Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.009102.6 | |
| Parish: LaSalle | |
| Routes: LA 8 | |
| Description: LA8 over little river bridge scour repairs | |
| Type Const: GRADING, DRAINAGE STRUCTURES, BRIDGE REPAIRS, AND RELATED WORK | |
| Estimated Construction Cost: $1,206,583.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,080,226.74 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $1,146,507.24 |
| 3 | 49239 | W L Bass Construction Inc. | $1,243,484.55 |
| 4 | 36827 | Shavers-Whittle Construction LLC | $1,302,879.10 |
| 5 | 26435 | C.E.C., Inc. | $1,804,471.75 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $2,353,007.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - W L Bass Construction Inc. |
- 4 - Shavers-Whittle Construction 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 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 32,000.00 | 32,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 203-03-00100 | Embankment | 2,130 | CUYD | 35.00 | 74,550.00 | 30.00 | 63,900.00 | 50.00 | 106,500.00 | 28.50 | 60,705.00 |
| 0003 | 203-04-00100 | Nonplastic Embankment | 659 | CUYD | 35.00 | 23,065.00 | 34.00 | 22,406.00 | 225.00 | 148,275.00 | 32.00 | 21,088.00 |
| 0004 | 703-03-00100 | Perforated Pipe Underdrains 6" Perforated Plastic Pipe Underdrains | 137.33 | LNFT | 38.00 | 5,218.54 | 28.00 | 3,845.24 | 35.00 | 4,806.55 | 50.00 | 6,866.50 |
| 0005 | 703-03-00100 | Perforated Pipe Underdrains 12" Perforated Plastic Pipe Underdrains | 192 | LNFT | 60.00 | 11,520.00 | 106.00 | 20,352.00 | 100.00 | 19,200.00 | 105.00 | 20,160.00 |
| 0006 | 703-04-00100 | Nonperforated Pipe Underdrains 6" Non Perforated Plastic Pipe Underdrains | 4 | LNFT | 75.00 | 300.00 | 63.00 | 252.00 | 50.00 | 200.00 | 20.00 | 80.00 |
| 0007 | 703-04-00100 | Nonperforated Pipe Underdrains 12" Non Perforated Plastic Pipe Underdrains | 16 | LNFT | 95.00 | 1,520.00 | 331.00 | 5,296.00 | 45.00 | 720.00 | 40.00 | 640.00 |
| 0008 | 711-01-06000 | Riprap (250 lb, 30" Thick) | 520 | SQYD | 130.00 | 67,600.00 | 86.00 | 44,720.00 | 100.00 | 52,000.00 | 120.00 | 62,400.00 |
| 0009 | 711-04-00100 | Geotextile Fabric | 1,302 | SQYD | 2.00 | 2,604.00 | 2.00 | 2,604.00 | 1.00 | 1,302.00 | 2.50 | 3,255.00 |
| 0010 | 712-04-00100 | Flexible Revetment | 227 | SQYD | 60.00 | 13,620.00 | 62.00 | 14,074.00 | 65.00 | 14,755.00 | 60.00 | 13,620.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 0012 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | 45,000.00 | 45,000.00 | 120,000.00 | 120,000.00 |
| 0013 | 803-03-00100 | Steel Sheet Pile Wall | 7,145 | SQFT | 50.00 | 357,250.00 | 55.00 | 392,975.00 | 45.00 | 321,525.00 | 69.00 | 493,005.00 |
| 0014 | 804-03-02160 | Steel Piles (36" Pipe) | 640 | LNFT | 394.00 | 252,160.00 | 280.00 | 179,200.00 | 440.00 | 281,600.00 | 450.00 | 288,000.00 |
| 0015 | 804-17-00100 | Dynamic Monitoring | 8 | EACH | 650.00 | 5,200.00 | 2,450.00 | 19,600.00 | 500.00 | 4,000.00 | 1,200.00 | 9,600.00 |
