Bid Tabulations
Letting of
12/16/2009
LA DOTD Headquarters
| Lead Project: 207-06-0010 | |
| Parish: Acadia | |
| Routes: LA 342 | |
| Description: LAFAYETTE PH. LINE - LA 35 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $447,721.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S Construction Co., Inc. | $318,658.35 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $404,257.08 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $418,801.48 |
| 4 | 33663 | Glenn Lege Construction Inc | $422,826.01 |
| 5 | 51821 | Elliott Construction, LLC | $434,605.38 |
| 6 | 34356 | Prairie Contractors Inc. | $481,178.29 |
| 7 | 12312 | Gilchrist Construction Co. LLC | $482,640.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - H & S Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - Glenn Lege Construction Inc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 288 | LNFT | 3.00 | 864.00 | 4.00 | 1,152.00 | 3.00 | 864.00 | 7.00 | 2,016.00 |
| 0002 | 203-03-00100 | Embankment | 50 | CUYD | 13.00 | 650.00 | 27.00 | 1,350.00 | 30.00 | 1,500.00 | 12.00 | 600.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 75 | CUYD | 16.00 | 1,200.00 | 35.00 | 2,625.00 | 30.00 | 2,250.00 | 8.50 | 637.50 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 50 | CUYD | 21.00 | 1,050.00 | 30.00 | 1,500.00 | 30.00 | 1,500.00 | 8.50 | 425.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 53.00 | 212.00 | 350.00 | 1,400.00 | 0.01 | 0.04 | 500.00 | 2,000.00 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 141.75 | TON | 325.00 | 46,068.75 | 420.00 | 59,535.00 | 475.00 | 67,331.25 | 362.00 | 51,313.50 |
| 0007 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 9,000 | SQYD | 4.75 | 42,750.00 | 8.25 | 74,250.00 | 9.40 | 84,600.00 | 6.90 | 62,100.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 285 | CUYD | 30.00 | 8,550.00 | 28.50 | 8,122.50 | 50.00 | 14,250.00 | 27.00 | 7,695.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 1,900.8 | TON | 76.00 | 144,460.80 | 78.25 | 148,737.60 | 80.00 | 152,064.00 | 73.50 | 139,708.80 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 60.5 | TON | 100.00 | 6,050.00 | 215.00 | 13,007.50 | 127.00 | 7,683.50 | 163.50 | 9,891.75 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,825 | SQYD | 1.40 | 10,955.00 | 2.10 | 16,432.50 | 4.00 | 31,300.00 | 4.00 | 31,300.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -611 | CUYD | 1.00 | -611.00 | 0.10 | -61.10 | 0.01 | -6.11 | 1.00 | -611.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 240 | LNFT | 33.20 | 7,968.00 | 24.00 | 5,760.00 | 31.00 | 7,440.00 | 40.00 | 9,600.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 200 | LNFT | 18.70 | 3,740.00 | 22.00 | 4,400.00 | 17.50 | 3,500.00 | 21.60 | 4,320.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 54.50 | 5,450.00 | 64.00 | 6,400.00 | 51.00 | 5,100.00 | 74.00 | 7,400.00 |
| 0016 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,445.00 | 9,780.00 | 2,400.00 | 9,600.00 | 2,290.00 | 9,160.00 | 3,100.00 | 12,400.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,040.00 | 4,040.00 | 7,000.00 | 7,000.00 | 2,900.00 | 2,900.00 | 3,650.00 | 3,650.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.262 | MILE | 350.00 | 441.70 | 190.00 | 239.78 | 500.00 | 631.00 | 570.00 | 719.34 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.689 | MILE | 508.00 | 350.01 | 350.00 | 241.15 | 400.00 | 275.60 | 365.00 | 251.49 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.359 | MILE | 586.00 | 2,554.37 | 350.00 | 1,525.65 | 550.00 | 2,397.45 | 800.00 | 3,487.20 |
| 0021 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 5,600.00 | 5,600.00 | 3,000.00 | 3,000.00 | 21,300.00 | 21,300.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 10,500.00 | 10,500.00 | 24,000.00 | 24,000.00 | 12,000.00 | 12,000.00 | 39,000.00 | 39,000.00 |
| 0023 | 731-02-00100 | Reflectorized Raised Pavement Markers | 90 | EACH | 5.65 | 508.50 | 4.50 | 405.00 | 5.25 | 472.50 | 6.00 | 540.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.18 | MILE | 2,670.00 | 5,820.60 | 3,200.00 | 6,976.00 | 2,500.00 | 5,450.00 | 3,125.00 | 6,812.50 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.345 | MILE | 895.00 | 308.78 | 700.00 | 241.50 | 850.00 | 293.25 | 800.00 | 276.00 |
