Bid Tabulations
Letting of
04/10/2013
LA DOTD Headquarters
| Lead Project: H.010227.6 | |
| Parish: St. Landry | |
| Routes: LA 748 | |
| Description: LA 748: EVANGELINE P/L - LA 363 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, LIME TREATMENT, AND RELATED WORK | |
| Estimated Construction Cost: $1,304,579.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $1,153,048.34 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,168,530.60 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $1,188,080.54 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $1,236,609.06 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 57 | SQYD | 15.00 | 855.00 | 22.00 | 1,254.00 | 40.00 | 2,280.00 | 14.00 | 798.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 100 | CUYD | 25.00 | 2,500.00 | 10.00 | 1,000.00 | 25.00 | 2,500.00 | 30.00 | 3,000.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 30 | CUYD | 50.00 | 1,500.00 | 120.00 | 3,600.00 | 35.00 | 1,050.00 | 30.00 | 900.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 125.00 | 2,500.00 | 115.00 | 2,300.00 | 100.00 | 2,000.00 | 155.00 | 3,100.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 24,884 | SQYD | 7.00 | 174,188.00 | 6.00 | 149,304.00 | 7.00 | 174,188.00 | 7.00 | 174,188.00 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 194.45 | TON | 525.00 | 102,086.25 | 515.00 | 100,141.75 | 50.00 | 9,722.50 | 300.00 | 58,335.00 |
| 0007 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 15,774 | SQYD | 7.75 | 122,248.50 | 7.25 | 114,361.50 | 8.00 | 126,192.00 | 7.65 | 120,671.10 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 535 | CUYD | 30.00 | 16,050.00 | 28.00 | 14,980.00 | 90.00 | 48,150.00 | 36.00 | 19,260.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 100.00 | 2,000.00 | 35.00 | 700.00 | 0.01 | 0.20 | 36.00 | 720.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 5,308.4 | TON | 81.75 | 433,961.70 | 82.00 | 435,288.80 | 85.00 | 451,214.00 | 82.00 | 435,288.80 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 413.3 | TON | 50.00 | 20,665.00 | 135.00 | 55,795.50 | 85.00 | 35,130.50 | 180.00 | 74,394.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 16,348 | GAL | 3.50 | 57,218.00 | 4.00 | 65,392.00 | 3.65 | 59,670.20 | 3.50 | 57,218.00 |
| 0013 | 507-02-00200 | Aggregate (S2) | 24,042 | SQYD | 1.25 | 30,052.50 | 1.15 | 27,648.30 | 1.00 | 24,042.00 | 1.30 | 31,254.60 |
| 0014 | 507-02-00300 | Aggregate (S3) | 24,042 | SQYD | 1.25 | 30,052.50 | 1.05 | 25,244.10 | 1.00 | 24,042.00 | 1.10 | 26,446.20 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 21,704 | SQYD | 1.70 | 36,896.80 | 1.90 | 41,237.60 | 2.50 | 54,260.00 | 1.65 | 35,811.60 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -791 | CUYD | 0.01 | -7.91 | 10.00 | -7,910.00 | 0.01 | -7.91 | 0.10 | -79.10 |
| 0017 | 706-02-00200 | Concrete Drive (6" Thick) | 50 | SQYD | 100.00 | 5,000.00 | 85.00 | 4,250.00 | 65.00 | 3,250.00 | 90.00 | 4,500.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.445 | MILE | 400.00 | 1,378.00 | 165.00 | 568.43 | 425.00 | 1,464.13 | 275.00 | 947.38 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.396 | MILE | 0.01 | 0.01 | 150.00 | 209.40 | 185.00 | 258.26 | 1.00 | 1.40 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.848 | MILE | 0.01 | 0.09 | 375.00 | 3,318.00 | 295.00 | 2,610.16 | 1.00 | 8.85 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 968 | EACH | 1.60 | 1,548.80 | 1.50 | 1,452.00 | 1.25 | 1,210.00 | 1.25 | 1,210.00 |
| 0023 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 126,500.00 | 126,500.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 80.00 | 640.00 | 85.00 | 680.00 | 75.00 | 600.00 | 80.31 | 642.48 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 95.00 | 380.00 | 85.00 | 340.00 | 100.00 | 400.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 496 | EACH | 4.00 | 1,984.00 | 4.75 | 2,356.00 | 4.50 | 2,232.00 | 5.00 | 2,480.00 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.147 | MILE | 2,300.00 | 14,138.10 | 2,350.00 | 14,445.45 | 2,500.00 | 15,367.50 | 2,500.00 | 15,367.50 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.698 | MILE | 1,000.00 | 698.00 | 665.00 | 464.17 | 800.00 | 558.40 | 625.00 | 436.25 |
| 0030 | 735-01-00100 | Mailboxes | 36 | EACH | 1.00 | 36.00 | 1.10 | 39.60 | 15.00 | 540.00 | 13.00 | 468.00 |
| 0031 | 735-02-00100 | Mailbox Supports (Single) | 31 | EACH | 125.00 | 3,875.00 | 115.00 | 3,565.00 | 100.00 | 3,100.00 | 100.00 | 3,100.00 |
| 0032 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 150.00 | 150.00 | 130.00 | 130.00 | 225.00 | 225.00 | 130.00 | 130.00 |
| 0033 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 300.00 | 300.00 | 250.00 | 250.00 | 400.00 | 400.00 | 255.00 | 255.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 7,500.00 | 7,500.00 |
| 0035 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,356 | INLF | 1.50 | 2,034.00 | 3.75 | 5,085.00 | 1.10 | 1,491.60 | 1.00 | 1,356.00 |
| CONTRACTOR TOTAL | 1,153,048.34 | 1,168,530.60 | 1,188,080.54 | 1,236,609.06 | ||||||||