Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 065-06-0048 | |
| Parish: Lafourche | |
| Routes: LA 20 | |
| Description: LA 20 SAFETY IMPROVEMENTS | |
| Type Const: GRADING, PAVEMENT PATCHING, ULTRA THIN HMAC WEARING COURSE AND RELATED WORK. | |
| Estimated Construction Cost: $2,107,305.41 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $1,340,604.09 |
| 2 | 06276 | Barriere Construction Co., LLC | $1,519,420.00 |
| 3 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $1,571,910.25 |
| 4 | 06487 | Huey Stockstill, Inc. | $1,781,210.70 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Barriere Construction Co., LLC |
- 3 - F.G. Sullivan, Jr. Contractor LLC |
- 4 - Huey Stockstill, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 203-07-00100 | Borrow (Vehicular Measurement) | 75 | CUYD | 25.00 | 1,875.00 | 14.00 | 1,050.00 | 25.00 | 1,875.00 | 8.00 | 600.00 |
| 0002 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4,641.2 | CUYD | 5.00 | 23,206.00 | 40.00 | 185,648.00 | 50.00 | 232,060.00 | 40.00 | 185,648.00 |
| 0003 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 586.62 | SQYD | 100.00 | 58,662.00 | 100.00 | 58,662.00 | 100.00 | 58,662.00 | 110.00 | 64,528.20 |
| 0004 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 80,000.00 | 80,000.00 | 115,000.00 | 115,000.00 | 50,000.00 | 50,000.00 | 66,000.00 | 66,000.00 |
| 0005 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 9.04 | MILE | 1.00 | 9.04 | 500.00 | 4,520.00 | 500.00 | 4,520.00 | 200.00 | 1,808.00 |
| 0006 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.39 | MILE | 1.00 | 4.39 | 350.00 | 1,536.50 | 100.00 | 439.00 | 450.00 | 1,975.50 |
| 0007 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 30.61 | MILE | 1.00 | 30.61 | 350.00 | 10,713.50 | 100.00 | 3,061.00 | 700.00 | 21,427.00 |
| 0008 | 717-01-00100 | Seeding | 20 | LB | 10.00 | 200.00 | 20.00 | 400.00 | 21.00 | 420.00 | 5.00 | 100.00 |
| 0009 | 718-01-00100 | Fertilizer | 670 | LB | 0.25 | 167.50 | 1.00 | 670.00 | 1.00 | 670.00 | 0.20 | 134.00 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 125,000.00 | 125,000.00 | 75,000.00 | 75,000.00 | 178,000.00 | 178,000.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 635 | EACH | 5.25 | 3,333.75 | 6.00 | 3,810.00 | 5.25 | 3,333.75 | 9.00 | 5,715.00 |
| 0012 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 30.61 | MILE | 2,400.00 | 73,464.00 | 2,800.00 | 85,708.00 | 2,400.00 | 73,464.00 | 2,500.00 | 76,525.00 |
| 0013 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.39 | MILE | 850.00 | 3,731.50 | 1,000.00 | 4,390.00 | 850.00 | 3,731.50 | 1,000.00 | 4,390.00 |
| 0014 | 732-05-00100 | Removal of Existing Markings | 9.01 | MILE | 150.00 | 1,351.50 | 1,000.00 | 9,010.00 | 3,000.00 | 27,030.00 | 2,000.00 | 18,020.00 |
| 0015 | 735-01-00100 | Mailboxes | 406 | EACH | 2.00 | 812.00 | 9.00 | 3,654.00 | 8.00 | 3,248.00 | 6.00 | 2,436.00 |
| 0016 | 735-02-00100 | Mailbox Supports (Single) | 352 | EACH | 110.00 | 38,720.00 | 175.00 | 61,600.00 | 155.00 | 54,560.00 | 120.00 | 42,240.00 |
| 0017 | 735-03-00100 | Mailbox Supports (Double) | 12 | EACH | 200.00 | 2,400.00 | 300.00 | 3,600.00 | 275.00 | 3,300.00 | 200.00 | 2,400.00 |
| 0018 | 735-04-00100 | Mailbox Supports (Multiple) | 10 | EACH | 375.00 | 3,750.00 | 500.00 | 5,000.00 | 400.00 | 4,000.00 | 400.00 | 4,000.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 15,000.00 | 15,000.00 | 13,200.00 | 13,200.00 | 6,000.00 | 6,000.00 |
| 0020 | NS-500-00320 | Ultrathin HMAC Wearing Course System (3/4 Inch Thick) | 136,568 | SQYD | 6.35 | 867,206.80 | 6.00 | 819,408.00 | 7.00 | 955,976.00 | 8.00 | 1,092,544.00 |
| 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 6,720 | INLF | 0.25 | 1,680.00 | 0.75 | 5,040.00 | 0.50 | 3,360.00 | 1.00 | 6,720.00 |
| CONTRACTOR TOTAL | 1,340,604.09 | 1,519,420.00 | 1,571,910.25 | 1,781,210.70 | ||||||||