Bid Tabulations
Letting of
05/25/2011
LA DOTD Headquarters
| Lead Project: 713-31-0104 | |
| Parish: Lincoln | |
| Routes: | |
| Description: FRAZIER ROAD BRIDGE OVER MONCRIEF CREEK | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $714,702.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | Ben Allen, Inc. | $577,817.50 |
| 2 | 12135 | Blount Bros. Construction, Inc. | $689,755.90 |
| 3 | 09090 | Guinn Brothers, LLC. | $695,288.30 |
| 4 | 48925 | David V. Temple | $699,095.04 |
| 5 | 34567 | James Construction Group LLC | $710,504.00 |
| 6 | 18546 | C W & W Contractors, Inc. | $716,474.40 |
| 7 | 01012 | Cecil D. Gassiott, LLC | $772,837.40 |
| 8 | 39462 | Jb James Construction Llc | $829,507.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Ben Allen, Inc. |
- 2 - Blount Bros. Construction, Inc. |
- 3 - Guinn Brothers, LLC. |
- 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 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 | 4,000.00 | 4,000.00 | 5,500.00 | 5,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00;22.5' X 39.2' TIMBER BRIDGE) | 1 | EACH | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,650.8 | SQYD | 4.00 | 6,603.20 | 6.00 | 9,904.80 | 4.00 | 6,603.20 | 4.50 | 7,428.60 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 873 | CUYD | 12.00 | 10,476.00 | 12.00 | 10,476.00 | 22.00 | 19,206.00 | 25.00 | 21,825.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 0.00 | 0.00 | 20.00 | 480.00 | 10.00 | 240.00 | 150.00 | 3,600.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 0.00 | 0.00 | 15.00 | 1,500.00 | 1.00 | 100.00 | 6.50 | 650.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 0.00 | 0.00 | 150.00 | 600.00 | 100.00 | 400.00 | 198.00 | 792.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,728 | LNFT | 3.00 | 5,184.00 | 3.00 | 5,184.00 | 3.00 | 5,184.00 | 2.05 | 3,542.40 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 420.8 | CUYD | 110.00 | 46,288.00 | 22.00 | 9,257.60 | 85.00 | 35,768.00 | 75.71 | 31,858.77 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 100.00 | 1,200.00 | 35.00 | 420.00 | 250.00 | 3,000.00 | 34.75 | 417.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 35.00 | 17,500.00 | 40.00 | 20,000.00 | 50.00 | 25,000.00 | 65.00 | 32,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 330.1 | TON | 175.00 | 57,767.50 | 150.00 | 49,515.00 | 175.00 | 57,767.50 | 170.00 | 56,117.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 87 | TON | 200.00 | 17,400.00 | 150.00 | 13,050.00 | 225.00 | 19,575.00 | 210.00 | 18,270.00 |
| 0016 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 70 | LNFT | 100.00 | 7,000.00 | 125.00 | 8,750.00 | 185.00 | 12,950.00 | 110.01 | 7,700.70 |
| 0017 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 75 | LNFT | 75.00 | 5,625.00 | 45.00 | 3,375.00 | 185.00 | 13,875.00 | 46.00 | 3,450.00 |
| 0018 | 702-04-00100 | Adjusting Manholes (ADJUSTMENT ITEMS WILL BE NEW RINGS AND LIDS (TYPE K1) PER MC-01) | 3 | EACH | 750.00 | 2,250.00 | 1,000.00 | 3,000.00 | 1,500.00 | 4,500.00 | 4,000.00 | 12,000.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 69.1 | LNFT | 38.00 | 2,625.80 | 30.00 | 2,073.00 | 26.00 | 1,796.60 | 24.20 | 1,672.22 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 85.4 | LNFT | 90.00 | 7,686.00 | 100.00 | 8,540.00 | 65.00 | 5,551.00 | 65.00 | 5,551.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 2,600.00 | 5,200.00 | 2,400.00 | 4,800.00 |
| 0022 | 706-02-00200 | Concrete Drive (6" Thick) | 152.6 | SQYD | 60.00 | 9,156.00 | 55.00 | 8,393.00 | 85.00 | 12,971.00 | 52.00 | 7,935.20 |
