Bid Tabulations
Letting of
02/23/2011
LA DOTD Headquarters
| Lead Project: 821-09-0014 | |
| Parish: Franklin | |
| Routes: LA 875 | |
| Description: N. JCT. LA 876 - US 425 | |
| Type Const: GRADING, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $849,234.42 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $831,315.00 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $927,280.46 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $996,919.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., 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 | 202-02-14500 | Removal of Guard Rail | 564 | LNFT | 7.00 | 3,948.00 | 7.00 | 3,948.00 | 8.00 | 4,512.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 308 | CUYD | 30.00 | 9,240.00 | 38.00 | 11,704.00 | 30.00 | 9,240.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,467 | CUYD | 30.00 | 44,010.00 | 76.00 | 111,492.00 | 80.00 | 117,360.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 5,950.4 | TON | 82.00 | 487,932.80 | 81.00 | 481,982.40 | 90.00 | 535,536.00 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 411.7 | TON | 120.00 | 49,404.00 | 226.00 | 93,044.20 | 175.00 | 72,047.50 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 264 | SQYD | 25.00 | 6,600.00 | 55.00 | 14,520.00 | 15.00 | 3,960.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6 | CUYD | 0.10 | -0.60 | 0.10 | -0.60 | 1.00 | -6.00 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,412 | SQYD | 90.00 | 127,080.00 | 75.00 | 105,900.00 | 78.00 | 110,136.00 |
| 0009 | 701-08-00100 | Relaying Pipe | 26 | LNFT | 125.00 | 3,250.00 | 160.00 | 4,160.00 | 70.00 | 1,820.00 |
| 0010 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 152 | LNFT | 56.00 | 8,512.00 | 60.00 | 9,120.00 | 60.00 | 9,120.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 100 | LNFT | 20.00 | 2,000.00 | 20.00 | 2,000.00 | 22.00 | 2,200.00 |
| 0012 | 704-08-00100 | Guard Rail Transitions (Single Thrie Beam) | 200 | LNFT | 38.00 | 7,600.00 | 38.00 | 7,600.00 | 42.00 | 8,400.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,100.00 | 16,800.00 | 2,500.00 | 20,000.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,000.00 | 3,000.00 | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 |
| 0015 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.298 | MILE | 350.00 | 1,854.30 | 310.00 | 1,642.38 | 100.00 | 529.80 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 32,400.00 | 32,400.00 | 65,000.00 | 65,000.00 |
| 0017 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 80.00 | 640.00 | 85.00 | 680.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 351 | EACH | 5.00 | 1,755.00 | 5.00 | 1,755.00 | 5.25 | 1,842.75 |
| 0019 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.189 | MILE | 8,000.00 | 1,512.00 | 8,100.00 | 1,530.90 | 4,100.00 | 774.90 |
| 0020 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.649 | MILE | 900.00 | 2,384.10 | 910.00 | 2,410.59 | 1,000.00 | 2,649.00 |
| 0021 | 732-05-00100 | Removal of Existing Markings | 2.649 | MILE | 600.00 | 1,589.40 | 510.00 | 1,350.99 | 300.00 | 794.70 |
| 0022 | 735-01-00100 | Mailboxes | 26 | EACH | 5.00 | 130.00 | 1.10 | 28.60 | 12.00 | 312.00 |
| 0023 | 735-02-00100 | Mailbox Supports (Single) | 22 | EACH | 150.00 | 3,300.00 | 125.00 | 2,750.00 | 100.00 | 2,200.00 |
| 0024 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 250.00 | 500.00 | 175.00 | 350.00 | 135.00 | 270.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 0026 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 20,380 | INLF | 0.30 | 6,114.00 | 0.40 | 8,152.00 | 0.37 | 7,540.60 |
| CONTRACTOR TOTAL | 831,315.00 | 927,280.46 | 996,919.25 | |||||||