Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-57-0101 | |
| Parish: Vermilion | |
| Routes: | |
| Description: CONRAD ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $802,718.10 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $736,542.60 |
| 2 | 39462 | Jb James Construction Llc | $784,066.23 |
| 3 | 40312 | Gray Construction Corp. | $825,477.39 |
| 4 | 09090 | Guinn Brothers, LLC. | $887,731.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Jb James Construction Llc |
- 3 - Gray Construction Corp. |
- 4 - Guinn Brothers, 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 | 2,500.00 | 2,500.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA1+204.85; 7.4M X 5.8M CONCRETE BRIDGE | 1 | each | 5,000.00 | 5,000.00 | 5,600.00 | 5,600.00 | 9,800.00 | 9,800.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 1+209.73; 5.8M X 15.5M TIMBER BRIDG | 1 | each | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 12,800.00 | 12,800.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 750 | sq m | 4.00 | 3,000.00 | 5.00 | 3,750.00 | 3.59 | 2,691.00 | 8.00 | 6,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 40,000.00 | 40,000.00 | 68,000.00 | 68,000.00 | 68,000.00 | 68,000.00 | 65,000.00 | 65,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | each | 16.00 | 768.00 | 14.00 | 672.00 | 14.00 | 672.00 | 10.00 | 480.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 30 | ln m | 70.00 | 2,100.00 | 32.00 | 960.00 | 29.53 | 885.83 | 1.00 | 30.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | each | 140.00 | 1,120.00 | 130.00 | 1,040.00 | 120.00 | 960.00 | 100.00 | 800.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 120 | ln m | 11.00 | 1,320.00 | 10.00 | 1,200.00 | 9.84 | 1,181.10 | 4.00 | 480.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 286.6 | cu m | 115.00 | 32,959.00 | 130.00 | 37,258.00 | 145.18 | 41,609.30 | 115.00 | 32,959.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | cu m | 125.00 | 4,375.00 | 122.00 | 4,270.00 | 185.73 | 6,500.51 | 125.00 | 4,375.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 179.8 | Mg | 300.00 | 53,940.00 | 265.00 | 47,647.00 | 264.55 | 47,566.92 | 300.00 | 53,940.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (450 mm PP/CMP) | 34 | ln m | 210.00 | 7,140.00 | 135.00 | 4,590.00 | 108.27 | 3,681.10 | 150.00 | 5,100.00 |
| 0014 | 701-05-02100 | Side Drain Pipe (Erosion) (900 mm PP/CMP) | 144 | ln m | 325.00 | 46,800.00 | 233.00 | 33,552.00 | 252.62 | 36,377.96 | 400.00 | 57,600.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 15.24 | ln m | 215.00 | 3,276.60 | 185.00 | 2,819.40 | 183.73 | 2,800.00 | 200.00 | 3,048.00 |
| 0016 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 15.24 | ln m | 100.00 | 1,524.00 | 92.00 | 1,402.08 | 95.14 | 1,450.00 | 110.00 | 1,676.40 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | each | 2,400.00 | 4,800.00 | 2,200.00 | 4,400.00 | 221.00 | 442.00 | 2,500.00 | 5,000.00 |
| 0018 | 705-01-00100 | Barbed Wire Fence | 35 | ln m | 60.00 | 2,100.00 | 50.00 | 1,750.00 | 62.34 | 2,181.76 | 50.00 | 1,750.00 |
| 0019 | 705-05-00100 | Double Swinging Driveway Gates 1200MM HEIGHT | 1 | dbgt | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 0020 | 705-06-00100 | Chain Link Fence (1200 mm Height) | 5 | ln m | 115.00 | 575.00 | 100.00 | 500.00 | 101.71 | 508.53 | 200.00 | 1,000.00 |
| 0021 | 712-04-00100 | Flexible Revetment | 494 | sq m | 80.00 | 39,520.00 | 65.00 | 32,110.00 | 101.06 | 49,924.23 | 90.00 | 44,460.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 11,500.00 | 11,500.00 | 20,000.00 | 20,000.00 | 11,600.00 | 11,600.00 | 15,000.00 | 15,000.00 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.5 | Mg | 2,600.00 | 1,300.00 | 2,500.00 | 1,250.00 | 6,393.40 | 3,196.70 | 3,000.00 | 1,500.00 |
| 0024 | 717-01-00100 | Seeding | 5 | kg | 65.00 | 325.00 | 60.00 | 300.00 | 60.00 | 300.00 | 40.00 | 200.00 |
| 0025 | 718-01-00100 | Fertilizer | 113 | kg | 6.00 | 678.00 | 6.00 | 678.00 | 6.00 | 678.00 | 5.00 | 565.00 |
| 0026 | 726-01-00100 | Bedding Material | 43 | cu m | 85.00 | 3,655.00 | 85.00 | 3,655.00 | 161.53 | 6,945.87 | 115.00 | 4,945.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | lump | 65,000.00 | 65,000.00 | 80,000.00 | 80,000.00 | 44,000.00 | 44,000.00 | 72,500.00 | 72,500.00 |
| 0028 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | each | 75.00 | 300.00 | 65.00 | 260.00 | 65.00 | 260.00 | 100.00 | 400.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | each | 80.00 | 480.00 | 75.00 | 450.00 | 75.00 | 450.00 | 100.00 | 600.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | lump | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 2,800.00 | 2,800.00 | 12,000.00 | 12,000.00 |
| 0031 | 804-01-00400 | Precast Concrete Piles (450 mm) | 387 | ln m | 240.00 | 92,880.00 | 159.00 | 61,533.00 | 334.65 | 129,507.89 | 265.00 | 102,555.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | each | 1,500.00 | 1,500.00 | 100.00 | 100.00 | 150.00 | 150.00 | 1.00 | 1.00 |
| 0033 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 15.54 | cu m | 2,000.00 | 31,080.00 | 1,800.00 | 27,972.00 | 3,008.29 | 46,748.76 | 2,000.00 | 31,080.00 |
| 0034 | 805-10-01300 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) | 5 | span | 28,500.00 | 142,500.00 | 31,500.00 | 157,500.00 | 31,000.00 | 155,000.00 | 35,000.00 | 175,000.00 |
| 0035 | 805-12-11040 | Reinforced Concrete Box Culverts (2100 mm x 1500 mm) (Cast-In-Place) | 50.1 | ln m | 1,700.00 | 85,170.00 | 2,300.00 | 115,230.00 | 2,145.67 | 107,498.03 | 2,475.00 | 123,997.50 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 719 | kg | 3.00 | 2,157.00 | 2.25 | 1,617.75 | 2.10 | 1,509.90 | 10.00 | 7,190.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs 7.3M CLR RDWY; 90 DEG CROSSING | 2 | each | 10,000.00 | 20,000.00 | 7,500.00 | 15,000.00 | 6,400.00 | 12,800.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 736,542.60 | 784,066.23 | 825,477.39 | 887,731.90 | ||||||||