Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.006334.6 | |
| Parish: Vermilion | |
| Routes: | |
| Description: LOPEZ ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $467,374.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $415,913.30 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $449,415.10 |
| 3 | 01012 | Cecil D. Gassiott, LLC | $460,776.44 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Cecil D. Gassiott, LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 100+00;22.73' X 25.35' TIMBER BRIDGE | 1 | EACH | 5,000.00 | 5,000.00 | 15,400.00 | 15,400.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 610 | SQYD | 5.00 | 3,050.00 | 5.00 | 3,050.00 | 8.50 | 5,185.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 16,000.00 | 16,000.00 | 14,000.00 | 14,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 10.00 | 240.00 | 17.00 | 408.00 | 15.00 | 360.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 140.00 | 560.00 | 170.00 | 680.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 800 | LNFT | 3.00 | 2,400.00 | 1.85 | 1,480.00 | 2.50 | 2,000.00 |
| 0008 | 302-01-00100 | Class II Base Course | 222.28 | CUYD | 85.00 | 18,893.80 | 110.00 | 24,450.80 | 115.00 | 25,562.20 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 100.00 | 600.00 | 99.00 | 594.00 | 120.00 | 720.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 0.00 | 0.00 | 91.50 | 9,150.00 | 70.00 | 7,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 172.1 | TON | 175.00 | 30,117.50 | 137.00 | 23,577.70 | 198.00 | 34,075.80 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 127 | LNFT | 80.00 | 10,160.00 | 41.00 | 5,207.00 | 50.00 | 6,350.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 107 | LNFT | 80.00 | 8,560.00 | 41.00 | 4,387.00 | 58.00 | 6,206.00 |
| 0014 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 55 | LNFT | 75.00 | 4,125.00 | 75.00 | 4,125.00 | 70.00 | 3,850.00 |
| 0016 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 25 | LNFT | 50.00 | 1,250.00 | 40.00 | 1,000.00 | 44.00 | 1,100.00 |
| 0017 | 705-01-00100 | Barbed Wire Fence | 165 | LNFT | 10.00 | 1,650.00 | 17.00 | 2,805.00 | 8.00 | 1,320.00 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 386 | SQYD | 70.00 | 27,020.00 | 55.35 | 21,365.10 | 50.00 | 19,300.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 386 | SQYD | 5.00 | 1,930.00 | 2.25 | 868.50 | 2.24 | 864.64 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1.1 | TON | 1,000.00 | 1,100.00 | 1,250.00 | 1,375.00 | 1,200.00 | 1,320.00 |
| 0022 | 717-01-00100 | Seeding | 25 | LB | 25.00 | 625.00 | 17.00 | 425.00 | 15.00 | 375.00 |
| 0023 | 718-01-00100 | Fertilizer | 560 | LB | 1.00 | 560.00 | 1.70 | 952.00 | 1.68 | 940.80 |
| 0024 | 726-01-00100 | Bedding Material | 4 | CUYD | 100.00 | 400.00 | 145.00 | 580.00 | 250.00 | 1,000.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 44,500.00 | 44,500.00 | 110,000.00 | 110,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 0027 | 735-01-00100 | Mailboxes | 1 | EACH | 100.00 | 100.00 | 115.00 | 115.00 | 17.00 | 17.00 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 125.00 | 125.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 16,260.00 | 16,260.00 | 8,500.00 | 8,500.00 |
| 0030 | 803-03-00100 | Steel Sheet Pile Wall | 630 | SQFT | 95.00 | 59,850.00 | 93.00 | 58,590.00 | 52.00 | 32,760.00 |
| 0031 | 804-01-00300 | Precast Concrete Piles (16") | 576 | LNFT | 65.00 | 37,440.00 | 65.00 | 37,440.00 | 60.00 | 34,560.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 |
| 0033 | 805-10-01200 | Bridge Superstructure and Substructure (24' Clear Roadway; 75 Degree Crossing) | 3 | SPAN | 32,500.00 | 97,500.00 | 34,750.00 | 104,250.00 | 30,000.00 | 90,000.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY, 75 DEG CROSSING W/O ASPHALT, W/ TAPERED CONC BARRIER RAI | 2 | EACH | 12,000.00 | 24,000.00 | 6,000.00 | 12,000.00 | 7,000.00 | 14,000.00 |
| 0035 | NS-804-00001 | Vibration Monitoring SHEET PILE | 9 | EACH | 225.00 | 2,025.00 | 500.00 | 4,500.00 | 225.00 | 2,025.00 |
| 0036 | NS-804-00001 | Vibration Monitoring PRECAST CONCRETE PILE | 12 | EACH | 668.00 | 8,016.00 | 500.00 | 6,000.00 | 315.00 | 3,780.00 |
| CONTRACTOR TOTAL | 415,913.30 | 449,415.10 | 460,776.44 | |||||||