Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 801-29-0005 | |
| Parish: Acadia | |
| Routes: LA 1105 | |
| Description: JCT LA 370 - JCT LA 95 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $1,509,828.45 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,280,898.85 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,315,687.91 |
| 3 | 34356 | Prairie Contractors Inc. | $1,334,224.31 |
| 4 | 33663 | Glenn Lege Construction Inc | $1,404,567.96 |
| 5 | 08815 | W. E. Mcdonald & Son, LLC. | $1,462,965.95 |
| 6 | 04089 | H & S Construction Co., Inc. | $1,469,420.82 |
| 7 | 51821 | Elliott Construction, LLC | $1,592,645.93 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Prairie Contractors Inc. |
- 4 - Glenn Lege Construction Inc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 14 | SQYD | 92.00 | 1,288.00 | 50.00 | 700.00 | 75.00 | 1,050.00 | 42.00 | 588.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 15 | SQYD | 92.00 | 1,380.00 | 50.00 | 750.00 | 75.00 | 1,125.00 | 42.00 | 630.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 610 | LNFT | 6.00 | 3,660.00 | 10.00 | 6,100.00 | 8.00 | 4,880.00 | 7.60 | 4,636.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 745 | CUYD | 10.00 | 7,450.00 | 17.00 | 12,665.00 | 5.00 | 3,725.00 | 12.00 | 8,940.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,785 | CUYD | 10.00 | 27,850.00 | 16.00 | 44,560.00 | 5.00 | 13,925.00 | 15.00 | 41,775.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 22 | EACH | 165.00 | 3,630.00 | 250.00 | 5,500.00 | 300.00 | 6,600.00 | 200.00 | 4,400.00 |
| 0007 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 32,274 | SQYD | 7.00 | 225,918.00 | 7.00 | 225,918.00 | 6.10 | 196,871.40 | 6.90 | 222,690.60 |
| 0008 | 303-02-00100 | Removal of Existing Patches | 4,829 | SQYD | 1.00 | 4,829.00 | 1.00 | 4,829.00 | 0.01 | 48.29 | 8.00 | 38,632.00 |
| 0009 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 16,551 | SQYD | 7.25 | 119,994.75 | 6.50 | 107,581.50 | 6.75 | 111,719.25 | 8.40 | 139,028.40 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 45 | CUYD | 59.00 | 2,655.00 | 50.00 | 2,250.00 | 150.00 | 6,750.00 | 75.00 | 3,375.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 59.00 | 1,475.00 | 100.00 | 2,500.00 | 125.00 | 3,125.00 | 75.00 | 1,875.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 6,896.4 | TON | 71.00 | 489,644.40 | 70.00 | 482,748.00 | 73.75 | 508,609.50 | 80.00 | 551,712.00 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 428.3 | TON | 120.00 | 51,396.00 | 125.00 | 53,537.50 | 120.00 | 51,396.00 | 104.00 | 44,543.20 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 21,192 | GAL | 3.25 | 68,874.00 | 3.45 | 73,112.40 | 4.10 | 86,887.20 | 3.50 | 74,172.00 |
| 0015 | 507-02-00200 | Aggregate (S2) | 31,165 | SQYD | 1.35 | 42,072.75 | 1.40 | 43,631.00 | 1.10 | 34,281.50 | 1.45 | 45,189.25 |
| 0016 | 507-02-00300 | Aggregate (S3) | 31,165 | SQYD | 1.15 | 35,839.75 | 1.20 | 37,398.00 | 1.10 | 34,281.50 | 1.20 | 37,398.00 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 25,049 | SQYD | 1.50 | 37,573.50 | 0.45 | 11,272.05 | 2.10 | 52,602.90 | 2.20 | 55,107.80 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,960 | CUYD | 0.10 | -196.00 | 1.00 | -1,960.00 | 0.01 | -19.60 | 1.00 | -1,960.00 |
| 0019 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 24 | LNFT | 190.00 | 4,560.00 | 110.00 | 2,640.00 | 80.00 | 1,920.00 | 230.00 | 5,520.00 |
| 0020 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 210.00 | 1,680.00 | 130.00 | 1,040.00 | 100.00 | 800.00 | 25.30 | 202.40 |
| 0021 | 701-15-00100 | Concrete Collar | 4 | EACH | 640.00 | 2,560.00 | 680.00 | 2,720.00 | 700.00 | 2,800.00 | 1,012.00 | 4,048.00 |
| 0022 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 41.00 | 8,200.00 | 40.00 | 8,000.00 | 42.00 | 8,400.00 | 45.00 | 9,000.00 |
