Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 218-30-0005-R1 | |
| Parish: Lafayette | |
| Routes: LA 724 | |
| Description: JCT. LA 342 - JCT. LOCAL ROAD (ALTHEA DRIVE) | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, SUBGRADE LAYER, IN-PLACE STABIZED BASE COURSE, SUPERPAVE ASPHALTIC OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $1,723,652.28 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S Construction Co., Inc. | $1,164,051.61 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,248,697.11 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $1,347,114.67 |
| 4 | 34356 | Prairie Contractors Inc. | $1,360,697.81 |
| 5 | 33663 | Glenn Lege Construction Inc | $1,437,192.11 |
| 6 | 51821 | Elliott Construction, LLC | $1,514,269.04 |
| 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 - Prairie Contractors Inc. |
||||
| 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 | 105 | SQYD | 21.11 | 2,216.55 | 10.87 | 1,141.35 | 30.00 | 3,150.00 | 25.00 | 2,625.00 |
| 0002 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,100 | CUYD | 8.87 | 9,757.00 | 13.04 | 14,344.00 | 9.00 | 9,900.00 | 12.00 | 13,200.00 |
| 0003 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 165.24 | 3,304.80 | 188.42 | 3,768.40 | 200.00 | 4,000.00 | 200.00 | 4,000.00 |
| 0004 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 27,796 | SQYD | 5.50 | 152,878.00 | 5.54 | 153,989.84 | 4.93 | 137,034.28 | 5.25 | 145,929.00 |
| 0005 | 303-02-00100 | Removal of Existing Patches | 1,000 | SQYD | 4.15 | 4,150.00 | 15.22 | 15,220.00 | 15.00 | 15,000.00 | 20.00 | 20,000.00 |
| 0006 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 27,796 | SQYD | 4.59 | 127,583.64 | 6.33 | 175,948.68 | 6.00 | 166,776.00 | 6.25 | 173,725.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,158 | CUYD | 24.00 | 27,792.00 | 14.71 | 17,034.18 | 1.00 | 1,158.00 | 35.00 | 40,530.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 225 | CUYD | 19.25 | 4,331.25 | 9.95 | 2,238.75 | 1.00 | 225.00 | 60.00 | 13,500.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 6,220.5 | TON | 75.90 | 472,135.95 | 71.07 | 442,090.94 | 78.00 | 485,199.00 | 80.00 | 497,640.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,309.6 | TON | 85.50 | 111,970.80 | 113.85 | 149,097.96 | 130.00 | 170,248.00 | 130.00 | 170,248.00 |
| 0011 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 18,266 | GAL | 3.50 | 63,931.00 | 3.27 | 59,729.82 | 3.00 | 54,798.00 | 3.50 | 63,931.00 |
| 0012 | 507-02-00200 | Aggregate (S2) | 26,861 | SQYD | 1.31 | 35,187.91 | 1.29 | 34,650.69 | 1.20 | 32,233.20 | 1.50 | 40,291.50 |
| 0013 | 507-02-00300 | Aggregate (S3) | 26,861 | SQYD | 1.31 | 35,187.91 | 1.11 | 29,815.71 | 1.20 | 32,233.20 | 1.30 | 34,919.30 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 26,748 | SQYD | 1.20 | 32,097.60 | 1.89 | 50,553.72 | 2.20 | 58,845.60 | 1.60 | 42,796.80 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,229 | CUYD | 0.01 | -22.29 | 0.10 | -222.90 | 0.01 | -22.29 | 0.01 | -22.29 |
| 0016 | 706-02-00200 | Concrete Drive (6" Thick) | 100 | SQYD | 90.14 | 9,014.00 | 63.44 | 6,344.00 | 50.00 | 5,000.00 | 25.00 | 2,500.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 8,346.13 | 8,346.13 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.57 | MILE | 450.00 | 1,606.50 | 164.09 | 585.80 | 400.00 | 1,428.00 | 400.00 | 1,428.00 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.447 | MILE | 450.00 | 1,101.15 | 380.39 | 930.81 | 475.00 | 1,162.33 | 100.00 | 244.70 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.486 | MILE | 607.42 | 6,369.41 | 706.43 | 7,407.62 | 550.00 | 5,767.30 | 100.00 | 1,048.60 |
| 0021 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 472 | EACH | 1.66 | 783.52 | 1.85 | 873.20 | 1.50 | 708.00 | 0.50 | 236.00 |
| 0022 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,444.43 | 3,444.43 | 4,347.29 | 4,347.29 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 8,000.00 | 8,000.00 | 37,231.47 | 37,231.47 | 110,000.00 | 110,000.00 | 30,000.00 | 30,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 82.80 | 993.60 | 48.91 | 586.92 | 75.00 | 900.00 | 100.00 | 1,200.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 237 | EACH | 5.80 | 1,374.60 | 5.16 | 1,222.92 | 5.25 | 1,244.25 | 5.00 | 1,185.00 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.243 | MILE | 2,750.00 | 14,418.25 | 2,717.06 | 14,245.55 | 2,500.00 | 13,107.50 | 2,600.00 | 13,631.80 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.223 | MILE | 936.08 | 1,144.83 | 760.78 | 930.43 | 850.00 | 1,039.55 | 800.00 | 978.40 |