| 0016 | 805-01-00100 | Class A Concrete | 33.06 | CUYD | 1,200.00 | 39,672.00 | 1,200.00 | 39,672.00 | 725.00 | 23,968.50 | 1,150.00 | 38,019.00 |
| 0017 | 805-01-00700 | Class A Concrete (Bents) | 57.96 | CUYD | 875.00 | 50,715.00 | 1,860.00 | 107,805.60 | 1,200.00 | 69,552.00 | 855.00 | 49,555.80 |
| 0018 | 805-02-00500 | Class A(M) Concrete (Pile Fill) | 134.64 | CUYD | 240.00 | 32,313.60 | 210.00 | 28,274.40 | 600.00 | 80,784.00 | 250.00 | 33,660.00 |
| 0019 | 806-01-00100 | Deformed Reinforcing Steel | 14,354 | LB | 0.90 | 12,918.60 | 1.50 | 21,531.00 | 2.25 | 32,296.50 | 1.20 | 17,224.80 |
| CONTRACTOR TOTAL | 1,080,226.74 | 1,146,507.24 | 1,243,484.55 | 1,302,879.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - C.E.C., Inc. |
- 6 - Cecil D. Gassiott, LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 15,400.00 | 15,400.00 |
| 0002 | 203-03-00100 | Embankment | 2,130 | CUYD | 50.00 | 106,500.00 | 60.00 | 127,800.00 |
| 0003 | 203-04-00100 | Nonplastic Embankment | 659 | CUYD | 45.00 | 29,655.00 | 65.00 | 42,835.00 |
| 0004 | 703-03-00100 | Perforated Pipe Underdrains 6" Perforated Plastic Pipe Underdrains | 137.33 | LNFT | 75.00 | 10,299.75 | 200.00 | 27,466.00 |
| 0005 | 703-03-00100 | Perforated Pipe Underdrains 12" Perforated Plastic Pipe Underdrains | 192 | LNFT | 100.00 | 19,200.00 | 200.00 | 38,400.00 |
| 0006 | 703-04-00100 | Nonperforated Pipe Underdrains 6" Non Perforated Plastic Pipe Underdrains | 4 | LNFT | 150.00 | 600.00 | 100.00 | 400.00 |
| 0007 | 703-04-00100 | Nonperforated Pipe Underdrains 12" Non Perforated Plastic Pipe Underdrains | 16 | LNFT | 80.00 | 1,280.00 | 100.00 | 1,600.00 |
| 0008 | 711-01-06000 | Riprap (250 lb, 30" Thick) | 520 | SQYD | 170.00 | 88,400.00 | 143.00 | 74,360.00 |
| 0009 | 711-04-00100 | Geotextile Fabric | 1,302 | SQYD | 2.00 | 2,604.00 | 3.25 | 4,231.50 |
| 0010 | 712-04-00100 | Flexible Revetment | 227 | SQYD | 60.00 | 13,620.00 | 86.00 | 19,522.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 154,000.00 | 154,000.00 |
| 0012 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 141,000.00 | 141,000.00 |
| 0013 | 803-03-00100 | Steel Sheet Pile Wall | 7,145 | SQFT | 80.00 | 571,600.00 | 79.00 | 564,455.00 |
| 0014 | 804-03-02160 | Steel Piles (36" Pipe) | 640 | LNFT | 1,000.00 | 640,000.00 | 1,500.00 | 960,000.00 |
| 0015 | 804-17-00100 | Dynamic Monitoring | 8 | EACH | 2,000.00 | 16,000.00 | 5,000.00 | 40,000.00 |
| 0016 | 805-01-00100 | Class A Concrete | 33.06 | CUYD | 1,100.00 | 36,366.00 | 500.00 | 16,530.00 |
| 0017 | 805-01-00700 | Class A Concrete (Bents) | 57.96 | CUYD | 1,000.00 | 57,960.00 | 500.00 | 28,980.00 |
| 0018 | 805-02-00500 | Class A(M) Concrete (Pile Fill) | 134.64 | CUYD | 400.00 | 53,856.00 | 500.00 | 67,320.00 |
| 0019 | 806-01-00100 | Deformed Reinforcing Steel | 14,354 | LB | 1.50 | 21,531.00 | 2.00 | 28,708.00 |
| CONTRACTOR TOTAL | 1,804,471.75 | 2,353,007.50 | ||||||