| 0024 | 711-04-00100 | Geotextile Fabric | 385 | SQYD | 3.00 | 1,155.00 | 3.50 | 1,347.50 | 5.00 | 1,925.00 | 3.09 | 1,189.65 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 500.00 | 1,100.00 | 600.00 | 1,320.00 | 1,250.00 | 2,750.00 | 880.00 | 1,936.00 |
| 0027 | 717-01-00100 | Seeding | 49 | LB | 10.00 | 490.00 | 15.00 | 735.00 | 20.00 | 980.00 | 27.50 | 1,347.50 |
| 0028 | 718-01-00100 | Fertilizer | 1,090 | LB | 1.00 | 1,090.00 | 1.00 | 1,090.00 | 1.00 | 1,090.00 | 1.00 | 1,090.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 150.00 | 600.00 | 100.00 | 400.00 | 88.00 | 352.00 |
| 0031 | 735-01-00100 | Mailboxes | 2 | EACH | 50.00 | 100.00 | 100.00 | 200.00 | 100.00 | 200.00 | 16.50 | 33.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 100.00 | 200.00 | 350.00 | 700.00 | 100.00 | 200.00 | 1.00 | 2.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 | 16,000.00 | 16,000.00 |
| 0034 | 804-01-00200 | Precast Concrete Piles (14") | 1,134 | LNFT | 54.00 | 61,236.00 | 130.00 | 147,420.00 | 70.00 | 79,380.00 | 65.00 | 73,710.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 0036 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 28,000.00 | 140,000.00 | 30,000.00 | 150,000.00 | 34,500.00 | 172,500.00 | 36,500.00 | 182,500.00 |
| 0037 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 1,750.00 | 3,500.00 | 1,500.00 | 3,000.00 |
| 0038 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 10,500.00 | 21,000.00 | 12,500.00 | 25,000.00 | 8,500.00 | 17,000.00 |
| 0039 | NS-804-00001 | Vibration Monitoring | 18 | EACH | 150.00 | 2,700.00 | 400.00 | 7,200.00 | 700.00 | 12,600.00 | 1,000.00 | 18,000.00 |
| 0040 | 705-01-00100 | Barbed Wire Fence | 200 | LNFT | 15.00 | 3,000.00 | 5.50 | 1,100.00 | 10.00 | 2,000.00 | 6.50 | 1,300.00 |
| 0041 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 385 | SQYD | 77.00 | 29,645.00 | 65.00 | 25,025.00 | 95.00 | 36,575.00 | 65.00 | 25,025.00 |
| CONTRACTOR TOTAL | 577,817.50 | 689,755.90 | 695,288.30 | 699,095.04 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - James Construction Group LLC |
- 6 - C W & W Contractors, Inc. |
- 7 - Cecil D. Gassiott, LLC |
- 8 - 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 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 80,000.00 | 80,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00;22.5' X 39.2' TIMBER BRIDGE) | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,650.8 | SQYD | 3.00 | 4,952.40 | 8.00 | 13,206.40 | 5.00 | 8,254.00 | 4.00 | 6,603.20 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 70,000.00 | 70,000.00 | 36,000.00 | 36,000.00 | 39,000.00 | 39,000.00 | 74,000.00 | 74,000.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 873 | CUYD | 1.00 | 873.00 | 20.00 | 17,460.00 | 17.00 | 14,841.00 | 11.00 | 9,603.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 17.00 | 408.00 | 10.00 | 240.00 | 10.00 | 240.00 | 11.00 | 264.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 30.00 | 3,000.00 | 10.00 | 1,000.00 | 21.00 | 2,100.00 | 15.00 | 1,500.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 216.00 | 864.00 | 125.00 | 500.00 | 200.00 | 800.00 | 180.00 | 720.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,728 | LNFT | 2.30 | 3,974.40 | 3.00 | 5,184.00 | 2.25 | 3,888.00 | 2.10 | 3,628.80 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 420.8 | CUYD | 130.00 | 54,704.00 | 100.00 | 42,080.00 | 90.00 | 37,872.00 | 130.00 | 54,704.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 96.00 | 1,152.00 | 100.00 | 1,200.00 | 80.00 | 960.00 | 100.00 | 1,200.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 38.00 | 19,000.00 | 100.00 | 50,000.00 | 70.00 | 35,000.00 | 80.00 | 40,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 330.1 | TON | 175.00 | 57,767.50 | 180.00 | 59,418.00 | 190.00 | 62,719.00 | 180.00 | 59,418.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 87 | TON | 220.00 | 19,140.00 | 280.00 | 24,360.00 | 200.00 | 17,400.00 | 220.00 | 19,140.00 |
