Bid Tabulations
Letting of
05/30/2012
LA DOTD Headquarters
| Lead Project: H.002914.6 | |
| Parish: Lafourche | |
| Routes: US 90 | |
| Description: US 90 (TERREBONNE PARISH LINE TO LA 182) | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $3,684,081.12 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC | $3,097,113.81 |
| 2 | 06487 | Huey Stockstill, Inc. | $3,211,713.05 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC |
- 2 - Huey Stockstill, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,957 | LNFT | 1.00 | 1,957.00 | 5.00 | 9,785.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,600 | CUYD | 5.00 | 8,000.00 | 12.00 | 19,200.00 |
| 0003 | 502-01-00100 | Superpave Asphaltic Concrete Quantity includes Asphalt for Guard Rail Embankment | 27,887.5 | TON | 80.00 | 2,231,000.00 | 86.00 | 2,398,325.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 278,920 | SQYD | 0.80 | 223,136.00 | 0.90 | 251,028.00 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,873.89 | CUYD | 0.01 | -38.74 | 0.00 | 0.00 |
| 0006 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 635 | SQYD | 25.00 | 15,875.00 | 10.00 | 6,350.00 |
| 0007 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,200 | SQYD | 70.00 | 154,000.00 | 90.00 | 198,000.00 |
| 0008 | 701-14-00100 | Cleaning Existing Pipes | 4,100 | LNFT | 4.00 | 16,400.00 | 5.00 | 20,500.00 |
| 0009 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 75 | LNFT | 45.00 | 3,375.00 | 42.00 | 3,150.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 2,112.5 | LNFT | 20.00 | 42,250.00 | 19.00 | 40,137.50 |
| 0011 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 12.5 | LNFT | 80.00 | 1,000.00 | 90.00 | 1,125.00 |
| 0012 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 30.00 | 4,500.00 | 41.00 | 6,150.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 50.00 | 15,000.00 | 67.00 | 20,100.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 14 | EACH | 2,000.00 | 28,000.00 | 2,300.00 | 32,200.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 |
| 0016 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 28 | MILE | 50.00 | 1,400.00 | 10.00 | 280.00 |
| 0017 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 28 | MILE | 5.00 | 140.00 | 10.00 | 280.00 |
| 0018 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 56 | MILE | 5.00 | 280.00 | 10.00 | 560.00 |
| 0019 | 717-01-00100 | Seeding | 810 | LB | 1.00 | 810.00 | 3.00 | 2,430.00 |
| 0020 | 718-01-00100 | Fertilizer | 27,000 | LB | 0.25 | 6,750.00 | 0.10 | 2,700.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 135,000.00 | 135,000.00 | 75,000.00 | 75,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 26 | EACH | 75.00 | 1,950.00 | 83.00 | 2,158.00 |
| 0023 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,850 | EACH | 4.00 | 7,400.00 | 5.50 | 10,175.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 28 | MILE | 2,500.00 | 70,000.00 | 2,600.00 | 72,800.00 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 14 | MILE | 675.00 | 9,450.00 | 900.00 | 12,600.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0027 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 47,955 | INLF | 0.01 | 479.55 | 0.01 | 479.55 |
| 0028 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 28 | MILE | 500.00 | 14,000.00 | 400.00 | 11,200.00 |
| CONTRACTOR TOTAL | 3,097,113.81 | 3,211,713.05 | ||||||