Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.006127.6 | |
| Parish: Grant | |
| Routes: | |
| Description: DOUGLAS ROAD BRIDGE OVER SWAFFORD CREEK | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $346,050.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00044 | Guinn Construction, LLC | $321,104.00 |
| 2 | 40312 | Gray Construction Corp. | $337,094.70 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $349,455.25 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $387,757.95 |
| 5 | 56288 | Guinn Services, LLC | $396,092.55 |
| 6 | 18546 | C W & W Contractors, Inc. | $397,043.00 |
| 7 | 39462 | Jb James Construction Llc | $431,055.06 |
| 8 | 23112 | Ben Allen, Inc. | $462,374.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Construction, LLC |
- 2 - Gray Construction Corp. |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - 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 | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 6,400.00 | 6,400.00 | 5,000.00 | 5,000.00 | 10,200.00 | 10,200.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 10.00 | 120.00 | 15.00 | 180.00 | 25.00 | 300.00 | 16.50 | 198.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 100.00 | 600.00 | 225.00 | 1,350.00 | 250.00 | 1,500.00 | 250.00 | 1,500.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 1,039 | LNFT | 1.50 | 1,558.50 | 2.00 | 2,078.00 | 2.25 | 2,337.75 | 2.20 | 2,285.80 |
| 0007 | 302-01-00100 | Class II Base Course | 215.5 | CUYD | 85.00 | 18,317.50 | 108.00 | 23,274.00 | 125.00 | 26,937.50 | 110.00 | 23,705.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 100.00 | 200.00 | 63.00 | 126.00 | 800.00 | 1,600.00 | 110.00 | 220.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 1.00 | 20.00 | 70.50 | 1,410.00 | 1.00 | 20.00 | 110.00 | 2,200.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 174.8 | TON | 175.00 | 30,590.00 | 160.00 | 27,968.00 | 190.00 | 33,212.00 | 208.00 | 36,358.40 |
| 0011 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 40 | LNFT | 100.00 | 4,000.00 | 112.00 | 4,480.00 | 170.00 | 6,800.00 | 105.00 | 4,200.00 |
| 0012 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 36 | LNFT | 50.00 | 1,800.00 | 55.00 | 1,980.00 | 65.00 | 2,340.00 | 70.00 | 2,520.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 65.00 | 6,500.00 | 66.00 | 6,600.00 | 94.00 | 9,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 33.00 | 3,300.00 | 34.00 | 3,400.00 | 39.00 | 3,900.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 68 | LNFT | 25.00 | 1,700.00 | 16.50 | 1,122.00 | 8.00 | 544.00 | 15.00 | 1,020.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 122 | SQYD | 60.00 | 7,320.00 | 57.00 | 6,954.00 | 70.00 | 8,540.00 | 78.00 | 9,516.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 122 | SQYD | 5.00 | 610.00 | 2.50 | 305.00 | 3.00 | 366.00 | 10.00 | 1,220.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 6,350.00 | 6,350.00 | 9,800.00 | 9,800.00 | 6,500.00 | 6,500.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,650.00 | 1,650.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 15.00 | 330.00 | 15.00 | 330.00 | 25.00 | 550.00 | 17.00 | 374.00 |
| 0021 | 718-01-00100 | Fertilizer | 481 | LB | 1.00 | 481.00 | 1.00 | 481.00 | 1.00 | 481.00 | 1.25 | 601.25 |
| 0022 | 726-01-00100 | Bedding Material | 30.5 | CUYD | 100.00 | 3,050.00 | 95.00 | 2,897.50 | 100.00 | 3,050.00 | 155.00 | 4,727.50 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 29,000.00 | 29,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 100.00 | 200.00 | 70.00 | 140.00 | 70.00 | 140.00 | 100.00 | 200.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 80.00 | 640.00 | 125.00 | 1,000.00 | 100.00 | 800.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 5,700.00 | 5,700.00 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | 1,008 | LNFT | 60.00 | 60,480.00 | 57.60 | 58,060.80 | 65.00 | 65,520.00 | 72.00 | 72,576.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 0029 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 7.84 | CUYD | 800.00 | 6,272.00 | 1,260.00 | 9,878.40 | 1,600.00 | 12,544.00 | 1,700.00 | 13,328.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 32,000.00 | 96,000.00 | 34,600.00 | 103,800.00 | 30,000.00 | 90,000.00 | 28,850.00 | 86,550.00 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 436 | LB | 1.50 | 654.00 | 2.50 | 1,090.00 | 2.00 | 872.00 | 3.00 | 1,308.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 9,200.00 | 18,400.00 | 10,000.00 | 20,000.00 | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 321,104.00 | 337,094.70 | 349,455.25 | 387,757.95 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Services, LLC |
