Bid Tabulations
Letting of
03/13/2013
LA DOTD Headquarters
| Lead Project: H.009590.6 | |
| Parish: Caldwell | |
| Routes: US 165 | |
| Description: US 165: RIVERTON OVERPASS - OUACHITA LINE | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, ASPHALTIC CONCRETE SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $1,509,732.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,389,366.82 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,396,508.24 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,504,794.48 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 5.3 | SQYD | 200.00 | 1,060.00 | 650.00 | 3,445.00 | 75.00 | 397.50 |
| 0002 | 502-01-00100 | Superpave Asphaltic Concrete | 8,318.2 | TON | 91.50 | 761,115.30 | 90.00 | 748,638.00 | 98.00 | 815,183.60 |
| 0003 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 68,152 | GAL | 3.70 | 252,162.40 | 3.35 | 228,309.20 | 3.40 | 231,716.80 |
| 0004 | 507-02-00200 | Aggregate (S2) | 116,397 | SQYD | 0.80 | 93,117.60 | 0.75 | 87,297.75 | 0.75 | 87,297.75 |
| 0005 | 507-02-00300 | Aggregate (S3) | 75,621 | SQYD | 0.80 | 60,496.80 | 0.55 | 41,591.55 | 0.55 | 41,591.55 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 75,621 | SQYD | 1.00 | 75,621.00 | 1.40 | 105,869.40 | 1.25 | 94,526.25 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,101 | CUYD | 15.00 | -31,515.00 | 1.00 | -2,101.00 | 0.10 | -210.10 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 657 | SQYD | 100.00 | 65,700.00 | 82.00 | 53,874.00 | 125.00 | 82,125.00 |
| 0009 | 602-05-02280 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (12" Thick) | 5.3 | SQYD | 500.00 | 2,650.00 | 700.00 | 3,710.00 | 1,500.00 | 7,950.00 |
| 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,500.00 | 15,500.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 0011 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.559 | MILE | 190.00 | 2,956.21 | 1.00 | 15.56 | 200.00 | 3,111.80 |
| 0012 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 28.427 | MILE | 215.00 | 6,111.81 | 1.00 | 28.43 | 1.00 | 28.43 |
| 0013 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,370 | EACH | 1.50 | 2,055.00 | 1.30 | 1,781.00 | 1.25 | 1,712.50 |
| 0014 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 |
| 0015 | 731-02-00100 | Reflectorized Raised Pavement Markers | 686 | EACH | 4.00 | 2,744.00 | 4.25 | 2,915.50 | 5.00 | 3,430.00 |
| 0016 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.476 | MILE | 2,200.00 | 20,847.20 | 2,400.00 | 22,742.40 | 2,600.00 | 24,637.60 |
| 0017 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.186 | MILE | 500.00 | 2,593.00 | 525.00 | 2,722.65 | 750.00 | 3,889.50 |
| 0018 | 732-05-00100 | Removal of Existing Markings FOR REMOVAL OF RAISED PAVEMENT MARKERS ONLY. | 5.186 | MILE | 150.00 | 777.90 | 100.00 | 518.60 | 350.00 | 1,815.10 |
| 0019 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 4 | LNFT | 25.00 | 100.00 | 9.25 | 37.00 | 25.00 | 100.00 |
| 0020 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 24 | LNFT | 25.00 | 600.00 | 9.25 | 222.00 | 25.00 | 600.00 |
| 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement SAWCUT FOR SHOULDER PATCHING | 24,456 | INLF | 0.60 | 14,673.60 | 0.20 | 4,891.20 | 0.20 | 4,891.20 |
| CONTRACTOR TOTAL | 1,389,366.82 | 1,396,508.24 | 1,504,794.48 | |||||||