Bid Tabulations
Letting of
02/24/2010
LA DOTD Headquarters
| Lead Project: 823-31-0006 | |
| Parish: Iberia, St. Martin | |
| Routes: LA 680 | |
| Description: 0.227 MILES SE OF ST. MARTIN PARISH LINE - JUNCTION LA 347 | |
| Type Const: COLD PLANING, REMOVAL OF SURFACING AND STABILIZED BASE, LIME TREATMENT, CLASS II BASE COURSE, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $2,399,752.14 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,851,736.56 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $1,869,039.78 |
| 3 | 33663 | Glenn Lege Construction Inc | $1,880,342.02 |
| 4 | 13086 | M. Matt Durand, LLC | $2,110,447.56 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $2,189,100.27 |
| 6 | 04089 | H & S Construction Co., Inc. | $2,226,036.30 |
| 7 | 51821 | Elliott Construction, LLC | $2,420,620.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Glenn Lege Construction Inc |
- 4 - M. Matt Durand, LLC |
||||
| 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 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 650.00 | 650.00 | 1,500.00 | 1,500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 10 | SQYD | 220.00 | 2,200.00 | 50.00 | 500.00 | 50.00 | 500.00 | 50.00 | 500.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 39,159.5 | SQYD | 2.25 | 88,108.88 | 3.25 | 127,268.38 | 2.20 | 86,150.90 | 2.20 | 86,150.90 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 636 | CUYD | 10.00 | 6,360.00 | 12.00 | 7,632.00 | 8.75 | 5,565.00 | 16.00 | 10,176.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 100 | CUYD | 30.00 | 3,000.00 | 12.00 | 1,200.00 | 13.00 | 1,300.00 | 20.00 | 2,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 30 | EACH | 250.00 | 7,500.00 | 1.00 | 30.00 | 140.00 | 4,200.00 | 88.00 | 2,640.00 |
| 0007 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 50,620.9 | SQYD | 9.50 | 480,898.55 | 10.00 | 506,209.00 | 9.70 | 491,022.73 | 10.50 | 531,519.45 |
| 0008 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 51,576 | SQYD | 5.40 | 278,510.40 | 4.83 | 249,112.08 | 4.85 | 250,143.60 | 5.50 | 283,668.00 |
| 0009 | 304-05-00100 | Lime Treatment (Type E) | 99.79 | TON | 500.00 | 49,895.00 | 285.00 | 28,440.15 | 390.00 | 38,918.10 | 300.00 | 29,937.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 106 | CUYD | 64.00 | 6,784.00 | 55.00 | 5,830.00 | 24.50 | 2,597.00 | 110.00 | 11,660.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 62.4 | CUYD | 35.00 | 2,184.00 | 0.01 | 0.62 | 24.50 | 1,528.80 | 84.00 | 5,241.60 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 10,926.6 | TON | 69.00 | 753,935.40 | 70.00 | 764,862.00 | 79.00 | 863,201.40 | 84.00 | 917,834.40 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 259.7 | TON | 160.00 | 41,552.00 | 150.00 | 38,955.00 | 150.00 | 38,955.00 | 108.00 | 28,047.60 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 477 | SQYD | 10.00 | 4,770.00 | 20.00 | 9,540.00 | 5.00 | 2,385.00 | 2.00 | 954.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -79 | CUYD | 0.10 | -7.90 | 0.01 | -0.79 | 1.00 | -79.00 | 0.60 | -47.40 |
| 0016 | 706-02-00200 | Concrete Drive (6" Thick) | 10 | SQYD | 300.00 | 3,000.00 | 200.00 | 2,000.00 | 60.00 | 600.00 | 70.00 | 700.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 5,400.00 | 5,400.00 | 9,200.00 | 9,200.00 | 102,000.00 | 102,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.513 | MILE | 175.00 | 1,139.78 | 400.00 | 2,605.20 | 600.00 | 3,907.80 | 153.00 | 996.49 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.218 | MILE | 350.00 | 1,126.30 | 0.01 | 0.03 | 400.00 | 1,287.20 | 412.00 | 1,325.82 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 20.894 | MILE | 700.00 | 14,625.80 | 0.01 | 0.21 | 725.00 | 15,148.15 | 766.00 | 16,004.80 |
| 0021 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 77,500.00 | 77,500.00 | 13,500.00 | 13,500.00 | 7,500.00 | 7,500.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 125.00 | 1,000.00 | 125.00 | 1,000.00 | 140.00 | 1,120.00 | 41.00 | 328.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 439 | EACH | 4.75 | 2,085.25 | 4.50 | 1,975.50 | 5.00 | 2,195.00 | 5.30 | 2,326.70 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.447 | MILE | 2,400.00 | 25,072.80 | 2,300.00 | 24,028.10 | 2,560.00 | 26,744.32 | 2,710.00 | 28,311.37 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.609 | MILE | 700.00 | 1,126.30 | 700.00 | 1,126.30 | 780.00 | 1,255.02 | 825.00 | 1,327.43 |
