Bid Tabulations
Letting of
08/14/2013
LA DOTD Headquarters
| Lead Project: H.010372.6 | |
| Parish: Rapides | |
| Routes: LA 457 | |
| Description: LA 457: JCT. US 71 - 259' N OF TIGER LAKE RD | |
| Type Const: GRADING, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, COLD PLANING ASPHALTIC PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE, DRAINAGE STRUCTURES, AND RELATED WORK. | |
| Estimated Construction Cost: $2,369,645.27 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,946,790.49 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,993,655.08 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $2,105,891.22 |
| 4 | 05789 | D & J Construction Co., Inc. | $2,226,562.66 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - D & J Construction Co., Inc. |
||||
| 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 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 59 | SQYD | 30.00 | 1,770.00 | 1.00 | 59.00 | 1.00 | 59.00 | 16.00 | 944.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,372 | LNFT | 8.00 | 10,976.00 | 7.00 | 9,604.00 | 2.00 | 2,744.00 | 12.00 | 16,464.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 800 | CUYD | 10.00 | 8,000.00 | 20.00 | 16,000.00 | 10.00 | 8,000.00 | 25.00 | 20,000.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,015 | CUYD | 15.00 | 30,225.00 | 13.00 | 26,195.00 | 12.00 | 24,180.00 | 12.50 | 25,187.50 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 17.4 | TON | 1,000.00 | 17,400.00 | 1,000.00 | 17,400.00 | 400.00 | 6,960.00 | 500.00 | 8,700.00 |
| 0007 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 66,304 | SQYD | 6.75 | 447,552.00 | 7.85 | 520,486.40 | 7.21 | 478,051.84 | 7.40 | 490,649.60 |
| 0008 | 308-02-00100 | Removal of Existing Patches | 250 | SQYD | 5.00 | 1,250.00 | 10.00 | 2,500.00 | 8.00 | 2,000.00 | 10.00 | 2,500.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 972 | CUYD | 40.00 | 38,880.00 | 38.00 | 36,936.00 | 20.00 | 19,440.00 | 20.00 | 19,440.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 12,702 | TON | 70.00 | 889,140.00 | 68.00 | 863,736.00 | 76.00 | 965,352.00 | 86.00 | 1,092,372.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,999.1 | TON | 95.00 | 189,914.50 | 135.00 | 269,878.50 | 145.00 | 289,869.50 | 115.00 | 229,896.50 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 64,584 | SQYD | 1.50 | 96,876.00 | 0.65 | 41,979.60 | 1.50 | 96,876.00 | 1.50 | 96,876.00 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,636 | CUYD | 1.00 | -4,636.00 | 5.00 | -23,180.00 | 1.00 | -4,636.00 | 0.10 | -463.60 |
| 0014 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 32 | LNFT | 150.00 | 4,800.00 | 170.00 | 5,440.00 | 250.00 | 8,000.00 | 130.00 | 4,160.00 |
| 0015 | 701-08-00100 | Relaying Pipe | 4 | LNFT | 250.00 | 1,000.00 | 230.00 | 920.00 | 250.00 | 1,000.00 | 160.00 | 640.00 |
| 0016 | 701-15-00100 | Concrete Collar | 5 | EACH | 1,750.00 | 8,750.00 | 1,500.00 | 7,500.00 | 1,500.00 | 7,500.00 | 1,600.00 | 8,000.00 |
| 0017 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 2 | EACH | 600.00 | 1,200.00 | 700.00 | 1,400.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 306.3 | LNFT | 20.00 | 6,126.00 | 16.00 | 4,900.80 | 19.50 | 5,972.85 | 21.00 | 6,432.30 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 350 | LNFT | 62.00 | 21,700.00 | 61.00 | 21,350.00 | 60.00 | 21,000.00 | 60.00 | 21,000.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 14 | EACH | 2,000.00 | 28,000.00 | 2,500.00 | 35,000.00 | 2,000.00 | 28,000.00 | 2,100.00 | 29,400.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 7,100.00 | 7,100.00 | 12,000.00 | 12,000.00 |
