Bid Tabulations
Letting of
06/30/2010
LA DOTD Headquarters
| Lead Project: 245-02-0031-R1 | |
| Parish: Terrebonne | |
| Routes: LA 315 | |
| Description: LA 315 (SOUTH END OF LA 315 - JCT. BOUDREAUX ROAD) | |
| Type Const: GRADING, PAVEMENT PATCHING, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SURFACE PREPARATION AND RELATED WORK. | |
| Estimated Construction Cost: $5,661,444.48 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06487 | Huey Stockstill, Inc. | $5,467,298.50 |
| 2 | 06276 | Barriere Construction Co., LLC | $6,488,332.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Huey Stockstill, Inc. |
- 2 - Barriere Construction Co., LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 283 | LNFT | 7.00 | 1,981.00 | 2.00 | 566.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,450 | CUYD | 20.00 | 29,000.00 | 25.00 | 36,250.00 |
| 0003 | 203-08-00100 | Geotextile Fabric | 50 | SQYD | 5.00 | 250.00 | 2.50 | 125.00 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6,663 | CUYD | 60.00 | 399,780.00 | 50.00 | 333,150.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 51,050.3 | TON | 70.00 | 3,573,521.00 | 75.00 | 3,828,772.50 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,315 | TON | 120.00 | 157,800.00 | 75.00 | 98,625.00 |
| 0007 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,180 | SQYD | 110.00 | 129,800.00 | 95.00 | 112,100.00 |
| 0008 | 510-02-00100 | Pavement Widening | 4,587.7 | SQYD | 49.00 | 224,797.30 | 40.00 | 183,508.00 |
| 0009 | 510-03-00100 | Pavement Joint Repair | 200 | TON | 180.00 | 36,000.00 | 200.00 | 40,000.00 |
| 0010 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 16,526 | LNFT | 2.00 | 33,052.00 | 1.50 | 24,789.00 |
| 0011 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 16,526 | LNFT | 2.00 | 33,052.00 | 1.50 | 24,789.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 22.00 | 1,925.00 | 10.00 | 875.00 |
| 0013 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 37.00 | 1,850.00 | 40.00 | 2,000.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 63.00 | 6,300.00 | 50.00 | 5,000.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,000.00 | 8,000.00 |
| 0016 | 711-03-00300 | Riprap (30 lb) | 200 | TON | 75.00 | 15,000.00 | 90.00 | 18,000.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 26,000.00 | 26,000.00 | 637,000.00 | 637,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24.36 | MILE | 300.00 | 7,308.00 | 130.00 | 3,166.80 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.98 | MILE | 300.00 | 5,394.00 | 10.00 | 179.80 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 129.92 | MILE | 400.00 | 51,968.00 | 10.00 | 1,299.20 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 166,000.00 | 166,000.00 | 640,000.00 | 640,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 22 | EACH | 80.00 | 1,760.00 | 75.00 | 1,650.00 |
| 0023 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,542 | EACH | 5.50 | 13,981.00 | 5.25 | 13,345.50 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 64.96 | MILE | 2,600.00 | 168,896.00 | 2,400.00 | 155,904.00 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.99 | MILE | 900.00 | 8,091.00 | 850.00 | 7,641.50 |
| 0026 | 735-01-00100 | Mailboxes | 293 | EACH | 1.00 | 293.00 | 1.00 | 293.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 258 | EACH | 110.00 | 28,380.00 | 100.00 | 25,800.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 16 | EACH | 200.00 | 3,200.00 | 150.00 | 2,400.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 75,000.00 | 75,000.00 |
| 0030 | NS-200-00020 | Cleaning Existing Ditches | 5,000 | LNFT | 7.50 | 37,500.00 | 8.00 | 40,000.00 |
| 0031 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 16,526 | LNFT | 2.00 | 33,052.00 | 1.30 | 21,483.80 |
| 0032 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 11,018 | LNFT | 2.00 | 22,036.00 | 1.30 | 14,323.40 |
| 0033 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 55,088 | LNFT | 1.50 | 82,632.00 | 1.00 | 55,088.00 |
| 0034 | NS-500-00280 | Surface Preparation | 1 | LUMP | 137,000.00 | 137,000.00 | 60,000.00 | 60,000.00 |
| 0035 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 8,040 | INLF | 0.10 | 804.00 | 1.25 | 10,050.00 |
| 0036 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,764 | INLF | 1.00 | 1,764.00 | 0.50 | 882.00 |
| 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 6,276 | INLF | 1.20 | 7,531.20 | 1.00 | 6,276.00 |
| CONTRACTOR TOTAL | 5,467,298.50 | 6,488,332.50 | ||||||