Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-42-0146 | |
| Parish: Richland | |
| Routes: | |
| Description: SMALLING ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, REINFORCED CONCRETE BOX CULVERT, AND RELATED WORK. | |
| Estimated Construction Cost: $679,798.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | Ben Allen, Inc. | $623,879.00 |
| 2 | 14788 | Louisiana Bridge, Inc. | $636,267.95 |
| 3 | 18546 | C W & W Contractors, Inc. | $730,956.50 |
| 4 | 48925 | David V. Temple | $762,542.75 |
| 5 | 09090 | Guinn Brothers, LLC. | $782,513.00 |
| 6 | 09476 | Key Constructors, Inc. | $798,994.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Ben Allen, Inc. |
- 2 - Louisiana Bridge, Inc. |
- 3 - C W & W 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 | 7,500.00 | 7,500.00 | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 300+00;17.6' X 76.4' TIMBER BRIDGE) (WITH RAILING) | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 317+00,18.9' X 56.0' TIMBER BRIDGE) | 1 | EACH | 3,500.00 | 3,500.00 | 2,600.00 | 2,600.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 28,000.00 | 28,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 14.00 | 280.00 | 1.00 | 20.00 | 10.00 | 200.00 | 12.00 | 240.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 0.00 | 0.00 | 1.00 | 80.00 | 10.00 | 800.00 | 10.00 | 800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 100.00 | 200.00 | 1.00 | 2.00 | 125.00 | 250.00 | 165.00 | 330.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,150 | LNFT | 3.00 | 3,450.00 | 3.00 | 3,450.00 | 3.00 | 3,450.00 | 2.00 | 2,300.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 272 | CUYD | 110.00 | 29,920.00 | 100.00 | 27,200.00 | 100.00 | 27,200.00 | 50.00 | 13,600.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 46 | CUYD | 110.00 | 5,060.00 | 105.00 | 4,830.00 | 100.00 | 4,600.00 | 100.00 | 4,600.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 229 | TON | 185.00 | 42,365.00 | 200.00 | 45,800.00 | 200.00 | 45,800.00 | 198.00 | 45,342.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 35.00 | 1,312.50 | 23.00 | 862.50 | 45.00 | 1,687.50 | 22.00 | 825.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 33.3 | LNFT | 75.00 | 2,497.50 | 62.50 | 2,081.25 | 90.00 | 2,997.00 | 60.50 | 2,014.65 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 3,000.00 | 6,000.00 | 2,400.00 | 4,800.00 | 3,000.00 | 6,000.00 | 2,310.00 | 4,620.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 125 | LNFT | 16.00 | 2,000.00 | 20.00 | 2,500.00 | 20.00 | 2,500.00 | 13.50 | 1,687.50 |
| 0016 | 705-05-00100 | Double Swinging Driveway Gates (16 FEET - STEEL 4' HIGH) | 1 | DBGT | 750.00 | 750.00 | 500.00 | 500.00 | 2,400.00 | 2,400.00 | 1,000.00 | 1,000.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 500 | SQYD | 77.00 | 38,500.00 | 85.00 | 42,500.00 | 90.00 | 45,000.00 | 65.00 | 32,500.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 500 | SQYD | 3.00 | 1,500.00 | 3.50 | 1,750.00 | 3.00 | 1,500.00 | 2.50 | 1,250.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 7,800.00 | 7,800.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 50.00 | 45.00 | 1,078.00 | 970.20 | 2,500.00 | 2,250.00 | 2,500.00 | 2,250.00 |
| 0021 | 717-01-00100 | Seeding | 20 | LB | 50.00 | 1,000.00 | 12.50 | 250.00 | 50.00 | 1,000.00 | 22.00 | 440.00 |
| 0022 | 718-01-00100 | Fertilizer | 446 | LB | 2.00 | 892.00 | 2.00 | 892.00 | 3.00 | 1,338.00 | 1.10 | 490.60 |
| 0023 | 726-01-00100 | Bedding Material | 121.2 | CUYD | 100.00 | 12,120.00 | 100.00 | 12,120.00 | 120.00 | 14,544.00 | 130.00 | 15,756.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 47,810.00 | 47,810.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 80.00 | 320.00 | 74.00 | 296.00 | 100.00 | 400.00 | 72.50 | 290.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 85.25 | 341.00 | 140.00 | 560.00 | 82.50 | 330.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 1,260 | LNFT | 58.00 | 73,080.00 | 67.00 | 84,420.00 | 106.00 | 133,560.00 | 65.00 | 81,900.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0030 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,100.00 | 28,677.00 | 1,400.00 | 36,498.00 | 1,300.00 | 33,891.00 | 1,200.00 | 31,284.00 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 30,000.00 | 180,000.00 | 30,000.00 | 180,000.00 | 23,000.00 | 138,000.00 | 32,500.00 | 195,000.00 |
