Bid Tabulations
Letting of
06/30/2010
LA DOTD Headquarters
| Lead Project: 023-03-0023 | |
| Parish: Grant | |
| Routes: US 167 | |
| Description: JCT. LA 123 - JCT. LA 472 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $2,658,920.77 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $2,529,365.47 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,653,835.36 |
| 3 | 05789 | D & J Construction Co., Inc. | $3,183,612.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,300 | CUYD | 12.00 | 39,600.00 | 13.75 | 45,375.00 | 14.00 | 46,200.00 |
| 0002 | 306-02-00100 | Scarifying and Compacting Roadbed (6" Thick) | 525 | SQYD | 14.00 | 7,350.00 | 3.96 | 2,079.00 | 8.00 | 4,200.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 8,725 | CUYD | 35.00 | 305,375.00 | 65.86 | 574,628.50 | 68.00 | 593,300.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 19,312.3 | TON | 60.00 | 1,158,738.00 | 65.36 | 1,262,251.93 | 84.00 | 1,622,233.20 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,477.3 | TON | 115.00 | 284,889.50 | 110.86 | 274,633.48 | 105.00 | 260,116.50 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,303 | SQYD | 6.00 | 7,818.00 | 8.32 | 10,840.96 | 7.00 | 9,121.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -209 | CUYD | 1.00 | -209.00 | 0.10 | -20.90 | 0.10 | -20.90 |
| 0008 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 400 | SQYD | 78.00 | 31,200.00 | 51.47 | 20,588.00 | 75.00 | 30,000.00 |
| 0009 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 700 | SQYD | 120.00 | 84,000.00 | 65.47 | 45,829.00 | 90.00 | 63,000.00 |
| 0010 | 510-03-00100 | Pavement Joint Repair | 500 | TON | 130.00 | 65,000.00 | 185.83 | 92,915.00 | 190.00 | 95,000.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 22,960.20 | 22,960.20 | 75,000.00 | 75,000.00 |
| 0012 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.512 | MILE | 200.00 | 2,302.40 | 154.65 | 1,780.33 | 225.00 | 2,590.20 |
| 0013 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.512 | MILE | 1.00 | 11.51 | 522.97 | 6,020.43 | 300.00 | 3,453.60 |
| 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 23.024 | MILE | 1.00 | 23.02 | 605.55 | 13,942.18 | 750.00 | 17,268.00 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 225,000.00 | 225,000.00 | 39,118.63 | 39,118.63 | 132,000.00 | 132,000.00 |
| 0016 | 731-02-00100 | Reflectorized Raised Pavement Markers | 761 | EACH | 5.50 | 4,185.50 | 5.78 | 4,398.58 | 6.00 | 4,566.00 |
| 0017 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 45 | LNFT | 4.90 | 220.50 | 4.95 | 222.75 | 12.75 | 573.75 |
| 0018 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.512 | MILE | 2,700.00 | 31,082.40 | 2,752.50 | 31,686.78 | 2,300.00 | 26,477.60 |
| 0019 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.756 | MILE | 940.00 | 5,410.64 | 935.85 | 5,386.75 | 1,000.00 | 5,756.00 |
| 0020 | 735-01-00100 | Mailboxes | 16 | EACH | 10.00 | 160.00 | 1.10 | 17.60 | 5.00 | 80.00 |
| 0021 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 140.00 | 2,100.00 | 148.63 | 2,229.45 | 125.00 | 1,875.00 |
| 0022 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 200.00 | 200.00 | 247.72 | 247.72 | 300.00 | 300.00 |
| 0023 | 739-01-00100 | Hydro-Seeding | 5.6 | ACRE | 1,100.00 | 6,160.00 | 1,101.00 | 6,165.60 | 1,200.00 | 6,720.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 10,899.89 | 10,899.89 | 10,000.00 | 10,000.00 |
| 0025 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 30,400 | LNFT | 1.00 | 30,400.00 | 1.21 | 36,784.00 | 1.25 | 38,000.00 |
| 0026 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 27,350 | LNFT | 1.20 | 32,820.00 | 1.27 | 34,734.50 | 1.35 | 36,922.50 |
| 0027 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 115,500 | LNFT | 0.80 | 92,400.00 | 0.88 | 101,640.00 | 0.80 | 92,400.00 |
| 0028 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 16,200 | INLF | 0.44 | 7,128.00 | 0.40 | 6,480.00 | 0.40 | 6,480.00 |
| CONTRACTOR TOTAL | 2,529,365.47 | 2,653,835.36 | 3,183,612.45 | |||||||