Bid Tabulations
Letting of
07/11/2012
LA DOTD Headquarters
| Lead Project: H.003085.6 | |
| Parish: Jefferson | |
| Routes: I-10 | |
| Description: I-10: ST. CHARLES P/L - WILLIAMS BLVD. | |
| Type Const: GRADING, COLD PLANING, ASPHALTIC CONCRETE OVERLAY, PAVEMENT PATCHING, PAVEMENT WIDENING, GUARD RAIL, AND RELATED WORK. | |
| Estimated Construction Cost: $4,183,501.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC | $4,796,777.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives LOYOLA DRIVE EXIT AND ENTRANCE RAMPS | 20 | SQYD | 31.00 | 620.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 3,281.25 | LNFT | 6.00 | 19,687.50 |
| 0003 | 202-03-38000 | Relocation of Sign AS DIRECTED BY PROJECT ENGINEER | 3 | EACH | 950.00 | 2,850.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,850 | CUYD | 19.00 | 73,150.00 |
| 0005 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 50 | CUYD | 85.00 | 4,250.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 8,640.5 | TON | 120.00 | 1,036,860.00 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,000 | TON | 230.00 | 460,000.00 |
| 0008 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 8,331.6 | TON | 135.00 | 1,124,766.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 146,107 | SQYD | 1.50 | 219,160.50 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,090 | CUYD | 0.01 | -60.90 |
| 0011 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 134 | SQYD | 100.00 | 13,400.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 480 | SQYD | 110.00 | 52,800.00 |
| 0013 | 510-02-00100 | Pavement Widening | 111.1 | SQYD | 100.00 | 11,110.00 |
| 0014 | 601-01-00900 | Portland Cement Concrete Pavement (12" Thick) | 25 | SQYD | 900.00 | 22,500.00 |
| 0015 | 602-03-00100 | Cleaning and Sealing Random cracks | 500 | LNFT | 8.00 | 4,000.00 |
| 0016 | 602-07-00100 | Patching Continuously Reinforced Concrete Pavement | 500 | SQYD | 700.00 | 350,000.00 |
| 0017 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,500.00 | 2,500.00 |
| 0018 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 337.5 | LNFT | 60.00 | 20,250.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 2,495.05 | LNFT | 20.00 | 49,901.00 |
| 0020 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 25 | LNFT | 90.00 | 2,250.00 |
| 0021 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 37.5 | LNFT | 30.00 | 1,125.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 350 | LNFT | 65.00 | 22,750.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 23 | EACH | 2,150.00 | 49,450.00 |
| 0024 | 706-04-00100 | Handicapped Curb Ramps | 8 | EACH | 1,500.00 | 12,000.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 200,000.00 | 200,000.00 |
| 0026 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 11,940 | LNFT | 0.01 | 119.40 |
| 0027 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 9,200 | LNFT | 0.05 | 460.00 |
| 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20 | MILE | 25.00 | 500.00 |
| 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 23.42 | MILE | 25.00 | 585.50 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 28.48 | MILE | 100.00 | 2,848.00 |
| 0031 | 717-01-00100 | Seeding | 400 | LB | 15.00 | 6,000.00 |
| 0032 | 718-01-00100 | Fertilizer | 13,370 | LB | 0.50 | 6,685.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 450,000.00 | 450,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 23 | EACH | 90.00 | 2,070.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 9,000 | EACH | 6.25 | 56,250.00 |
| 0036 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 5,970 | LNFT | 1.50 | 8,955.00 |
| 0037 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 4,600 | LNFT | 5.00 | 23,000.00 |
| 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 14.24 | MILE | 2,600.00 | 37,024.00 |
| 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.71 | MILE | 850.00 | 9,953.50 |
| 0040 | 732-05-00100 | Removal of Existing Markings (BRIDGES/OVERPASSES) | 1.52 | MILE | 5,000.00 | 7,600.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0042 | 805-09-00100 | Expansion Joint Seal | 1,280 | LNFT | 125.00 | 160,000.00 |
| 0043 | NS-201-00001 | Tree and Stump Removal (Under 36" - 36" Diameter) | 24 | EACH | 2,300.00 | 55,200.00 |
| 0044 | NS-201-00002 | Tree and Stump Removal (Over 36" - 48" Diameter) | 20 | EACH | 1,950.00 | 39,000.00 |
| 0045 | NS-201-00003 | Tree and Stump Removal (Over 48" Diameter) | 16 | EACH | 2,000.00 | 32,000.00 |
| 0046 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 20,800 | LNFT | 1.90 | 39,520.00 |
| 0047 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 8,000 | LNFT | 1.90 | 15,200.00 |
| 0048 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 19,920 | INLF | 0.65 | 12,948.00 |
| 0049 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 9,000.00 | 36,000.00 |
| 0050 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 6.35 | MILE | 400.00 | 2,540.00 |
| 0051 | 601-01-01300 | Portland Cement Concrete Pavement (14" Thick) | 30 | SQYD | 900.00 | 27,000.00 |
| CONTRACTOR TOTAL | 4,796,777.50 | |||||