Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 713-16-0113 | |
| Parish: Desoto | |
| Routes: | |
| Description: HUNTER RD BR OVER CLEMENT CREEK & GEORGE HUNT ROAD BR | |
| Type Const: REMOVAL OF BRIDGE, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, REINFORCED CONCRETE BOX CULVERTS, CONCRETE SLAB SPAN BRIDGE, AGGREGATE SURFACING AND RELATED WORK. | |
| Estimated Construction Cost: $885,578.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $796,673.50 |
| 2 | 49239 | W L Bass Construction Inc. | $858,387.00 |
| 3 | 18546 | C W & W Contractors, Inc. | $892,826.00 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $964,575.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - W L Bass Construction Inc. |
- 3 - C W & W Contractors, Inc. |
- 4 - Cecil D. Gassiott, LLC |
||||
| 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 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 250.00 | 250.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Sta 15+00; 22.07' x 69.63' Timber Bridge) | 1 | EACH | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 27 | EACH | 10.00 | 270.00 | 0.00 | 0.00 | 10.00 | 270.00 | 7.50 | 202.50 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 92 | LNFT | 10.00 | 920.00 | 0.00 | 0.00 | 10.00 | 920.00 | 10.00 | 920.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 100.00 | 600.00 | 0.00 | 0.00 | 125.00 | 750.00 | 150.00 | 900.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,849 | LNFT | 3.00 | 5,547.00 | 0.00 | 0.00 | 3.00 | 5,547.00 | 2.50 | 4,622.50 |
| 0009 | 302-01-00100 | Class II Base Course | 173.9 | CUYD | 160.00 | 27,824.00 | 100.00 | 17,390.00 | 100.00 | 17,390.00 | 90.00 | 15,651.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 0.00 | 0.00 | 75.00 | 15,000.00 | 100.00 | 20,000.00 | 75.00 | 15,000.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 126.7 | CUYD | 100.00 | 12,670.00 | 75.00 | 9,502.50 | 100.00 | 12,670.00 | 85.00 | 10,769.50 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 134.3 | TON | 260.00 | 34,918.00 | 225.00 | 30,217.50 | 250.00 | 33,575.00 | 250.00 | 33,575.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 40 | LNFT | 125.00 | 5,000.00 | 75.00 | 3,000.00 | 60.00 | 2,400.00 | 70.00 | 2,800.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 30.00 | 3,000.00 | 75.00 | 7,500.00 | 60.00 | 6,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 50.00 | 5,000.00 | 45.00 | 4,500.00 | 35.00 | 3,500.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 200 | LNFT | 15.00 | 3,000.00 | 18.00 | 3,600.00 | 20.00 | 4,000.00 | 6.00 | 1,200.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 109 | SQYD | 70.00 | 7,630.00 | 65.00 | 7,085.00 | 85.00 | 9,265.00 | 65.00 | 7,085.00 |
| 0018 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 304 | SQYD | 85.00 | 25,840.00 | 65.00 | 19,760.00 | 95.00 | 28,880.00 | 65.00 | 19,760.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 413 | SQYD | 5.00 | 2,065.00 | 2.00 | 826.00 | 3.00 | 1,239.00 | 3.00 | 1,239.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 24,000.00 | 24,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 7,500.00 | 7,500.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 2,000.00 | 2,600.00 | 2,000.00 | 2,600.00 | 2,000.00 | 2,600.00 | 800.00 | 1,040.00 |
| 0022 | 717-01-00100 | Seeding | 34 | LB | 15.00 | 510.00 | 10.00 | 340.00 | 50.00 | 1,700.00 | 15.00 | 510.00 |
| 0023 | 718-01-00100 | Fertilizer | 660 | LB | 1.00 | 660.00 | 5.00 | 3,300.00 | 2.00 | 1,320.00 | 2.00 | 1,320.00 |
| 0024 | 726-01-00100 | Bedding Material | 276 | CUYD | 100.00 | 27,600.00 | 100.00 | 27,600.00 | 125.00 | 34,500.00 | 100.00 | 27,600.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 50.00 | 400.00 | 100.00 | 800.00 | 70.00 | 560.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 100.00 | 800.00 | 70.00 | 560.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 0029 | 804-01-00200 | Precast Concrete Piles (14") | 900 | LNFT | 55.00 | 49,500.00 | 125.00 | 112,500.00 | 110.00 | 99,000.00 | 70.00 | 63,000.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 0.00 | 0.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 0031 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 67.45 | CUYD | 1,250.00 | 84,312.50 | 1,000.00 | 67,450.00 | 1,000.00 | 67,450.00 | 1,100.00 | 74,195.00 |
| 0032 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 32,500.00 | 162,500.00 | 35,000.00 | 175,000.00 | 25,000.00 | 125,000.00 | 40,000.00 | 200,000.00 |
| 0033 | 805-12-02000 | Reinforced Concrete Box Culverts (5' x 5') | 160 | LNFT | 365.00 | 58,400.00 | 310.00 | 49,600.00 | 350.00 | 56,000.00 | 375.00 | 60,000.00 |
| 0034 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 132 | LNFT | 645.00 | 85,140.00 | 525.00 | 69,300.00 | 700.00 | 92,400.00 | 625.00 | 82,500.00 |
| 0035 | 806-01-00100 | Deformed Reinforcing Steel | 5,783 | LB | 2.00 | 11,566.00 | 2.00 | 11,566.00 | 3.00 | 17,349.00 | 2.00 | 11,566.00 |
| 0036 | NS-800-00040 | Concrete Approach Slabs (24' Clr Rdwy, 90 Deg Crossing w/o Asphalt) | 2 | EACH | 8,500.00 | 17,000.00 | 8,500.00 | 17,000.00 | 12,500.00 | 25,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 796,673.50 | 858,387.00 | 892,826.00 | 964,575.50 | ||||||||