| 0027 | 735-01-00100 | Mailboxes | 36 | EACH | 1.00 | 36.00 | 1.00 | 36.00 | 1.00 | 36.00 | 1.15 | 41.40 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 28 | EACH | 125.00 | 3,500.00 | 103.00 | 2,884.00 | 135.00 | 3,780.00 | 124.00 | 3,472.00 |
| 0029 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 180.00 | 180.00 | 170.00 | 170.00 | 200.00 | 200.00 | 206.00 | 206.00 |
| 0030 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 325.00 | 650.00 | 258.00 | 516.00 | 350.00 | 700.00 | 311.00 | 622.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 | 18,000.00 | 18,000.00 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 72 | INLF | 7.00 | 504.00 | 10.00 | 720.00 | 8.75 | 630.00 | 7.00 | 504.00 |
| CONTRACTOR TOTAL | 1,851,736.56 | 1,869,039.78 | 1,880,342.02 | 2,110,447.56 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - H & S Construction Co., Inc. |
- 7 - Elliott Construction, LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 2,500.00 | 2,500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 10 | SQYD | 25.00 | 250.00 | 20.00 | 200.00 | 50.00 | 500.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 39,159.5 | SQYD | 3.30 | 129,226.35 | 3.00 | 117,478.50 | 3.10 | 121,394.45 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 636 | CUYD | 22.00 | 13,992.00 | 9.75 | 6,201.00 | 16.25 | 10,335.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 100 | CUYD | 39.00 | 3,900.00 | 13.00 | 1,300.00 | 18.00 | 1,800.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 30 | EACH | 200.00 | 6,000.00 | 60.00 | 1,800.00 | 75.00 | 2,250.00 |
| 0007 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 50,620.9 | SQYD | 9.50 | 480,898.55 | 10.50 | 531,519.45 | 11.15 | 564,423.04 |
| 0008 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 51,576 | SQYD | 6.30 | 324,928.80 | 7.75 | 399,714.00 | 7.04 | 363,095.04 |
| 0009 | 304-05-00100 | Lime Treatment (Type E) | 99.79 | TON | 410.00 | 40,913.90 | 315.00 | 31,433.85 | 355.00 | 35,425.45 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 106 | CUYD | 80.00 | 8,480.00 | 65.00 | 6,890.00 | 45.00 | 4,770.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 62.4 | CUYD | 80.00 | 4,992.00 | 35.00 | 2,184.00 | 45.00 | 2,808.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 10,926.6 | TON | 85.00 | 928,761.00 | 84.00 | 917,834.40 | 71.00 | 775,788.60 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 259.7 | TON | 200.00 | 51,940.00 | 110.00 | 28,567.00 | 112.00 | 29,086.40 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 477 | SQYD | 5.00 | 2,385.00 | 6.00 | 2,862.00 | 22.00 | 10,494.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -79 | CUYD | 10.00 | -790.00 | 0.01 | -0.79 | 0.01 | -0.79 |
| 0016 | 706-02-00200 | Concrete Drive (6" Thick) | 10 | SQYD | 150.00 | 1,500.00 | 60.00 | 600.00 | 140.00 | 1,400.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 195,000.00 | 195,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.513 | MILE | 250.00 | 1,628.25 | 375.00 | 2,442.38 | 367.50 | 2,393.53 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.218 | MILE | 525.00 | 1,689.45 | 373.80 | 1,202.89 | 367.50 | 1,182.62 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 20.894 | MILE | 100.00 | 2,089.40 | 805.00 | 16,819.67 | 682.50 | 14,260.16 |
| 0021 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 6,500.00 | 6,500.00 | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 108,000.00 | 108,000.00 | 70,000.00 | 70,000.00 | 242,000.00 | 242,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 65.00 | 520.00 | 73.00 | 584.00 | 63.00 | 504.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 439 | EACH | 5.70 | 2,502.30 | 5.90 | 2,590.10 | 4.73 | 2,076.47 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.447 | MILE | 2,700.00 | 28,206.90 | 3,162.50 | 33,038.64 | 2,415.00 | 25,229.51 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.609 | MILE | 930.00 | 1,496.37 | 1,276.70 | 2,054.21 | 735.00 | 1,182.62 |
| 0027 | 735-01-00100 | Mailboxes | 36 | EACH | 10.00 | 360.00 | 10.00 | 360.00 | 1.05 | 37.80 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 28 | EACH | 90.00 | 2,520.00 | 110.00 | 3,080.00 | 84.00 | 2,352.00 |
| 0029 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 120.00 | 120.00 | 165.00 | 165.00 | 115.50 | 115.50 |
| 0030 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 185.00 | 370.00 | 200.00 | 400.00 | 178.50 | 357.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 2,500.00 | 2,500.00 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 72 | INLF | 10.00 | 720.00 | 3.00 | 216.00 | 5.00 | 360.00 |
| CONTRACTOR TOTAL | 2,189,100.27 | 2,226,036.30 | 2,420,620.40 | |||||||