Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-46-0110 | |
| Parish: St. Helena | |
| Routes: | |
| Description: LINDSEY ROAD BRIDGE OVER JOSEPH BRANCH | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $497,144.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39462 | Jb James Construction Llc | $424,430.00 |
| 2 | 40312 | Gray Construction Corp. | $457,687.50 |
| 3 | 09090 | Guinn Brothers, LLC. | $478,664.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jb James Construction Llc |
- 2 - Gray Construction Corp. |
- 3 - Guinn Brothers, LLC. |
|||
| 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 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00.;18.7' X 53' TIMBER BRIDGE) | 1 | EACH | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 19,500.00 | 19,500.00 | 18,000.00 | 18,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 8 | EACH | 15.00 | 120.00 | 15.00 | 120.00 | 10.00 | 80.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 150 | LNFT | 11.00 | 1,650.00 | 8.50 | 1,275.00 | 1.00 | 150.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 425 | LNFT | 3.00 | 1,275.00 | 3.00 | 1,275.00 | 3.00 | 1,275.00 |
| 0008 | 302-01-00100 | Class II Base Course | 215.1 | CUYD | 90.00 | 19,359.00 | 140.00 | 30,114.00 | 85.00 | 18,283.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 100.00 | 2,100.00 | 130.00 | 2,730.00 | 100.00 | 2,100.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 175.2 | TON | 180.00 | 31,536.00 | 190.00 | 33,288.00 | 225.00 | 39,420.00 |
| 0011 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 20 | LNFT | 75.00 | 1,500.00 | 68.25 | 1,365.00 | 100.00 | 2,000.00 |
| 0012 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 80 | LNFT | 65.00 | 5,200.00 | 52.35 | 4,188.00 | 85.00 | 6,800.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 53.00 | 5,300.00 | 60.00 | 6,000.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 45.00 | 4,500.00 | 40.00 | 4,000.00 | 45.00 | 4,500.00 |
| 0015 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 10.00 | 1,000.00 | 22.00 | 2,200.00 | 10.00 | 1,000.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 330 | SQYD | 54.00 | 17,820.00 | 78.10 | 25,773.00 | 75.00 | 24,750.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 330 | SQYD | 2.50 | 825.00 | 4.20 | 1,386.00 | 5.00 | 1,650.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 6,700.00 | 6,700.00 | 8,000.00 | 8,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.7 | TON | 2,000.00 | 1,400.00 | 2,000.00 | 1,400.00 | 2,000.00 | 1,400.00 |
| 0020 | 717-01-00100 | Seeding | 16 | LB | 20.00 | 320.00 | 20.00 | 320.00 | 25.00 | 400.00 |
| 0021 | 718-01-00100 | Fertilizer | 355 | LB | 3.00 | 1,065.00 | 2.90 | 1,029.50 | 1.00 | 355.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 | 75.00 | 600.00 | 100.00 | 800.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 |
| 0025 | 803-03-00100 | Steel Sheet Pile Wall | 880 | SQFT | 55.00 | 48,400.00 | 57.00 | 50,160.00 | 115.00 | 101,200.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 840 | LNFT | 65.00 | 54,600.00 | 108.35 | 91,014.00 | 65.00 | 54,600.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 150.00 | 150.00 | 1.00 | 1.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 26,000.00 | 78,000.00 | 31,000.00 | 93,000.00 | 32,500.00 | 97,500.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 7,000.00 | 14,000.00 | 6,600.00 | 13,200.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 424,430.00 | 457,687.50 | 478,664.50 | |||||||