Bid Tabulations
Letting of
08/25/2010
LA DOTD Headquarters
| Lead Project: 024-06-0045 | |
| Parish: Vernon | |
| Routes: US 171 | |
| Description: FT. POLK - BEGINNING PCCP | |
| Type Const: PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $1,001,245.29 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $862,742.08 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $916,615.46 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $998,409.22 |
| 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 | 502-01-00100 | Superpave Asphaltic Concrete | 5,663 | TON | 78.00 | 441,714.00 | 91.00 | 515,333.00 | 85.00 | 481,355.00 |
| 0002 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 52.7 | TON | 125.00 | 6,587.50 | 245.00 | 12,911.50 | 130.00 | 6,851.00 |
| 0003 | 509-01-00100 | Cold Planing Asphaltic Pavement | 41,951 | SQYD | 5.37 | 225,276.87 | 1.15 | 48,243.65 | 0.60 | 25,170.60 |
| 0004 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,749 | CUYD | 122.00 | -213,378.00 | 0.10 | -174.90 | 1.00 | -1,749.00 |
| 0005 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 1,930 | SQYD | 96.50 | 186,245.00 | 102.41 | 197,651.30 | 135.00 | 260,550.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 6,619.82 | 6,619.82 | 13,000.00 | 13,000.00 |
| 0007 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 5.439 | MILE | 400.00 | 2,175.60 | 155.90 | 847.94 | 300.00 | 1,631.70 |
| 0008 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.439 | MILE | 0.01 | 0.05 | 330.36 | 1,796.83 | 1.00 | 5.44 |
| 0009 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.878 | MILE | 0.01 | 0.11 | 440.48 | 4,791.54 | 1.00 | 10.88 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 25,500.00 | 25,500.00 | 55,000.00 | 55,000.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 359 | EACH | 5.00 | 1,795.00 | 4.96 | 1,780.64 | 7.50 | 2,692.50 |
| 0012 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 7.00 | 168.00 | 6.61 | 158.64 | 28.00 | 672.00 |
| 0013 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.439 | MILE | 2,300.00 | 12,509.70 | 2,422.66 | 13,176.85 | 3,000.00 | 16,317.00 |
| 0014 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.72 | MILE | 900.00 | 2,448.00 | 880.97 | 2,396.24 | 2,000.00 | 5,440.00 |
| 0015 | 735-01-00100 | Mailboxes | 10 | EACH | 1.00 | 10.00 | 1.10 | 11.00 | 10.00 | 100.00 |
| 0016 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 2,000.00 | 2,000.00 | 220.24 | 220.24 | 140.00 | 140.00 |
| 0017 | 735-03-00100 | Mailbox Supports (Double) | 3 | EACH | 2,000.00 | 6,000.00 | 275.30 | 825.90 | 200.00 | 600.00 |
| 0018 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 2,000.00 | 6,000.00 | 440.48 | 1,321.44 | 225.00 | 675.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 1.00 | 1.00 | 2,753.03 | 2,753.03 | 4,500.00 | 4,500.00 |
| 0020 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 24,000 | LNFT | 1.10 | 26,400.00 | 1.38 | 33,120.00 | 1.00 | 24,000.00 |
| 0021 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 5,000 | LNFT | 1.25 | 6,250.00 | 1.38 | 6,900.00 | 2.00 | 10,000.00 |
| 0022 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 29,000 | LNFT | 1.00 | 29,000.00 | 0.94 | 27,260.00 | 1.00 | 29,000.00 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 50,000 | INLF | 0.70 | 35,000.00 | 0.10 | 5,000.00 | 0.70 | 35,000.00 |
| 0024 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 25,000 | INLF | 0.90 | 22,500.00 | 0.21 | 5,250.00 | 1.00 | 25,000.00 |
| 0025 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 5.438 | MILE | 375.00 | 2,039.25 | 537.11 | 2,920.80 | 450.00 | 2,447.10 |
| CONTRACTOR TOTAL | 862,742.08 | 916,615.46 | 998,409.22 | |||||||