Bid Tabulations
Letting of
03/27/2013
LA DOTD Headquarters
| Lead Project: H.009631.6 | |
| Parish: St. Martin | |
| Routes: LA 3177 | |
| Description: LA 3177: LOCAL RD (CHURCH LP) - I-10 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, LIME TREATMENT, AND RELATED WORK | |
| Estimated Construction Cost: $3,762,855.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $3,417,191.34 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $3,446,929.96 |
| 3 | 33663 | Glenn Lege Construction Inc | $3,473,712.50 |
| 4 | 51821 | Elliott Construction, LLC | $3,831,090.56 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Glenn Lege Construction Inc |
- 4 - Elliott Construction, LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of CATTLEGUARD STRUCTURE (APPROX. STATION 311+41) | 1 | EACH | 4,250.00 | 4,250.00 | 2,500.00 | 2,500.00 | 1,300.00 | 1,300.00 | 1,000.00 | 1,000.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 12.00 | 6,000.00 | 25.00 | 12,500.00 | 19.70 | 9,850.00 | 15.00 | 7,500.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 100 | CUYD | 48.00 | 4,800.00 | 25.00 | 2,500.00 | 19.70 | 1,970.00 | 25.00 | 2,500.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 70 | EACH | 44.00 | 3,080.00 | 10.00 | 700.00 | 17.00 | 1,190.00 | 20.00 | 1,400.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 60 | EACH | 153.00 | 9,180.00 | 110.00 | 6,600.00 | 150.00 | 9,000.00 | 95.00 | 5,700.00 |
| 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 73,226 | SQYD | 5.75 | 421,049.50 | 6.00 | 439,356.00 | 5.00 | 366,130.00 | 7.50 | 549,195.00 |
| 0007 | 304-05-00100 | Lime Treatment (Type E) | 129.36 | TON | 525.00 | 67,914.00 | 400.00 | 51,744.00 | 445.00 | 57,565.20 | 400.00 | 51,744.00 |
| 0008 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 39,470 | SQYD | 7.00 | 276,290.00 | 9.00 | 355,230.00 | 6.75 | 266,422.50 | 8.84 | 348,914.80 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,200 | CUYD | 35.00 | 77,000.00 | 40.00 | 88,000.00 | 30.00 | 66,000.00 | 20.00 | 44,000.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 75.00 | 1,875.00 | 60.00 | 1,500.00 | 37.00 | 925.00 | 50.00 | 1,250.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 15,471.6 | TON | 90.00 | 1,392,444.00 | 90.00 | 1,392,444.00 | 88.50 | 1,369,236.60 | 105.00 | 1,624,518.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4,388.1 | TON | 115.00 | 504,631.50 | 1.00 | 4,388.10 | 106.00 | 465,138.60 | 125.00 | 548,512.50 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 51,749 | GAL | 3.75 | 194,058.75 | 3.50 | 181,121.50 | 3.86 | 199,751.14 | 4.50 | 232,870.50 |
| 0014 | 507-02-00200 | Aggregate (S2) | 76,102 | SQYD | 0.85 | 64,686.70 | 1.00 | 76,102.00 | 0.92 | 70,013.84 | 1.08 | 82,190.16 |
| 0015 | 507-02-00300 | Aggregate (S3) | 76,102 | SQYD | 0.75 | 57,076.50 | 0.75 | 57,076.50 | 0.69 | 52,510.38 | 0.75 | 57,076.50 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 73,282 | SQYD | 1.40 | 102,594.80 | 3.00 | 219,846.00 | 1.00 | 73,282.00 | 1.20 | 87,938.40 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,174 | CUYD | 15.00 | -47,610.00 | 0.01 | -31.74 | 0.10 | -317.40 | 0.01 | -31.74 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,500.00 | 15,500.00 | 110,000.00 | 110,000.00 | 47,418.00 | 47,418.00 | 20,000.00 | 20,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.314 | MILE | 160.00 | 1,810.24 | 150.00 | 1,697.10 | 725.00 | 8,202.65 | 400.00 | 4,525.60 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.505 | MILE | 205.00 | 1,743.53 | 1.00 | 8.51 | 222.00 | 1,888.11 | 230.00 | 1,956.15 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.289 | MILE | 405.00 | 4,167.05 | 1.00 | 10.29 | 444.40 | 4,572.43 | 460.00 | 4,732.94 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 3,017 | EACH | 1.25 | 3,771.25 | 1.10 | 3,318.70 | 1.62 | 4,887.54 | 0.85 | 2,564.45 |
| 0023 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 190,000.00 | 190,000.00 | 325,000.00 | 325,000.00 | 333,665.00 | 333,665.00 | 100,000.00 | 100,000.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,286 | EACH | 4.60 | 5,915.60 | 5.00 | 6,430.00 | 4.44 | 5,709.84 | 4.60 | 5,915.60 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.144 | MILE | 2,350.00 | 12,088.40 | 2,500.00 | 12,860.00 | 2,444.20 | 12,572.96 | 2,530.00 | 13,014.32 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.252 | MILE | 635.00 | 2,700.02 | 750.00 | 3,189.00 | 666.60 | 2,834.38 | 690.00 | 2,933.88 |
| 0028 | 735-01-00100 | Mailboxes | 130 | EACH | 1.15 | 149.50 | 1.00 | 130.00 | 13.33 | 1,732.90 | 1.15 | 149.50 |
| 0029 | 735-02-00100 | Mailbox Supports (Single) | 112 | EACH | 115.00 | 12,880.00 | 100.00 | 11,200.00 | 108.88 | 12,194.56 | 123.00 | 13,776.00 |
| 0030 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 135.00 | 270.00 | 130.00 | 260.00 | 142.21 | 284.42 | 152.00 | 304.00 |
| 0031 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 275.00 | 1,375.00 | 250.00 | 1,250.00 | 279.97 | 1,399.85 | 288.00 | 1,440.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 75,000.00 | 75,000.00 | 18,382.00 | 18,382.00 | 5,500.00 | 5,500.00 |
| CONTRACTOR TOTAL | 3,417,191.34 | 3,446,929.96 | 3,473,712.50 | 3,831,090.56 | ||||||||