Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 713-37-0129 | |
| Parish: Ouachita | |
| Routes: | |
| Description: WINNFIELD RD BR,WEBB PIERCE RD BR & GARLAND GIN RD BR | |
| Type Const: REMOVAL OF BRIDGES, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, CONCRETE SLAB SPAN BRIDGES, PRECAST REINFORCED CONCRETE BOX CULVERT, LOW PROFILE RUNAROUND, AND RELATED WORK. | |
| Estimated Construction Cost: $1,550,786.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $1,392,203.43 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $1,551,161.60 |
| 3 | 23112 | Ben Allen, Inc. | $1,600,018.50 |
| 4 | 09090 | Guinn Brothers, LLC. | $1,616,086.00 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $1,664,718.95 |
| 6 | 09476 | Key Constructors, Inc. | $1,676,474.80 |
| 7 | 18546 | C W & W Contractors, Inc. | $1,713,805.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - Cecil D. Gassiott, LLC |
- 3 - Ben Allen, Inc. |
- 4 - Guinn Brothers, 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 | 9,000.00 | 9,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (Sta 105+68;18.7' X 137.8' Timber Bridge With 7 Piles Per Bent) | 1 | EACH | 8,000.00 | 8,000.00 | 75,000.00 | 75,000.00 | 5,000.00 | 5,000.00 | 18,000.00 | 18,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Twin Flat Bed Railroad Cars With Concrete Abutment) | 1 | EACH | 2,600.00 | 2,600.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (Sta 105+31;19.4' X 61.4' Timber Bridge With 4 Piles Per Bent) | 1 | EACH | 4,000.00 | 4,000.00 | 25,000.00 | 25,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,702.7 | SQYD | 2.00 | 5,405.40 | 3.00 | 8,108.10 | 5.00 | 13,513.50 | 5.00 | 13,513.50 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 175,300.00 | 175,300.00 | 125,000.00 | 125,000.00 | 160,000.00 | 160,000.00 | 165,000.00 | 165,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 376 | EACH | 1.00 | 376.00 | 7.50 | 2,820.00 | 10.00 | 3,760.00 | 10.00 | 3,760.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 1.00 | 60.00 | 12.50 | 750.00 | 10.00 | 600.00 | 10.00 | 600.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 11 | EACH | 1.00 | 11.00 | 185.00 | 2,035.00 | 50.00 | 550.00 | 100.00 | 1,100.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,260 | LNFT | 0.10 | 326.00 | 2.50 | 8,150.00 | 4.00 | 13,040.00 | 3.50 | 11,410.00 |
| 0011 | 302-01-00100 | Class II Base Course | 668.4 | CUYD | 105.00 | 70,182.00 | 85.00 | 56,814.00 | 105.00 | 70,182.00 | 100.00 | 66,840.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 108 | CUYD | 105.00 | 11,340.00 | 75.00 | 8,100.00 | 105.00 | 11,340.00 | 100.00 | 10,800.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 580.6 | TON | 161.50 | 93,766.90 | 200.00 | 116,120.00 | 190.00 | 110,314.00 | 190.00 | 110,314.00 |
| 0014 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 16 | LNFT | 77.50 | 1,240.00 | 125.00 | 2,000.00 | 100.00 | 1,600.00 | 150.00 | 2,400.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.70 | 1,135.00 | 22.00 | 1,100.00 | 35.00 | 1,750.00 | 25.00 | 1,250.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 62.43 | 12,486.00 | 60.00 | 12,000.00 | 80.00 | 16,000.00 | 60.00 | 12,000.00 |
| 0017 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.05 | 3,405.00 | 33.00 | 3,300.00 | 45.00 | 4,500.00 | 35.00 | 3,500.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,270.00 | 9,080.00 | 2,000.00 | 8,000.00 | 3,500.00 | 14,000.00 | 2,200.00 | 8,800.00 |
| 0019 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 585 | LNFT | 11.00 | 6,435.00 | 7.50 | 4,387.50 | 30.00 | 17,550.00 | 15.00 | 8,775.00 |
| 0020 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 425.00 | 425.00 | 550.00 | 550.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 0021 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 908 | SQYD | 80.00 | 72,640.00 | 65.00 | 59,020.00 | 75.00 | 68,100.00 | 80.00 | 72,640.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 908 | SQYD | 3.00 | 2,724.00 | 3.00 | 2,724.00 | 3.00 | 2,724.00 | 5.00 | 4,540.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 4.2 | TON | 740.00 | 3,108.00 | 750.00 | 3,150.00 | 200.00 | 840.00 | 1,000.00 | 4,200.00 |