| 0026 | 732-05-00100 | Removal of Existing Markings | 0.023 | MILE | 4,645.00 | 106.84 | 5,000.00 | 115.00 | 5,000.00 | 115.00 | 5,910.00 | 135.93 |
| 0027 | 735-01-00100 | Mailboxes | 2 | EACH | 17.50 | 35.00 | 1.00 | 2.00 | 15.00 | 30.00 | 1.00 | 2.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 230.00 | 230.00 | 500.00 | 500.00 | 200.00 | 200.00 | 855.00 | 855.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,625.00 | 1,625.00 | 3,200.00 | 3,200.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 |
| CONTRACTOR TOTAL | 318,658.35 | 404,257.08 | 418,801.48 | 422,826.01 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Elliott Construction, LLC |
- 6 - Prairie Contractors Inc. |
- 7 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 288 | LNFT | 7.00 | 2,016.00 | 6.00 | 1,728.00 | 15.00 | 4,320.00 |
| 0002 | 203-03-00100 | Embankment | 50 | CUYD | 38.00 | 1,900.00 | 109.00 | 5,450.00 | 40.00 | 2,000.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 75 | CUYD | 18.00 | 1,350.00 | 109.00 | 8,175.00 | 50.00 | 3,750.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 50 | CUYD | 18.00 | 900.00 | 30.00 | 1,500.00 | 40.00 | 2,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 350.00 | 1,400.00 | 300.00 | 1,200.00 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 141.75 | TON | 200.00 | 28,350.00 | 538.00 | 76,261.50 | 365.00 | 51,738.75 |
| 0007 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 9,000 | SQYD | 8.00 | 72,000.00 | 10.00 | 90,000.00 | 10.00 | 90,000.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 285 | CUYD | 46.47 | 13,243.95 | 80.00 | 22,800.00 | 45.00 | 12,825.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 1,900.8 | TON | 85.00 | 161,568.00 | 81.00 | 153,964.80 | 93.00 | 176,774.40 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 60.5 | TON | 194.27 | 11,753.34 | 150.00 | 9,075.00 | 280.00 | 16,940.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,825 | SQYD | 2.25 | 17,606.25 | 3.00 | 23,475.00 | 3.00 | 23,475.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -611 | CUYD | 0.01 | -6.11 | 0.01 | -6.11 | 0.10 | -61.10 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 240 | LNFT | 31.50 | 7,560.00 | 25.00 | 6,000.00 | 35.00 | 8,400.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 200 | LNFT | 18.90 | 3,780.00 | 23.00 | 4,600.00 | 20.00 | 4,000.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 63.00 | 6,300.00 | 65.00 | 6,500.00 | 60.00 | 6,000.00 |
| 0016 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,362.50 | 9,450.00 | 2,500.00 | 10,000.00 | 2,700.00 | 10,800.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 5,100.00 | 5,100.00 | 10,000.00 | 10,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.262 | MILE | 496.01 | 625.96 | 400.00 | 504.80 | 300.00 | 378.60 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.689 | MILE | 336.49 | 231.84 | 1.00 | 0.69 | 100.00 | 68.90 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.359 | MILE | 724.50 | 3,158.10 | 1.00 | 4.36 | 100.00 | 435.90 |
| 0021 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 2,932.50 | 2,932.50 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 44,300.00 | 44,300.00 | 40,000.00 | 40,000.00 |
| 0023 | 731-02-00100 | Reflectorized Raised Pavement Markers | 90 | EACH | 5.36 | 482.40 | 6.50 | 585.00 | 6.00 | 540.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.18 | MILE | 2,887.50 | 6,294.75 | 2,500.00 | 5,450.00 | 2,900.00 | 6,322.00 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.345 | MILE | 735.01 | 253.58 | 850.00 | 293.25 | 950.00 | 327.75 |
| 0026 | 732-05-00100 | Removal of Existing Markings | 0.023 | MILE | 5,460.00 | 125.58 | 5,000.00 | 115.00 | 5,000.00 | 115.00 |
| 0027 | 735-01-00100 | Mailboxes | 2 | EACH | 1.05 | 2.10 | 1.00 | 2.00 | 20.00 | 40.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 787.50 | 787.50 | 800.00 | 800.00 | 250.00 | 250.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,339.64 | 1,339.64 | 100.00 | 100.00 | 5,000.00 | 5,000.00 |
| CONTRACTOR TOTAL | 434,605.38 | 481,178.29 | 482,640.20 | |||||||