Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-59-0223 | |
| Parish: Washington | |
| Routes: | |
| Description: HILLTOP ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $1,268,572.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $1,107,098.00 |
| 2 | 09476 | Key Constructors, Inc. | $1,121,702.00 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $1,133,334.00 |
| 4 | 14422 | T. L. Wallace Construction, Inc. | $1,172,381.80 |
| 5 | 39462 | JB James Construction LLC | $1,271,597.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Key Constructors, Inc. |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - T. L. Wallace Construction, 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 | 40,000.00 | 40,000.00 | 38,000.00 | 38,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 38' X 20' TIMBER BRIDGE) | 2 | EACH | 7,000.00 | 14,000.00 | 3,000.00 | 6,000.00 | 27,500.00 | 55,000.00 | 13,000.00 | 26,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00;35' X 20' TIMBER BRIDGE) | 1 | EACH | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 27,500.00 | 27,500.00 | 8,400.00 | 8,400.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 145,000.00 | 145,000.00 | 55,000.00 | 55,000.00 | 47,000.00 | 47,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 10.00 | 600.00 | 15.00 | 900.00 | 10.00 | 600.00 | 16.00 | 960.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 500 | LNFT | 0.00 | 0.00 | 10.00 | 5,000.00 | 20.00 | 10,000.00 | 5.50 | 2,750.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 35 | EACH | 100.00 | 3,500.00 | 90.00 | 3,150.00 | 100.00 | 3,500.00 | 95.00 | 3,325.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,500 | LNFT | 1.00 | 2,500.00 | 3.00 | 7,500.00 | 3.50 | 8,750.00 | 1.50 | 3,750.00 |
| 0009 | 302-01-00100 | Class II Base Course | 545.6 | CUYD | 100.00 | 54,560.00 | 115.00 | 62,744.00 | 100.00 | 54,560.00 | 118.00 | 64,380.80 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 43 | CUYD | 100.00 | 4,300.00 | 100.00 | 4,300.00 | 50.00 | 2,150.00 | 118.00 | 5,074.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete (INCLUDES ASPHALT FOR TYPE "B" DRIVES) | 431.2 | TON | 225.00 | 97,020.00 | 200.00 | 86,240.00 | 220.00 | 94,864.00 | 240.00 | 103,488.00 |
| 0012 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 100.00 | 2,000.00 | 70.00 | 1,400.00 | 150.00 | 3,000.00 | 51.00 | 1,020.00 |
| 0013 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 32 | LNFT | 120.00 | 3,840.00 | 85.00 | 2,720.00 | 200.00 | 6,400.00 | 140.00 | 4,480.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 65.00 | 19,500.00 | 57.00 | 17,100.00 | 65.00 | 19,500.00 | 60.00 | 18,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 300 | LNFT | 35.00 | 10,500.00 | 29.00 | 8,700.00 | 32.00 | 9,600.00 | 31.00 | 9,300.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 95 | LNFT | 20.00 | 1,900.00 | 18.00 | 1,710.00 | 50.00 | 4,750.00 | 19.00 | 1,805.00 |
| 0017 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 135 | LNFT | 25.00 | 3,375.00 | 14.00 | 1,890.00 | 50.00 | 6,750.00 | 47.00 | 6,345.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 640 | SQYD | 85.00 | 54,400.00 | 57.00 | 36,480.00 | 60.00 | 38,400.00 | 63.00 | 40,320.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 640 | SQYD | 5.00 | 3,200.00 | 3.25 | 2,080.00 | 3.00 | 1,920.00 | 2.50 | 1,600.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 17,500.00 | 17,500.00 | 30,000.00 | 30,000.00 | 23,000.00 | 23,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 2,500.00 | 5,500.00 | 1,000.00 | 2,200.00 | 750.00 | 1,650.00 | 1,100.00 | 2,420.00 |
| 0022 | 717-01-00100 | Seeding | 48 | LB | 20.00 | 960.00 | 12.00 | 576.00 | 10.00 | 480.00 | 13.00 | 624.00 |
| 0023 | 718-01-00100 | Fertilizer | 1,080 | LB | 1.00 | 1,080.00 | 0.80 | 864.00 | 0.50 | 540.00 | 0.80 | 864.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 147,000.00 | 147,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 100.00 | 2,400.00 | 75.00 | 1,800.00 | 85.00 | 2,040.00 | 79.00 | 1,896.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 53,000.00 | 53,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 2,316 | LNFT | 60.00 | 138,960.00 | 53.00 | 122,748.00 | 55.00 | 127,380.00 | 55.00 | 127,380.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1.00 | 3.00 | 5,000.00 | 15,000.00 | 1,000.00 | 3,000.00 | 5,000.00 | 15,000.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 36,000.00 | 144,000.00 | 30,000.00 | 120,000.00 | 33,500.00 | 134,000.00 | 40,000.00 | 160,000.00 |
| 0030 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 36,000.00 | 216,000.00 | 29,000.00 | 174,000.00 | 33,500.00 | 201,000.00 | 39,000.00 | 234,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 | 9,350.00 | 18,700.00 | 8,500.00 | 17,000.00 | 7,700.00 | 15,400.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 4 | EACH | 10,000.00 | 40,000.00 | 9,350.00 | 37,400.00 | 8,500.00 | 34,000.00 | 7,700.00 | 30,800.00 |
| CONTRACTOR TOTAL | 1,107,098.00 | 1,121,702.00 | 1,133,334.00 | 1,172,381.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - JB James Construction LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 90,000.00 | 90,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00; 38' X 20' TIMBER BRIDGE) | 2 | EACH | 10,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00;35' X 20' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 145,000.00 | 145,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 15.00 | 900.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 500 | LNFT | 7.00 | 3,500.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 35 | EACH | 90.00 | 3,150.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,500 | LNFT | 1.60 | 4,000.00 |
| 0009 | 302-01-00100 | Class II Base Course | 545.6 | CUYD | 128.00 | 69,836.80 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 43 | CUYD | 102.00 | 4,386.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete (INCLUDES ASPHALT FOR TYPE "B" DRIVES) | 431.2 | TON | 200.00 | 86,240.00 |
| 0012 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 60.00 | 1,200.00 |
| 0013 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 32 | LNFT | 80.00 | 2,560.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 57.00 | 17,100.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 300 | LNFT | 29.00 | 8,700.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 95 | LNFT | 30.00 | 2,850.00 |
| 0017 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 135 | LNFT | 45.00 | 6,075.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 640 | SQYD | 64.00 | 40,960.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 640 | SQYD | 3.50 | 2,240.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 2.2 | TON | 1,000.00 | 2,200.00 |
| 0022 | 717-01-00100 | Seeding | 48 | LB | 12.00 | 576.00 |
| 0023 | 718-01-00100 | Fertilizer | 1,080 | LB | 8.00 | 8,640.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 80.00 | 1,920.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 2,316 | LNFT | 54.00 | 125,064.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1,500.00 | 4,500.00 |
| 0029 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 37,250.00 | 149,000.00 |
| 0030 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 37,000.00 | 222,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 4 | EACH | 9,000.00 | 36,000.00 |
| CONTRACTOR TOTAL | 1,271,597.80 | |||||