| 0025 | 717-01-00100 | Seeding | 94 | LB | 7.00 | 658.00 | 10.00 | 940.00 | 10.00 | 940.00 | 15.00 | 1,410.00 |
| 0026 | 718-01-00100 | Fertilizer | 2,084 | LB | 1.50 | 3,126.00 | 0.50 | 1,042.00 | 0.50 | 1,042.00 | 1.00 | 2,084.00 |
| 0027 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 51,000.00 | 51,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 55,000.00 | 55,000.00 |
| 0028 | 726-01-00100 | Bedding Material | 174.4 | CUYD | 100.00 | 17,440.00 | 120.00 | 20,928.00 | 100.00 | 17,440.00 | 100.00 | 17,440.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 99,827.25 | 99,827.25 | 120,000.00 | 120,000.00 | 158,000.00 | 158,000.00 | 145,000.00 | 145,000.00 |
| 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 73.78 | 295.12 | 60.00 | 240.00 | 85.00 | 340.00 | 100.00 | 400.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 85.13 | 1,021.56 | 70.00 | 840.00 | 85.00 | 1,020.00 | 100.00 | 1,200.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 27,050.00 | 27,050.00 | 9,500.00 | 9,500.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0033 | 804-01-00200 | Precast Concrete Piles (14") | 885 | LNFT | 58.00 | 51,330.00 | 60.00 | 53,100.00 | 65.00 | 57,525.00 | 60.00 | 53,100.00 |
| 0034 | 804-01-00400 | Precast Concrete Piles (18") | 1,830 | LNFT | 72.00 | 131,760.00 | 77.00 | 140,910.00 | 91.00 | 166,530.00 | 82.00 | 150,060.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 0.00 | 0.00 | 1.00 | 2.00 |
| 0036 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 20.33 | CUYD | 1,590.00 | 32,324.70 | 1,100.00 | 22,363.00 | 1,100.00 | 22,363.00 | 1,250.00 | 25,412.50 |
| 0037 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 4 | SPAN | 30,000.00 | 120,000.00 | 29,000.00 | 116,000.00 | 33,000.00 | 132,000.00 | 34,500.00 | 138,000.00 |
| 0038 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 9 | SPAN | 30,000.00 | 270,000.00 | 35,000.00 | 315,000.00 | 32,000.00 | 288,000.00 | 32,500.00 | 292,500.00 |
| 0039 | 805-12-21040 | Reinforced Concrete Box Culverts (7' x 5') (Precast) | 132 | LNFT | 340.50 | 44,946.00 | 500.00 | 66,000.00 | 475.00 | 62,700.00 | 540.00 | 71,280.00 |
| 0040 | 806-01-00100 | Deformed Reinforcing Steel | 1,585 | LB | 1.50 | 2,377.50 | 2.00 | 3,170.00 | 3.00 | 4,755.00 | 3.00 | 4,755.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (24' Clr Rdwy, 90 Deg Crossing w/o Asphalt) | 2 | EACH | 9,000.00 | 18,000.00 | 8,500.00 | 17,000.00 | 10,500.00 | 21,000.00 | 9,000.00 | 18,000.00 |
| 0042 | NS-800-00040 | Concrete Approach Slabs (24' Clr Rdwy, 60 Deg Crossing w/o Asphalt) | 2 | EACH | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 | 10,500.00 | 21,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 1,392,203.43 | 1,551,161.60 | 1,600,018.50 | 1,616,086.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Key Constructors, Inc. |
- 7 - C W & W Contractors, Inc. |
|||
| 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 | 110,000.00 | 110,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (Sta 105+68;18.7' X 137.8' Timber Bridge With 7 Piles Per Bent) | 1 | EACH | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Twin Flat Bed Railroad Cars With Concrete Abutment) | 1 | EACH | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (Sta 105+31;19.4' X 61.4' Timber Bridge With 4 Piles Per Bent) | 1 | EACH | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,702.7 | SQYD | 6.50 | 17,567.55 | 6.50 | 17,567.55 | 5.00 | 13,513.50 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 175,000.00 | 175,000.00 | 125,000.00 | 125,000.00 | 146,000.00 | 146,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 376 | EACH | 18.00 | 6,768.00 | 11.50 | 4,324.00 | 10.00 | 3,760.00 |
| 0008 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 10.00 | 600.00 | 12.00 | 720.00 | 10.00 | 600.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 11 | EACH | 250.00 | 2,750.00 | 120.00 | 1,320.00 | 125.00 | 1,375.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,260 | LNFT | 2.20 | 7,172.00 | 3.00 | 9,780.00 | 3.00 | 9,780.00 |
