Bid Tabulations
Letting of
10/27/2010
LA DOTD Headquarters
| Lead Project: 713-58-0011 | |
| Parish: Lafourche | |
| Routes: | |
| Description: ALARIO BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $781,986.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40312 | Gray Construction Corp. | $846,537.00 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $866,121.20 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $888,012.00 |
| 4 | 09090 | Guinn Brothers, LLC. | $899,346.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gray Construction Corp. |
- 2 - Cecil D. Gassiott, LLC |
- 3 - Coastal Bridge Co., L.L.C. |
- 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 | 3,800.00 | 3,800.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+43;76' X 27.4' CONCRETE BRIDGE) | 1 | EACH | 17,000.00 | 17,000.00 | 18,000.00 | 18,000.00 | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 |
| 0003 | 203-04-00300 | Nonplastic Embankment (Stone) (LIGHTWEIGHT STONE) | 124.4 | CUYD | 95.00 | 11,818.00 | 122.00 | 15,176.80 | 110.00 | 13,684.00 | 125.00 | 15,550.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,300.00 | 20,300.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 16.00 | 160.00 | 10.00 | 100.00 | 15.00 | 150.00 | 10.00 | 100.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 16.30 | 1,630.00 | 22.00 | 2,200.00 | 20.00 | 2,000.00 | 1.00 | 100.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 160.00 | 640.00 | 215.00 | 860.00 | 500.00 | 2,000.00 | 100.00 | 400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 110 | LNFT | 5.50 | 605.00 | 2.50 | 275.00 | 5.00 | 550.00 | 3.00 | 330.00 |
| 0009 | 302-01-00100 | Class II Base Course | 111.5 | CUYD | 130.00 | 14,495.00 | 125.00 | 13,937.50 | 90.00 | 10,035.00 | 110.00 | 12,265.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5 | CUYD | 140.00 | 700.00 | 165.00 | 825.00 | 100.00 | 500.00 | 100.00 | 500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 160.7 | TON | 219.00 | 35,193.30 | 300.00 | 48,210.00 | 250.00 | 40,175.00 | 250.00 | 40,175.00 |
| 0012 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 40 | LNFT | 66.00 | 2,640.00 | 165.00 | 6,600.00 | 100.00 | 4,000.00 | 100.00 | 4,000.00 |
| 0013 | 711-02-00100 | Riprap (2 lb) | 23 | CUYD | 165.00 | 3,795.00 | 92.00 | 2,116.00 | 110.00 | 2,530.00 | 200.00 | 4,600.00 |
| 0014 | 711-02-00400 | Riprap (55 lb) | 101 | CUYD | 179.00 | 18,079.00 | 92.00 | 9,292.00 | 110.00 | 11,110.00 | 200.00 | 20,200.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 147 | SQYD | 9.50 | 1,396.50 | 3.70 | 543.90 | 3.00 | 441.00 | 5.00 | 735.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,300.00 | 4,300.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 2,600.00 | 1,040.00 | 1,500.00 | 600.00 | 2,500.00 | 1,000.00 | 2,000.00 | 800.00 |
| 0018 | 717-01-00100 | Seeding | 2 | LB | 210.00 | 420.00 | 20.00 | 40.00 | 15.00 | 30.00 | 15.00 | 30.00 |
| 0019 | 718-01-00100 | Fertilizer | 70 | LB | 6.50 | 455.00 | 1.50 | 105.00 | 1.00 | 70.00 | 1.00 | 70.00 |
| 0020 | 726-01-00100 | Bedding Material | 7.4 | CUYD | 161.00 | 1,191.40 | 140.00 | 1,036.00 | 100.00 | 740.00 | 150.00 | 1,110.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 33,700.00 | 33,700.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 80,000.00 | 80,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 95.00 | 190.00 | 110.00 | 220.00 | 100.00 | 200.00 | 100.00 | 200.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 285.00 | 1,710.00 | 200.00 | 1,200.00 | 100.00 | 600.00 | 100.00 | 600.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 14,000.00 | 14,000.00 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 0025 | 803-03-00100 | Steel Sheet Pile Wall | 5,060 | SQFT | 55.00 | 278,300.00 | 55.00 | 278,300.00 | 56.00 | 283,360.00 | 60.00 | 303,600.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 2,322 | LNFT | 75.40 | 175,078.80 | 72.00 | 167,184.00 | 58.50 | 135,837.00 | 70.00 | 162,540.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 22,300.00 | 22,300.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0028 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) (19' SPAN) | 5 | SPAN | 31,400.00 | 157,000.00 | 30,000.00 | 150,000.00 | 34,000.00 | 170,000.00 | 32,500.00 | 162,500.00 |
| 0029 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/ TAPERED BARRIER RAIL) | 2 | EACH | 8,700.00 | 17,400.00 | 10,800.00 | 21,600.00 | 12,000.00 | 24,000.00 | 12,500.00 | 25,000.00 |
| 0030 | NS-804-00001 | Vibration Monitoring | 18 | EACH | 400.00 | 7,200.00 | 900.00 | 16,200.00 | 500.00 | 9,000.00 | 830.00 | 14,940.00 |
| CONTRACTOR TOTAL | 846,537.00 | 866,121.20 | 888,012.00 | 899,346.00 | ||||||||