| 0023 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 175 | LNFT | 63.00 | 11,025.00 | 65.00 | 11,375.00 | 60.00 | 10,500.00 | 66.00 | 11,550.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 544 | LNFT | 18.00 | 9,792.00 | 18.00 | 9,792.00 | 18.00 | 9,792.00 | 19.00 | 10,336.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,200.00 | 17,600.00 | 2,000.00 | 16,000.00 | 2,220.00 | 17,760.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,300.00 | 3,300.00 | 12,000.00 | 12,000.00 | 40,000.00 | 40,000.00 | 7,900.00 | 7,900.00 |
| 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.116 | MILE | 140.00 | 576.24 | 290.00 | 1,193.64 | 400.00 | 1,646.40 | 650.00 | 2,675.40 |
| 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.058 | MILE | 320.00 | 658.56 | 100.00 | 205.80 | 0.01 | 0.02 | 557.00 | 1,146.31 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.69 | MILE | 420.00 | 1,969.80 | 100.00 | 469.00 | 0.01 | 0.05 | 615.00 | 2,884.35 |
| 0030 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 540 | EACH | 2.00 | 1,080.00 | 1.65 | 891.00 | 2.00 | 1,080.00 | 2.25 | 1,215.00 |
| 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 0032 | 726-01-00100 | Bedding Material | 3.3 | CUYD | 91.00 | 300.30 | 200.00 | 660.00 | 125.00 | 412.50 | 110.00 | 363.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 68,600.00 | 68,600.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 25,680.00 | 25,680.00 |
| 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 16 | EACH | 72.00 | 1,152.00 | 75.00 | 1,200.00 | 85.00 | 1,360.00 | 75.00 | 1,200.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 273 | EACH | 4.80 | 1,310.40 | 6.00 | 1,638.00 | 6.00 | 1,638.00 | 5.85 | 1,597.05 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.69 | MILE | 2,300.00 | 10,787.00 | 2,700.00 | 12,663.00 | 2,300.00 | 10,787.00 | 2,783.00 | 13,052.27 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.058 | MILE | 800.00 | 1,646.40 | 940.00 | 1,934.52 | 800.00 | 1,646.40 | 947.00 | 1,948.93 |
| 0038 | 735-01-00100 | Mailboxes | 17 | EACH | 1.00 | 17.00 | 5.50 | 93.50 | 10.00 | 170.00 | 1.00 | 17.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 125.00 | 1,750.00 | 165.00 | 2,310.00 | 150.00 | 2,100.00 | 200.00 | 2,800.00 |
| 0040 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 340.00 | 340.00 | 450.00 | 450.00 | 350.00 | 350.00 | 340.00 | 340.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,100.00 | 3,100.00 | 8,000.00 | 8,000.00 | 100.00 | 100.00 | 5,060.00 | 5,060.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 72 | INLF | 5.00 | 360.00 | 10.00 | 720.00 | 12.00 | 864.00 | 7.50 | 540.00 |
| CONTRACTOR TOTAL | 1,280,898.85 | 1,315,687.91 | 1,334,224.31 | 1,404,567.96 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W. E. Mcdonald & Son, LLC. |
- 6 - H & S Construction Co., Inc. |
- 7 - Elliott Construction, LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 14 | SQYD | 100.00 | 1,400.00 | 167.43 | 2,344.02 | 50.00 | 700.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 15 | SQYD | 100.00 | 1,500.00 | 68.11 | 1,021.65 | 50.00 | 750.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 610 | LNFT | 6.00 | 3,660.00 | 6.62 | 4,038.20 | 6.60 | 4,026.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 745 | CUYD | 12.00 | 8,940.00 | 10.50 | 7,822.50 | 11.18 | 8,329.10 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,785 | CUYD | 12.00 | 33,420.00 | 10.50 | 29,242.50 | 11.18 | 31,136.30 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 22 | EACH | 500.00 | 11,000.00 | 68.72 | 1,511.84 | 100.00 | 2,200.00 |
| 0007 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 32,274 | SQYD | 6.20 | 200,098.80 | 7.00 | 225,918.00 | 8.05 | 259,805.70 |
| 0008 | 303-02-00100 | Removal of Existing Patches | 4,829 | SQYD | 2.00 | 9,658.00 | 1.00 | 4,829.00 | 4.00 | 19,316.00 |
