Bid Tabulations
Letting of
02/13/2013
LA DOTD Headquarters
| Lead Project: H.009584.6 | |
| Parish: Concordia | |
| Routes: LA 15 | |
| Description: LA 15: LA 565 - LA 131 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $2,539,917.51 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $2,043,049.36 |
| 2 | 02214 | W. E. Blain & Sons, Inc. | $2,175,387.79 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,267,216.09 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $2,710,591.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - W. E. Blain & Sons, Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Diamond B Construction Co., L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-26300 | Removal of Median / Island | 151.6 | SQYD | 4.00 | 606.40 | 16.00 | 2,425.60 | 10.00 | 1,516.00 | 100.00 | 15,160.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 104 | CUYD | 20.00 | 2,080.00 | 28.00 | 2,912.00 | 20.00 | 2,080.00 | 9.50 | 988.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 101 | CUYD | 30.00 | 3,030.00 | 44.00 | 4,444.00 | 45.00 | 4,545.00 | 92.00 | 9,292.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 15,756 | TON | 80.00 | 1,260,480.00 | 83.75 | 1,319,565.00 | 83.00 | 1,307,748.00 | 101.50 | 1,599,234.00 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 80.6 | TON | 121.00 | 9,752.60 | 196.00 | 15,797.60 | 250.00 | 20,150.00 | 265.00 | 21,359.00 |
| 0006 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 93,008 | GAL | 3.40 | 316,227.20 | 3.40 | 316,227.20 | 3.70 | 344,129.60 | 4.20 | 390,633.60 |
| 0007 | 507-02-00200 | Aggregate (S2) | 136,775 | SQYD | 0.70 | 95,742.50 | 0.70 | 95,742.50 | 0.75 | 102,581.25 | 0.79 | 108,052.25 |
| 0008 | 507-02-00300 | Aggregate (S3) | 136,775 | SQYD | 0.57 | 77,961.75 | 0.57 | 77,961.75 | 0.60 | 82,065.00 | 0.69 | 94,374.75 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 135,677 | SQYD | 0.60 | 81,406.20 | 0.65 | 88,190.05 | 1.00 | 135,677.00 | 1.80 | 244,218.60 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,769 | CUYD | 0.10 | -376.90 | 0.10 | -376.90 | 1.00 | -3,769.00 | 15.00 | -56,535.00 |
| 0011 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 95.00 | 76,000.00 | 84.75 | 67,800.00 | 88.00 | 70,400.00 | 95.00 | 76,000.00 |
| 0012 | 701-12-01060 | Corrugated Metal Pipe (Extension) (24") | 4 | LNFT | 225.00 | 900.00 | 210.00 | 840.00 | 500.00 | 2,000.00 | 1,600.00 | 6,400.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,500.00 | 2,500.00 | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 | 14,000.00 | 14,000.00 |
| 0014 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.189 | MILE | 225.00 | 1,617.53 | 475.00 | 3,414.78 | 500.00 | 3,594.50 | 175.25 | 1,259.87 |
| 0015 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 16.651 | MILE | 350.00 | 5,827.85 | 300.00 | 4,995.30 | 300.00 | 4,995.30 | 315.00 | 5,245.07 |
| 0016 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,899 | EACH | 0.90 | 1,709.10 | 1.80 | 3,418.20 | 1.50 | 2,848.50 | 1.90 | 3,608.10 |
| 0017 | 726-01-00100 | Bedding Material | 1.2 | CUYD | 100.00 | 120.00 | 100.00 | 120.00 | 300.00 | 360.00 | 850.00 | 1,020.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 62,000.00 | 62,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | 90,000.00 |
| 0019 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,066 | EACH | 4.00 | 4,264.00 | 4.00 | 4,264.00 | 4.20 | 4,477.20 | 5.00 | 5,330.00 |
| 0020 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 581 | LNFT | 0.60 | 348.60 | 0.55 | 319.55 | 0.59 | 342.79 | 0.71 | 412.51 |
| 0021 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.651 | MILE | 2,300.00 | 38,297.30 | 2,300.00 | 38,297.30 | 2,300.00 | 38,297.30 | 2,500.00 | 41,627.50 |
| 0022 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.803 | MILE | 600.00 | 4,081.80 | 600.00 | 4,081.80 | 650.00 | 4,421.95 | 700.00 | 4,762.10 |
| 0023 | 732-05-00100 | Removal of Existing Markings FOR REMOVAL OF RAISED PAVEMENT MARKERS ONLY | 7.347 | MILE | 275.00 | 2,020.43 | 100.00 | 734.70 | 100.00 | 734.70 | 200.00 | 1,469.40 |
| 0024 | 735-01-00100 | Mailboxes | 5 | EACH | 25.00 | 125.00 | 1.00 | 5.00 | 20.00 | 100.00 | 1.25 | 6.25 |
| 0025 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 400.00 | 400.00 | 600.00 | 600.00 | 335.00 | 335.00 | 650.00 | 650.00 |
| 0026 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 500.00 | 500.00 | 700.00 | 700.00 | 500.00 | 500.00 | 750.00 | 750.00 |
| 0027 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 10,702 | LNFT | 2.00 | 21,404.00 | 2.18 | 23,330.36 | 2.80 | 29,965.60 | 2.50 | 26,755.00 |
| 0028 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 30,120 | INLF | 0.20 | 6,024.00 | 0.65 | 19,578.00 | 0.17 | 5,120.40 | 0.15 | 4,518.00 |
| CONTRACTOR TOTAL | 2,043,049.36 | 2,175,387.79 | 2,267,216.09 | 2,710,591.00 | ||||||||