Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-46-0112 | |
| Parish: St. Helena | |
| Routes: | |
| Description: TRAVIS ROAD BRIDGE OVER TAYLOR CREEK | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $308,054.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02109 | Chambers Construction Co, Inc. | $281,601.73 |
| 2 | 09090 | Guinn Brothers, LLC. | $339,412.00 |
| 3 | 39462 | JB James Construction LLC | $344,074.00 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $344,094.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Chambers Construction Co, Inc. |
- 2 - Guinn Brothers, LLC. |
- 3 - JB James Construction LLC |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 4,570.00 | 4,570.00 | 8,000.00 | 8,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 150+00;18.6' X 39.0' TIMBER BRIDGE) | 1 | EACH | 4,900.00 | 4,900.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 16,000.00 | 16,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 9,725.00 | 9,725.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 80.00 | 800.00 | 10.00 | 100.00 | 15.00 | 150.00 | 30.00 | 300.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 50 | LNFT | 5.00 | 250.00 | 0.00 | 0.00 | 10.00 | 500.00 | 15.00 | 750.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 150.00 | 300.00 | 100.00 | 200.00 | 150.00 | 300.00 | 125.00 | 250.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 650 | LNFT | 4.90 | 3,185.00 | 4.00 | 2,600.00 | 3.00 | 1,950.00 | 3.00 | 1,950.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) | 126.6 | CUYD | 135.25 | 17,122.65 | 100.00 | 12,660.00 | 120.00 | 15,192.00 | 150.00 | 18,990.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 98.8 | TON | 230.00 | 22,724.00 | 275.00 | 27,170.00 | 200.00 | 19,760.00 | 225.00 | 22,230.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 81.50 | 8,150.00 | 70.00 | 7,000.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0011 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 42.50 | 4,250.00 | 40.00 | 4,000.00 | 30.00 | 3,000.00 | 35.00 | 3,500.00 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 60 | LNFT | 59.00 | 3,540.00 | 20.00 | 1,200.00 | 10.00 | 600.00 | 20.00 | 1,200.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 333 | SQYD | 56.00 | 18,648.00 | 100.00 | 33,300.00 | 55.00 | 18,315.00 | 60.00 | 19,980.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 333 | SQYD | 2.00 | 666.00 | 5.00 | 1,665.00 | 3.00 | 999.00 | 4.00 | 1,332.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,500.00 | 8,500.00 | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.3 | TON | 3,750.00 | 1,125.00 | 5,000.00 | 1,500.00 | 3,000.00 | 900.00 | 2,000.00 | 600.00 |
| 0017 | 717-01-00100 | Seeding | 8 | LB | 32.50 | 260.00 | 15.00 | 120.00 | 25.00 | 200.00 | 40.00 | 320.00 |
| 0018 | 718-01-00100 | Fertilizer | 168 | LB | 2.60 | 436.80 | 2.00 | 336.00 | 2.00 | 336.00 | 5.00 | 840.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 15,800.00 | 15,800.00 | 32,500.00 | 32,500.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 90.00 | 720.00 | 85.00 | 680.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,650.00 | 6,650.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 696 | LNFT | 47.93 | 33,359.28 | 60.00 | 41,760.00 | 62.00 | 43,152.00 | 57.00 | 39,672.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 |
| 0024 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 33,400.00 | 100,200.00 | 35,000.00 | 105,000.00 | 31,000.00 | 93,000.00 | 39,000.00 | 117,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING)(W/O ASPHALT) | 2 | EACH | 7,770.00 | 15,540.00 | 10,000.00 | 20,000.00 | 7,000.00 | 14,000.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 281,601.73 | 339,412.00 | 344,074.00 | 344,094.00 | ||||||||