| 0028 | 735-01-00100 | Mailboxes | 61 | EACH | 1.10 | 67.10 | 1.09 | 66.49 | 1.00 | 61.00 | 2.00 | 122.00 |
| 0029 | 735-02-00100 | Mailbox Supports (Single) | 34 | EACH | 138.00 | 4,692.00 | 141.29 | 4,803.86 | 125.00 | 4,250.00 | 150.00 | 5,100.00 |
| 0030 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 193.20 | 1,352.40 | 190.19 | 1,331.33 | 175.00 | 1,225.00 | 200.00 | 1,400.00 |
| 0031 | 735-04-00100 | Mailbox Supports (Multiple) | 4 | EACH | 358.80 | 1,435.20 | 369.52 | 1,478.08 | 325.00 | 1,300.00 | 350.00 | 1,400.00 |
| 0032 | 739-01-00100 | Hydro-Seeding | 0.72 | ACRE | 5,000.00 | 3,600.00 | 2,010.63 | 1,447.65 | 2,500.00 | 1,800.00 | 3,000.00 | 2,160.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 2,934.42 | 2,934.42 | 8,500.00 | 8,500.00 | 100.00 | 100.00 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,075 | INLF | 0.70 | 2,152.50 | 1.36 | 4,182.00 | 1.25 | 3,843.75 | 2.00 | 6,150.00 |
| CONTRACTOR TOTAL | 1,164,051.61 | 1,248,697.11 | 1,347,114.67 | 1,360,697.81 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Glenn Lege Construction Inc |
- 6 - Elliott Construction, LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 105 | SQYD | 49.50 | 5,197.50 | 20.00 | 2,100.00 |
| 0002 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,100 | CUYD | 11.40 | 12,540.00 | 13.50 | 14,850.00 |
| 0003 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 190.00 | 3,800.00 | 140.00 | 2,800.00 |
| 0004 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 27,796 | SQYD | 5.50 | 152,878.00 | 6.00 | 166,776.00 |
| 0005 | 303-02-00100 | Removal of Existing Patches | 1,000 | SQYD | 9.50 | 9,500.00 | 13.50 | 13,500.00 |
| 0006 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 27,796 | SQYD | 7.80 | 216,808.80 | 6.68 | 185,677.28 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,158 | CUYD | 28.00 | 32,424.00 | 25.00 | 28,950.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 225 | CUYD | 74.00 | 16,650.00 | 25.00 | 5,625.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 6,220.5 | TON | 80.00 | 497,640.00 | 80.00 | 497,640.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,309.6 | TON | 100.00 | 130,960.00 | 126.50 | 165,664.40 |
| 0011 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 18,266 | GAL | 3.50 | 63,931.00 | 3.25 | 59,364.50 |
| 0012 | 507-02-00200 | Aggregate (S2) | 26,861 | SQYD | 1.65 | 44,320.65 | 1.31 | 35,187.91 |
| 0013 | 507-02-00300 | Aggregate (S3) | 26,861 | SQYD | 1.40 | 37,605.40 | 1.12 | 30,084.32 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 26,748 | SQYD | 2.15 | 57,508.20 | 2.20 | 58,845.60 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,229 | CUYD | 1.30 | -2,897.70 | 0.01 | -22.29 |
| 0016 | 706-02-00200 | Concrete Drive (6" Thick) | 100 | SQYD | 56.00 | 5,600.00 | 61.00 | 6,100.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,300.00 | 8,300.00 | 50,000.00 | 50,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.57 | MILE | 700.00 | 2,499.00 | 475.20 | 1,696.46 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.447 | MILE | 555.00 | 1,358.09 | 522.50 | 1,278.56 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.486 | MILE | 640.00 | 6,711.04 | 605.00 | 6,344.03 |
| 0021 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 472 | EACH | 1.75 | 826.00 | 1.05 | 495.60 |
| 0022 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,500.00 | 8,500.00 | 8,000.00 | 8,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 140,000.00 | 140,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 70.00 | 840.00 | 82.50 | 990.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 237 | EACH | 6.50 | 1,540.50 | 5.78 | 1,369.86 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.243 | MILE | 2,910.00 | 15,257.13 | 2,750.00 | 14,418.25 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.223 | MILE | 1,000.00 | 1,223.00 | 935.00 | 1,143.51 |
| 0028 | 735-01-00100 | Mailboxes | 61 | EACH | 7.00 | 427.00 | 1.10 | 67.10 |
| 0029 | 735-02-00100 | Mailbox Supports (Single) | 34 | EACH | 160.00 | 5,440.00 | 137.50 | 4,675.00 |
| 0030 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 225.00 | 1,575.00 | 192.50 | 1,347.50 |
| 0031 | 735-04-00100 | Mailbox Supports (Multiple) | 4 | EACH | 465.00 | 1,860.00 | 357.50 | 1,430.00 |
| 0032 | 739-01-00100 | Hydro-Seeding | 0.72 | ACRE | 2,600.00 | 1,872.00 | 2,035.00 | 1,465.20 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,500.00 | 5,500.00 | 2,500.00 | 2,500.00 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,075 | INLF | 1.30 | 3,997.50 | 1.27 | 3,905.25 |
| CONTRACTOR TOTAL | 1,437,192.11 | 1,514,269.04 | ||||||