| 0011 | 302-01-00100 | Class II Base Course | 668.4 | CUYD | 125.00 | 83,550.00 | 115.00 | 76,866.00 | 100.00 | 66,840.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 108 | CUYD | 115.00 | 12,420.00 | 75.00 | 8,100.00 | 100.00 | 10,800.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 580.6 | TON | 150.00 | 87,090.00 | 200.00 | 116,120.00 | 225.00 | 130,635.00 |
| 0014 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 16 | LNFT | 86.00 | 1,376.00 | 70.00 | 1,120.00 | 50.00 | 800.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 25.00 | 1,250.00 | 20.00 | 1,000.00 | 25.00 | 1,250.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 66.00 | 13,200.00 | 55.00 | 11,000.00 | 70.00 | 14,000.00 |
| 0017 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 |
| 0019 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 585 | LNFT | 9.00 | 5,265.00 | 7.50 | 4,387.50 | 20.00 | 11,700.00 |
| 0020 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 665.00 | 665.00 | 550.00 | 550.00 | 1,500.00 | 1,500.00 |
| 0021 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 908 | SQYD | 60.00 | 54,480.00 | 65.00 | 59,020.00 | 90.00 | 81,720.00 |
| 0022 | 711-04-00100 | Geotextile Fabric | 908 | SQYD | 3.00 | 2,724.00 | 2.00 | 1,816.00 | 3.00 | 2,724.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 12,000.00 | 12,000.00 | 24,000.00 | 24,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 4.2 | TON | 750.00 | 3,150.00 | 630.00 | 2,646.00 | 1,500.00 | 6,300.00 |
| 0025 | 717-01-00100 | Seeding | 94 | LB | 12.00 | 1,128.00 | 12.00 | 1,128.00 | 25.00 | 2,350.00 |
| 0026 | 718-01-00100 | Fertilizer | 2,084 | LB | 0.60 | 1,250.40 | 0.50 | 1,042.00 | 2.00 | 4,168.00 |
| 0027 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 68,000.00 | 68,000.00 | 90,000.00 | 90,000.00 | 110,000.00 | 110,000.00 |
| 0028 | 726-01-00100 | Bedding Material | 174.4 | CUYD | 100.00 | 17,440.00 | 120.00 | 20,928.00 | 125.00 | 21,800.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 160,000.00 | 160,000.00 | 175,000.00 | 175,000.00 | 150,000.00 | 150,000.00 |
| 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 78.00 | 312.00 | 65.00 | 260.00 | 100.00 | 400.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 90.00 | 1,080.00 | 75.00 | 900.00 | 100.00 | 1,200.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 24,000.00 | 24,000.00 |
| 0033 | 804-01-00200 | Precast Concrete Piles (14") | 885 | LNFT | 66.00 | 58,410.00 | 60.00 | 53,100.00 | 105.00 | 92,925.00 |
| 0034 | 804-01-00400 | Precast Concrete Piles (18") | 1,830 | LNFT | 85.00 | 155,550.00 | 100.00 | 183,000.00 | 106.00 | 193,980.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 15,000.00 | 30,000.00 | 8,000.00 | 16,000.00 |
| 0036 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 20.33 | CUYD | 1,200.00 | 24,396.00 | 1,450.00 | 29,478.50 | 1,000.00 | 20,330.00 |
| 0037 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 4 | SPAN | 34,000.00 | 136,000.00 | 27,800.00 | 111,200.00 | 27,000.00 | 108,000.00 |
| 0038 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 9 | SPAN | 33,000.00 | 297,000.00 | 25,500.00 | 229,500.00 | 25,000.00 | 225,000.00 |
| 0039 | 805-12-21040 | Reinforced Concrete Box Culverts (7' x 5') (Precast) | 132 | LNFT | 670.00 | 88,440.00 | 535.00 | 70,620.00 | 550.00 | 72,600.00 |
| 0040 | 806-01-00100 | Deformed Reinforcing Steel | 1,585 | LB | 1.00 | 1,585.00 | 1.25 | 1,981.25 | 3.00 | 4,755.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (24' Clr Rdwy, 90 Deg Crossing w/o Asphalt) | 2 | EACH | 8,500.00 | 17,000.00 | 8,000.00 | 16,000.00 | 15,000.00 | 30,000.00 |
| 0042 | NS-800-00040 | Concrete Approach Slabs (24' Clr Rdwy, 60 Deg Crossing w/o Asphalt) | 2 | EACH | 8,500.00 | 17,000.00 | 8,000.00 | 16,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 1,664,718.95 | 1,676,474.80 | 1,713,805.50 | |||||||