000.00 | 14,500.00 | 14,500.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 511.3 | SQYD | 8.50 | 4,346.05 | 6.00 | 3,067.80 | 5.50 | 2,812.15 | 12.00 | 6,135.60 |
| 0004 | 202-02-04000 | Removal of Bridge (STA. 406+53; 20' X 76' TIMBER BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 6,500.00 | 6,500.00 | 40,000.00 | 40,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 12.00 | 576.00 | 12.00 | 576.00 | 9.00 | 432.00 | 10.00 | 480.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 64 | LNFT | 12.50 | 800.00 | 14.00 | 896.00 | 8.00 | 512.00 | 20.00 | 1,280.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 16 | EACH | 150.00 | 2,400.00 | 120.00 | 1,920.00 | 82.50 | 1,320.00 | 200.00 | 3,200.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 2,599 | LNFT | 3.00 | 7,797.00 | 2.50 | 6,497.50 | 4.00 | 10,396.00 | 2.85 | 7,407.15 |
| 0010 | 302-01-00100 | Class II Base Course | 163.7 | CUYD | 93.00 | 15,224.10 | 90.00 | 14,733.00 | 160.00 | 26,192.00 | 100.00 | 16,370.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 127.8 | TON | 150.00 | 19,170.00 | 134.00 | 17,125.20 | 230.00 | 29,394.00 | 200.00 | 25,560.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 237.1 | LNFT | 70.00 | 16,597.00 | 54.00 | 12,803.40 | 74.00 | 17,545.40 | 58.00 | 13,751.80 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 55.00 | 5,500.00 | 30.00 | 3,000.00 | 57.00 | 5,700.00 | 32.00 | 3,200.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 300 | LNFT | 10.00 | 3,000.00 | 25.00 | 7,500.00 | 15.00 | 4,500.00 | 25.00 | 7,500.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,372 | SQYD | 65.00 | 89,180.00 | 49.00 | 67,228.00 | 90.00 | 123,480.00 | 67.00 | 91,924.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 1,372 | SQYD | 3.00 | 4,116.00 | 1.50 | 2,058.00 | 3.00 | 4,116.00 | 2.50 | 3,430.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,000.00 | 9,000.00 | 24,000.00 | 24,000.00 | 9,500.00 | 9,500.00 | 8,500.00 | 8,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,800.00 | 1,680.00 | 2,500.00 | 1,500.00 | 750.00 | 450.00 | 2,500.00 | 1,500.00 |
| 0019 | 717-01-00100 | Seeding | 12 | LB | 25.00 | 300.00 | 20.00 | 240.00 | 8.00 | 96.00 | 20.00 | 240.00 |
| 0020 | 718-01-00100 | Fertilizer | 290 | LB | 3.50 | 1,015.00 | 2.50 | 725.00 | 2.00 | 580.00 | 3.00 | 870.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 | 89,000.00 | 89,000.00 | 110,000.00 | 110,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 110.00 | 880.00 | 71.00 | 568.00 | 140.00 | 1,120.00 | 85.00 | 680.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 13,000.00 | 13,000.00 | 11,500.00 | 11,500.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 1,620 | LNFT | 90.00 | 145,800.00 | 57.00 | 92,340.00 | 65.00 | 105,300.00 | 75.00 | 121,500.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 2,500.00 | 5,000.00 | 100.00 | 200.00 | 1.00 | 2.00 | 1,500.00 | 3,000.00 |
| 0026 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 33,000.00 | 165,000.00 | 27,000.00 | 135,000.00 | 31,000.00 | 155,000.00 | 37,000.00 | 185,000.00 |
| 0027 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 35,000.00 | 175,000.00 | 30,000.00 | 150,000.00 | 35,000.00 | 175,000.00 | 30,000.00 | 150,000.00 |
| 0028 | NS-202-00001 | Removal of Debris | 1 | LUMP | 3,000.00 | 3,000.00 | 100.00 | 100.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 8,400.00 | 33,600.00 | 6,200.00 | 24,800.00 | 9,000.00 | 36,000.00 | 8,500.00 | 34,000.00 |
| 0030 | NS-804-00001 | Vibration Monitoring | 36 | EACH | 400.00 | 14,400.00 | 500.00 | 18,000.00 | 114.00 | 4,104.00 | 500.00 | 18,000.00 |
| CONTRACTOR TOTAL | 833,381.15 | 837,877.90 | 885,551.55 | 990,028.55 | ||||||||