| 0022 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 80 | LNFT | 1.00 | 80.00 | 0.80 | 64.00 | 0.75 | 60.00 | 1.00 | 80.00 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.342 | MILE | 158.00 | 2,582.04 | 250.00 | 4,085.50 | 1.00 | 16.34 | 230.00 | 3,758.66 |
| 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 9.237 | MILE | 450.00 | 4,156.65 | 1.00 | 9.24 | 1.00 | 9.24 | 250.00 | 2,309.25 |
| 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.085 | MILE | 500.00 | 5,542.50 | 1.00 | 11.09 | 350.00 | 3,879.75 | 350.00 | 3,879.75 |
| 0026 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 | 7,000.00 | 7,000.00 |
| 0027 | 726-01-00100 | Bedding Material | 10.2 | CUYD | 100.00 | 1,020.00 | 120.00 | 1,224.00 | 100.00 | 1,020.00 | 100.00 | 1,020.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 45,000.00 | 45,000.00 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 17 | EACH | 75.00 | 1,275.00 | 66.00 | 1,122.00 | 75.00 | 1,275.00 | 100.00 | 1,700.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 828 | EACH | 5.50 | 4,554.00 | 5.25 | 4,347.00 | 5.00 | 4,140.00 | 6.00 | 4,968.00 |
| 0031 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 40 | LNFT | 5.20 | 208.00 | 11.00 | 440.00 | 10.00 | 400.00 | 11.00 | 440.00 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.131 | MILE | 2,600.00 | 10,740.60 | 2,700.00 | 11,153.70 | 2,600.00 | 10,740.60 | 2,700.00 | 11,153.70 |
| 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.618 | MILE | 900.00 | 4,156.20 | 710.00 | 3,278.78 | 700.00 | 3,232.60 | 750.00 | 3,463.50 |
| 0034 | 732-05-00100 | Removal of Existing Markings | 0.085 | MILE | 4,900.00 | 416.50 | 4,100.00 | 348.50 | 4,000.00 | 340.00 | 4,500.00 | 382.50 |
| 0035 | 735-01-00100 | Mailboxes | 58 | EACH | 5.00 | 290.00 | 1.00 | 58.00 | 1.00 | 58.00 | 5.00 | 290.00 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 49 | EACH | 115.00 | 5,635.00 | 105.00 | 5,145.00 | 104.00 | 5,096.00 | 125.00 | 6,125.00 |
| 0037 | 735-03-00100 | Mailbox Supports (Double) | 9 | EACH | 140.00 | 1,260.00 | 140.00 | 1,260.00 | 139.00 | 1,251.00 | 200.00 | 1,800.00 |
| 0038 | 739-01-00100 | Hydro-Seeding | 3.3 | ACRE | 1,500.00 | 4,950.00 | 1,300.00 | 4,290.00 | 1,500.00 | 4,950.00 | 1,700.00 | 5,610.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 |
| 0040 | NS-200-00020 | Cleaning Existing Ditches | 50 | LNFT | 40.00 | 2,000.00 | 31.20 | 1,560.00 | 15.00 | 750.00 | 20.00 | 1,000.00 |
| 0041 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 755 | LNFT | 2.00 | 1,510.00 | 3.76 | 2,838.80 | 2.00 | 1,510.00 | 6.00 | 4,530.00 |
| 0042 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 280 | LNFT | 2.50 | 700.00 | 6.43 | 1,800.40 | 2.50 | 700.00 | 12.00 | 3,360.00 |
| 0043 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 1,035 | LNFT | 1.50 | 1,552.50 | 3.53 | 3,653.55 | 1.50 | 1,552.50 | 2.00 | 2,070.00 |
| 0044 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 924 | INLF | 1.50 | 1,386.00 | 1.87 | 1,727.88 | 1.50 | 1,386.00 | 2.00 | 1,848.00 |
| 0045 | NS-700-00020 | Adjusting Guard Rail | 30 | LNFT | 16.00 | 480.00 | 13.41 | 402.30 | 15.00 | 450.00 | 20.00 | 600.00 |
| 0046 | NS-737-00009 | Painted Traffic Striping (Vertical Surfaces) | 1,372 | LNFT | 1.00 | 1,372.00 | 7.82 | 10,729.04 | 7.00 | 9,604.00 | 8.00 | 10,976.00 |
| CONTRACTOR TOTAL | 1,946,790.49 | 1,993,655.08 | 2,105,891.22 | 2,226,562.66 | ||||||||