Bid Tabulations
Letting of
04/11/2012
LA DOTD Headquarters
| Lead Project: H.009227.6 | |
| Parish: Lincoln, Union | |
| Routes: US 63 | |
| Description: Dubach - 0.835 Mi. South of LA 2 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $1,174,592.04 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,224,522.20 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,266,193.25 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,352,200.36 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Approx. 3.896 acres | 1 | LUMP | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 |
| 0002 | 201-01-00200 | Clearing and Grubbing (Selective) Approx. 3.444 acres | 1 | LUMP | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 | 6,700.00 | 6,700.00 |
| 0003 | 502-01-00100 | Superpave Asphaltic Concrete | 4,802 | TON | 110.00 | 528,220.00 | 115.00 | 552,230.00 | 110.00 | 528,220.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 43,654 | SQYD | 2.00 | 87,308.00 | 1.20 | 52,384.80 | 2.65 | 115,683.10 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,817 | CUYD | 0.10 | -181.70 | 1.00 | -1,817.00 | 0.10 | -181.70 |
| 0006 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) Shoulders | 1,500 | SQYD | 80.00 | 120,000.00 | 85.00 | 127,500.00 | 76.00 | 114,000.00 |
| 0008 | 510-03-00100 | Pavement Joint Repair | 580.4 | TON | 200.00 | 116,080.00 | 210.00 | 121,884.00 | 193.00 | 112,017.20 |
| 0009 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 65,000.00 | 65,000.00 | 35,000.00 | 35,000.00 | 74,000.00 | 74,000.00 |
| 0010 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.174 | MILE | 250.00 | 1,543.50 | 400.00 | 2,469.60 | 190.00 | 1,173.06 |
| 0011 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.174 | MILE | 250.00 | 1,543.50 | 100.00 | 617.40 | 300.00 | 1,852.20 |
| 0012 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 12.348 | MILE | 400.00 | 4,939.20 | 100.00 | 1,234.80 | 400.00 | 4,939.20 |
| 0013 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 95,000.00 | 95,000.00 | 80,000.00 | 80,000.00 |
| 0014 | 731-02-00100 | Reflectorized Raised Pavement Markers | 410 | EACH | 6.00 | 2,460.00 | 6.50 | 2,665.00 | 7.00 | 2,870.00 |
| 0015 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.174 | MILE | 3,000.00 | 18,522.00 | 3,300.00 | 20,374.20 | 3,000.00 | 18,522.00 |
| 0016 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.087 | MILE | 1,000.00 | 3,087.00 | 950.00 | 2,932.65 | 900.00 | 2,778.30 |
| 0017 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,000.00 | 2,000.00 | 6,500.00 | 6,500.00 | 4,000.00 | 4,000.00 |
| 0018 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 47,472 | LNFT | 1.05 | 49,845.60 | 1.40 | 66,460.80 | 1.25 | 59,340.00 |
| 0019 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 19,098 | LNFT | 1.20 | 22,917.60 | 1.50 | 28,647.00 | 1.50 | 28,647.00 |
| 0020 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 66,570 | LNFT | 0.75 | 49,927.50 | 1.00 | 66,570.00 | 1.00 | 66,570.00 |
| 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 29,800 | INLF | 0.15 | 4,470.00 | 0.30 | 8,940.00 | 0.15 | 4,470.00 |
| 0022 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 30,000 | INLF | 0.15 | 4,500.00 | 0.30 | 9,000.00 | 0.15 | 4,500.00 |
| 0023 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) Roadway | 516 | SQYD | 115.00 | 59,340.00 | 100.00 | 51,600.00 | 225.00 | 116,100.00 |
| CONTRACTOR TOTAL | 1,224,522.20 | 1,266,193.25 | 1,352,200.36 | |||||||