| 0032 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 114 | LNFT | 550.00 | 62,700.00 | 360.00 | 41,040.00 | 700.00 | 79,800.00 | 1,350.00 | 153,900.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 2.50 | 5,190.00 | 1.50 | 3,114.00 | 3.00 | 6,228.00 | 2.00 | 4,152.00 |
| 0034 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,600.00 | 3,200.00 | 1,370.00 | 2,740.00 | 2,500.00 | 5,000.00 | 1,320.00 | 2,640.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,500.00 | 19,000.00 | 9,500.00 | 19,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 623,879.00 | 636,267.95 | 730,956.50 | 762,542.75 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - Key Constructors, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 300+00;17.6' X 76.4' TIMBER BRIDGE) (WITH RAILING) | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 317+00,18.9' X 56.0' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 62,000.00 | 62,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 10.00 | 200.00 | 11.00 | 220.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 0.00 | 0.00 | 10.00 | 800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 100.00 | 200.00 | 150.00 | 300.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,150 | LNFT | 3.00 | 3,450.00 | 3.00 | 3,450.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 272 | CUYD | 100.00 | 27,200.00 | 115.00 | 31,280.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 46 | CUYD | 100.00 | 4,600.00 | 100.00 | 4,600.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 229 | TON | 200.00 | 45,800.00 | 200.00 | 45,800.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 45.00 | 1,687.50 | 30.00 | 1,125.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 33.3 | LNFT | 75.00 | 2,497.50 | 65.00 | 2,164.50 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 125 | LNFT | 10.00 | 1,250.00 | 9.00 | 1,125.00 |
| 0016 | 705-05-00100 | Double Swinging Driveway Gates (16 FEET - STEEL 4' HIGH) | 1 | DBGT | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 500 | SQYD | 85.00 | 42,500.00 | 56.00 | 28,000.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 500 | SQYD | 5.00 | 2,500.00 | 3.00 | 1,500.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 8,000.00 | 8,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 4,500.00 | 4,050.00 | 2,200.00 | 1,980.00 |
| 0021 | 717-01-00100 | Seeding | 20 | LB | 20.00 | 400.00 | 20.00 | 400.00 |
| 0022 | 718-01-00100 | Fertilizer | 446 | LB | 1.00 | 446.00 | 1.00 | 446.00 |
| 0023 | 726-01-00100 | Bedding Material | 121.2 | CUYD | 140.00 | 16,968.00 | 90.00 | 10,908.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 90,000.00 | 90,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 | 110.00 | 440.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 110.00 | 440.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 18,000.00 | 18,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 1,260 | LNFT | 75.00 | 94,500.00 | 53.00 | 66,780.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 0030 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 26.07 | CUYD | 1,500.00 | 39,105.00 | 1,420.00 | 37,019.40 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 36,000.00 | 216,000.00 | 29,200.00 | 175,200.00 |
| 0032 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 114 | LNFT | 545.00 | 62,130.00 | 1,235.00 | 140,790.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 2,076 | LB | 3.00 | 6,228.00 | 1.40 | 2,906.40 |
| 0034 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,500.00 | 3,000.00 | 110.00 | 220.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 11,500.00 | 23,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 782,513.00 | 798,994.30 | ||||||