Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: H.002693.6 | |
| Parish: Vernon | |
| Routes: LA 184 | |
| Description: LA 184: FORT POLK - JCT. LA 8 | |
| Type Const: PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $663,114.29 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $761,538.06 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $825,463.32 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $837,688.49 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 276 | CUYD | 100.00 | 27,600.00 | 64.00 | 17,664.00 | 60.00 | 16,560.00 |
| 0002 | 502-01-00100 | Superpave Asphaltic Concrete | 2,155.7 | TON | 81.25 | 175,150.63 | 110.00 | 237,127.00 | 95.00 | 204,791.50 |
| 0003 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 245 | TON | 81.25 | 19,906.25 | 185.00 | 45,325.00 | 200.00 | 49,000.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 19,444 | SQYD | 3.88 | 75,442.72 | 1.60 | 31,110.40 | 1.35 | 26,249.40 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -810 | CUYD | 100.00 | -81,000.00 | 0.10 | -81.00 | 1.00 | -810.00 |
| 0006 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,600 | SQYD | 80.00 | 128,000.00 | 78.00 | 124,800.00 | 90.00 | 144,000.00 |
| 0007 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 13,584 | LNFT | 1.50 | 20,376.00 | 1.50 | 20,376.00 | 1.80 | 24,451.20 |
| 0008 | 602-03-00100 | Cleaning and Sealing Random cracks | 3,857 | LNFT | 1.00 | 3,857.00 | 3.50 | 13,499.50 | 8.00 | 30,856.00 |
| 0009 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 700 | SQYD | 185.00 | 129,500.00 | 200.00 | 140,000.00 | 175.00 | 122,500.00 |
| 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 55,000.00 | 55,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 |
| 0011 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.342 | MILE | 400.00 | 1,736.80 | 165.00 | 716.43 | 200.00 | 868.40 |
| 0012 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.743 | MILE | 0.01 | 0.03 | 210.00 | 576.03 | 223.00 | 611.69 |
| 0013 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 13.12 | MILE | 0.01 | 0.13 | 360.00 | 4,723.20 | 400.00 | 5,248.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 1.6 | TON | 1,000.00 | 1,600.00 | 1,050.00 | 1,680.00 | 1,000.00 | 1,600.00 |
| 0015 | 717-01-00100 | Seeding | 24 | LB | 50.00 | 1,200.00 | 10.00 | 240.00 | 12.00 | 288.00 |
| 0016 | 718-01-00100 | Fertilizer | 800 | LB | 1.50 | 1,200.00 | 0.50 | 400.00 | 0.50 | 400.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 368 | EACH | 6.00 | 2,208.00 | 7.00 | 2,576.00 | 7.50 | 2,760.00 |
| 0019 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.419 | MILE | 2,800.00 | 23,573.20 | 3,000.00 | 25,257.00 | 3,000.00 | 25,257.00 |
| 0020 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.892 | MILE | 1,000.00 | 1,892.00 | 850.00 | 1,608.20 | 900.00 | 1,702.80 |
| 0021 | 732-05-00100 | Removal of Existing Markings | 1.2 | MILE | 4,500.00 | 5,400.00 | 2,100.00 | 2,520.00 | 2,230.00 | 2,676.00 |
| 0022 | 735-01-00100 | Mailboxes | 13 | EACH | 10.00 | 130.00 | 1.00 | 13.00 | 12.00 | 156.00 |
| 0023 | 735-02-00100 | Mailbox Supports (Single) | 13 | EACH | 110.00 | 1,430.00 | 140.00 | 1,820.00 | 100.00 | 1,300.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 41,100.00 | 41,100.00 | 3,100.00 | 3,100.00 | 4,500.00 | 4,500.00 |
| 0025 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 8,198 | LNFT | 1.20 | 9,837.60 | 1.25 | 10,247.50 | 1.75 | 14,346.50 |
| 0026 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 8,854 | LNFT | 1.25 | 11,067.50 | 1.30 | 11,510.20 | 1.70 | 15,051.80 |
| 0027 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 17,052 | LNFT | 0.85 | 14,494.20 | 0.90 | 15,346.80 | 1.00 | 17,052.00 |
| 0028 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 31,418 | INLF | 0.75 | 23,563.50 | 0.32 | 10,053.76 | 0.50 | 15,709.00 |
| 0029 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 9,818 | INLF | 1.25 | 12,272.50 | 1.35 | 13,254.30 | 2.40 | 23,563.20 |
| CONTRACTOR TOTAL | 761,538.06 | 825,463.32 | 837,688.49 | |||||||