- 6 - C W & W Contractors, Inc. |
- 7 - Jb James Construction Llc |
- 8 - Ben Allen, Inc. |
||||
| 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 | 8,000.00 | 8,000.00 | 11,000.00 | 11,000.00 | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 27,500.00 | 27,500.00 | 10,000.00 | 10,000.00 | 23,500.00 | 23,500.00 | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 15.00 | 180.00 | 25.00 | 300.00 | 28.01 | 336.12 | 200.00 | 2,400.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 100.00 | 600.00 | 150.00 | 900.00 | 280.11 | 1,680.66 | 200.00 | 1,200.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 1,039 | LNFT | 2.00 | 2,078.00 | 3.00 | 3,117.00 | 2.52 | 2,618.28 | 5.00 | 5,195.00 |
| 0007 | 302-01-00100 | Class II Base Course | 215.5 | CUYD | 95.00 | 20,472.50 | 125.00 | 26,937.50 | 110.00 | 23,705.00 | 135.00 | 29,092.50 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 200.00 | 400.00 | 200.00 | 400.00 | 150.00 | 300.00 | 135.00 | 270.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 100.00 | 2,000.00 | 125.00 | 2,500.00 | 90.00 | 1,800.00 | 135.00 | 2,700.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 174.8 | TON | 215.00 | 37,582.00 | 260.00 | 45,448.00 | 190.00 | 33,212.00 | 200.00 | 34,960.00 |
| 0011 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 40 | LNFT | 95.00 | 3,800.00 | 125.00 | 5,000.00 | 140.00 | 5,600.00 | 250.00 | 10,000.00 |
| 0012 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 36 | LNFT | 55.00 | 1,980.00 | 50.00 | 1,800.00 | 62.00 | 2,232.00 | 75.00 | 2,700.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 100.00 | 10,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 49.00 | 4,900.00 | 35.00 | 3,500.00 | 33.00 | 3,300.00 | 50.00 | 5,000.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 68 | LNFT | 10.00 | 680.00 | 10.00 | 680.00 | 15.00 | 1,020.00 | 15.00 | 1,020.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 122 | SQYD | 66.50 | 8,113.00 | 75.00 | 9,150.00 | 65.00 | 7,930.00 | 75.00 | 9,150.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 122 | SQYD | 4.00 | 488.00 | 3.00 | 366.00 | 2.00 | 244.00 | 3.00 | 366.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,850.00 | 1,850.00 | 1,300.00 | 1,300.00 | 1,500.00 | 1,500.00 | 1,100.00 | 1,100.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 20.00 | 440.00 | 10.00 | 220.00 | 25.00 | 550.00 | 20.00 | 440.00 |
| 0021 | 718-01-00100 | Fertilizer | 481 | LB | 1.55 | 745.55 | 1.00 | 481.00 | 2.00 | 962.00 | 3.00 | 1,443.00 |
| 0022 | 726-01-00100 | Bedding Material | 30.5 | CUYD | 125.00 | 3,812.50 | 125.00 | 3,812.50 | 50.00 | 1,525.00 | 135.00 | 4,117.50 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 38,000.00 | 38,000.00 | 41,000.00 | 41,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 100.00 | 200.00 | 85.00 | 170.00 | 70.00 | 140.00 | 85.00 | 170.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 90.00 | 720.00 | 80.00 | 640.00 | 85.00 | 680.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,850.00 | 4,850.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0027 | 804-01-00300 | Precast Concrete Piles (16") | 1,008 | LNFT | 71.00 | 71,568.00 | 84.00 | 84,672.00 | 75.00 | 75,600.00 | 65.00 | 65,520.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 | 0.00 | 0.00 |
| 0029 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 7.84 | CUYD | 2,000.00 | 15,680.00 | 1,500.00 | 11,760.00 | 1,100.00 | 8,624.00 | 1,500.00 | 11,760.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 35,000.00 | 105,000.00 | 27,000.00 | 81,000.00 | 35,500.00 | 106,500.00 | 35,000.00 | 105,000.00 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 436 | LB | 2.00 | 872.00 | 3.00 | 1,308.00 | 1.00 | 436.00 | 2.50 | 1,090.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 10,250.00 | 20,500.00 | 6,500.00 | 13,000.00 | 11,000.00 | 22,000.00 |
| CONTRACTOR TOTAL | 396,092.55 | 397,043.00 | 431,055.06 | 462,374.00 | ||||||||