Bid Tabulations
Letting of
05/25/2011
LA DOTD Headquarters
| Lead Project: 074-02-0025 | |
| Parish: Rapides | |
| Routes: LA 28 | |
| Description: LA 28: LEFT TURN LANE (TSM) | |
| Type Const: PAVEMENT PATCHING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $411,386.10 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 41115 | Kdc Construction Co., Llc | $376,615.57 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $483,218.20 |
| 3 | 05789 | D & J Construction Co., Inc. | $511,285.45 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $521,097.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Kdc Construction Co., Llc |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
- 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 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 347 | SQYD | 3.40 | 1,179.80 | 13.00 | 4,511.00 | 8.00 | 2,776.00 | 13.00 | 4,511.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,587.8 | SQYD | 3.65 | 9,445.47 | 11.00 | 28,465.80 | 5.00 | 12,939.00 | 13.00 | 33,641.40 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 50 | CUYD | 6.35 | 317.50 | 40.00 | 2,000.00 | 36.00 | 1,800.00 | 100.00 | 5,000.00 |
| 0005 | 302-02-06120 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete) | 2,966.2 | SQYD | 24.40 | 72,375.28 | 35.00 | 103,817.00 | 36.00 | 106,783.20 | 45.00 | 133,479.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 40.00 | 240.00 | 300.00 | 1,800.00 | 125.00 | 750.00 | 150.00 | 900.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 1,339.4 | TON | 131.16 | 175,675.70 | 125.00 | 167,425.00 | 135.00 | 180,819.00 | 130.00 | 174,122.00 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 81.2 | TON | 142.00 | 11,530.40 | 225.00 | 18,270.00 | 225.00 | 18,270.00 | 300.00 | 24,360.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 4,890 | SQYD | 2.35 | 11,491.50 | 2.60 | 12,714.00 | 4.00 | 19,560.00 | 3.50 | 17,115.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -277 | CUYD | 24.25 | -6,717.25 | 1.00 | -277.00 | 0.10 | -27.70 | 0.10 | -27.70 |
| 0011 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 230 | SQYD | 58.00 | 13,340.00 | 95.00 | 21,850.00 | 125.00 | 28,750.00 | 105.00 | 24,150.00 |
| 0012 | 701-03-02020 | Storm Drain Pipe (Outfall) (18" PP or 24" CMP) | 38 | LNFT | 78.00 | 2,964.00 | 80.00 | 3,040.00 | 75.00 | 2,850.00 | 110.00 | 4,180.00 |
| 0013 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,800.00 | 3,800.00 | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 5,200.00 | 5,200.00 |
| 0014 | 706-02-00200 | Concrete Drive (6" Thick) | 306 | SQYD | 43.20 | 13,219.20 | 72.00 | 22,032.00 | 70.00 | 21,420.00 | 70.00 | 21,420.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 9,000.00 | 9,000.00 |
| 0016 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.201 | MILE | 2,500.00 | 3,002.50 | 600.00 | 720.60 | 750.00 | 900.75 | 800.00 | 960.80 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 15,000.00 | 15,000.00 | 48,000.00 | 48,000.00 | 42,000.00 | 42,000.00 | 30,000.00 | 30,000.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 427 | EACH | 6.00 | 2,562.00 | 5.80 | 2,476.60 | 6.00 | 2,562.00 | 6.00 | 2,562.00 |
| 0019 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 185 | LNFT | 1.80 | 333.00 | 1.50 | 277.50 | 4.00 | 740.00 | 2.00 | 370.00 |
| 0020 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 423 | LNFT | 5.40 | 2,284.20 | 5.00 | 2,115.00 | 7.00 | 2,961.00 | 6.00 | 2,538.00 |
| 0021 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.433 | MILE | 3,190.00 | 4,571.27 | 3,200.00 | 4,585.60 | 3,000.00 | 4,299.00 | 3,800.00 | 5,445.40 |
| 0022 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.066 | MILE | 5,500.00 | 363.00 | 3,300.00 | 217.80 | 7,500.00 | 495.00 | 6,700.00 | 442.20 |
| 0023 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 350.00 | 700.00 | 240.00 | 480.00 | 600.00 | 1,200.00 | 300.00 | 600.00 |
| 0024 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 350.00 | 700.00 | 250.00 | 500.00 | 600.00 | 1,200.00 | 300.00 | 600.00 |
| 0025 | 732-05-00100 | Removal of Existing Markings | 0.034 | MILE | 5,400.00 | 183.60 | 6,000.00 | 204.00 | 12,500.00 | 425.00 | 5,300.00 | 180.20 |
| 0026 | 735-01-00100 | Mailboxes | 2 | EACH | 120.00 | 240.00 | 10.00 | 20.00 | 5.00 | 10.00 | 13.00 | 26.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 65.00 | 130.00 | 140.00 | 280.00 | 600.00 | 1,200.00 | 200.00 | 400.00 |
| 0028 | 739-01-00100 | Hydro-Seeding | 0.36 | ACRE | 3,200.00 | 1,152.00 | 4,500.00 | 1,620.00 | 4,500.00 | 1,620.00 | 5,300.00 | 1,908.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 4,000.00 | 4,000.00 |
| 0030 | NS-200-00020 | Cleaning Existing Ditches | 175 | LNFT | 8.00 | 1,400.00 | 8.70 | 1,522.50 | 10.00 | 1,750.00 | 25.00 | 4,375.00 |
| 0031 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 26,268 | INLF | 0.47 | 12,345.96 | 0.10 | 2,626.80 | 0.15 | 3,940.20 | 0.20 | 5,253.60 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 462 | INLF | 0.62 | 286.44 | 2.00 | 924.00 | 1.50 | 693.00 | 3.00 | 1,386.00 |
| CONTRACTOR TOTAL | 376,615.57 | 483,218.20 | 511,285.45 | 521,097.90 | ||||||||