| 0009 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 16,551 | SQYD | 6.80 | 112,546.80 | 7.50 | 124,132.50 | 8.70 | 143,993.70 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 45 | CUYD | 150.00 | 6,750.00 | 49.49 | 2,227.05 | 35.00 | 1,575.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 150.00 | 3,750.00 | 49.62 | 1,240.50 | 35.00 | 875.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 6,896.4 | TON | 82.00 | 565,504.80 | 80.00 | 551,712.00 | 80.00 | 551,712.00 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 428.3 | TON | 135.00 | 57,820.50 | 155.00 | 66,386.50 | 125.00 | 53,537.50 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 21,192 | GAL | 3.50 | 74,172.00 | 3.25 | 68,874.00 | 3.25 | 68,874.00 |
| 0015 | 507-02-00200 | Aggregate (S2) | 31,165 | SQYD | 1.50 | 46,747.50 | 2.20 | 68,563.00 | 1.54 | 47,994.10 |
| 0016 | 507-02-00300 | Aggregate (S3) | 31,165 | SQYD | 1.25 | 38,956.25 | 2.20 | 68,563.00 | 1.33 | 41,449.45 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 25,049 | SQYD | 2.00 | 50,098.00 | 1.49 | 37,323.01 | 2.34 | 58,614.66 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,960 | CUYD | 0.10 | -196.00 | 0.01 | -19.60 | 0.01 | -19.60 |
| 0019 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 24 | LNFT | 250.00 | 6,000.00 | 165.40 | 3,969.60 | 198.00 | 4,752.00 |
| 0020 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 300.00 | 2,400.00 | 165.40 | 1,323.20 | 220.00 | 1,760.00 |
| 0021 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,500.00 | 6,000.00 | 1,000.00 | 4,000.00 | 660.00 | 2,640.00 |
| 0022 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 42.00 | 8,400.00 | 44.00 | 8,800.00 | 42.90 | 8,580.00 |
| 0023 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 175 | LNFT | 65.00 | 11,375.00 | 64.00 | 11,200.00 | 64.90 | 11,357.50 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 544 | LNFT | 20.00 | 10,880.00 | 20.00 | 10,880.00 | 18.48 | 10,053.12 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,200.00 | 17,600.00 | 2,124.78 | 16,998.24 | 2,194.50 | 17,556.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 8,979.69 | 8,979.69 | 28,000.00 | 28,000.00 |
| 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.116 | MILE | 400.00 | 1,646.40 | 385.36 | 1,586.14 | 434.07 | 1,786.63 |
| 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.058 | MILE | 300.00 | 617.40 | 331.11 | 681.42 | 550.00 | 1,131.90 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.69 | MILE | 400.00 | 1,876.00 | 441.05 | 2,068.52 | 605.00 | 2,837.45 |
| 0030 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 540 | EACH | 2.50 | 1,350.00 | 0.69 | 372.60 | 2.20 | 1,188.00 |
| 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 6,900.00 | 6,900.00 |
| 0032 | 726-01-00100 | Bedding Material | 3.3 | CUYD | 100.00 | 330.00 | 93.72 | 309.28 | 93.50 | 308.55 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 92,000.00 | 92,000.00 | 95,000.00 | 95,000.00 | 175,000.00 | 175,000.00 |
| 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 16 | EACH | 75.00 | 1,200.00 | 75.00 | 1,200.00 | 82.50 | 1,320.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 273 | EACH | 5.00 | 1,365.00 | 4.96 | 1,354.08 | 5.78 | 1,577.94 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.69 | MILE | 2,200.00 | 10,318.00 | 2,425.80 | 11,377.00 | 2,750.00 | 12,897.50 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.058 | MILE | 750.00 | 1,543.50 | 823.76 | 1,695.30 | 935.00 | 1,924.23 |
| 0038 | 735-01-00100 | Mailboxes | 17 | EACH | 1.00 | 17.00 | 1.19 | 20.23 | 1.10 | 18.70 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 120.00 | 1,680.00 | 207.21 | 2,900.94 | 132.00 | 1,848.00 |
| 0040 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 325.00 | 325.00 | 359.63 | 359.63 | 357.50 | 357.50 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 8,235.84 | 8,235.84 | 3,190.00 | 3,190.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 72 | INLF | 3.00 | 216.00 | 5.27 | 379.44 | 11.00 | 792.00 |
| CONTRACTOR TOTAL | 1,462,965.95 | 1,469,420.82 | 1,592,645.93 | |||||||