| 0016 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 70 | LNFT | 83.00 | 5,810.00 | 80.00 | 5,600.00 | 180.00 | 12,600.00 | 100.00 | 7,000.00 |
| 0017 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 75 | LNFT | 57.00 | 4,275.00 | 70.00 | 5,250.00 | 135.00 | 10,125.00 | 60.00 | 4,500.00 |
| 0018 | 702-04-00100 | Adjusting Manholes (ADJUSTMENT ITEMS WILL BE NEW RINGS AND LIDS (TYPE K1) PER MC-01) | 3 | EACH | 1,288.00 | 3,864.00 | 1,000.00 | 3,000.00 | 2,000.00 | 6,000.00 | 1,000.00 | 3,000.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 69.1 | LNFT | 22.00 | 1,520.20 | 100.00 | 6,910.00 | 24.00 | 1,658.40 | 22.00 | 1,520.20 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 85.4 | LNFT | 58.00 | 4,953.20 | 100.00 | 8,540.00 | 60.00 | 5,124.00 | 58.00 | 4,953.20 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 2,400.00 | 4,800.00 | 2,200.00 | 4,400.00 |
| 0022 | 706-02-00200 | Concrete Drive (6" Thick) | 152.6 | SQYD | 98.00 | 14,954.80 | 100.00 | 15,260.00 | 90.00 | 13,734.00 | 60.00 | 9,156.00 |
| 0024 | 711-04-00100 | Geotextile Fabric | 385 | SQYD | 4.50 | 1,732.50 | 3.00 | 1,155.00 | 3.00 | 1,155.00 | 2.00 | 770.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 800.00 | 1,760.00 | 1,500.00 | 3,300.00 | 850.00 | 1,870.00 | 800.00 | 1,760.00 |
| 0027 | 717-01-00100 | Seeding | 49 | LB | 25.00 | 1,225.00 | 30.00 | 1,470.00 | 27.00 | 1,323.00 | 25.00 | 1,225.00 |
| 0028 | 718-01-00100 | Fertilizer | 1,090 | LB | 0.90 | 981.00 | 2.00 | 2,180.00 | 1.00 | 1,090.00 | 1.00 | 1,090.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 95,000.00 | 95,000.00 | 80,000.00 | 80,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 100.00 | 400.00 | 85.00 | 340.00 | 80.00 | 320.00 |
| 0031 | 735-01-00100 | Mailboxes | 2 | EACH | 15.00 | 30.00 | 200.00 | 400.00 | 10.00 | 20.00 | 1.00 | 2.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 265.00 | 530.00 | 200.00 | 400.00 | 150.00 | 300.00 | 250.00 | 500.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,500.00 | 5,500.00 | 12,000.00 | 12,000.00 | 11,000.00 | 11,000.00 | 15,000.00 | 15,000.00 |
| 0034 | 804-01-00200 | Precast Concrete Piles (14") | 1,134 | LNFT | 58.00 | 65,772.00 | 90.00 | 102,060.00 | 61.00 | 69,174.00 | 70.00 | 79,380.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 22,000.00 | 22,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 |
| 0036 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 28,000.00 | 140,000.00 | 20,000.00 | 100,000.00 | 42,500.00 | 212,500.00 | 35,000.00 | 175,000.00 |
| 0037 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,400.00 | 2,800.00 | 2,500.00 | 5,000.00 | 1,500.00 | 3,000.00 | 1,400.00 | 2,800.00 |
| 0038 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 8,500.00 | 17,000.00 | 9,000.00 | 18,000.00 |
| 0039 | NS-804-00001 | Vibration Monitoring | 18 | EACH | 250.00 | 4,500.00 | 300.00 | 5,400.00 | 250.00 | 4,500.00 | 300.00 | 5,400.00 |
| 0040 | 705-01-00100 | Barbed Wire Fence | 200 | LNFT | 8.58 | 1,716.00 | 20.00 | 4,000.00 | 10.00 | 2,000.00 | 10.00 | 2,000.00 |
| 0041 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 385 | SQYD | 65.00 | 25,025.00 | 100.00 | 38,500.00 | 70.00 | 26,950.00 | 70.00 | 26,950.00 |
| CONTRACTOR TOTAL | 710,504.00 | 716,474.40 | 772,837.40 | 829,507.40 | ||||||||