Bid Tabulations
Letting of
11/16/2011
LA DOTD Headquarters
| Lead Project: H.003169.6 | |
| Parish: Orleans | |
| Routes: I-10 | |
| Description: I-10 (C.S.L.M. 21.24 - Lake Pontchartrain) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING AND RELATED WORK | |
| Estimated Construction Cost: $13,304,570.72 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC | $11,900,495.20 | 200 | $12,900,495.20 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $13,366,436.80 | 250 | $14,616,436.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC |
- 2 - Boh Bros. Construction Co., LLC. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,340 | LNFT | 5.00 | 6,700.00 | 5.25 | 7,035.00 |
| 0002 | 202-03-38000 | Relocation of Sign ADJUSTMENT TO PROPER HEIGHT | 35 | EACH | 1,000.00 | 35,000.00 | 925.00 | 32,375.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 18,200 | CUYD | 19.00 | 345,800.00 | 20.00 | 364,000.00 |
| 0005 | 302-01-00100 | Class II Base Course | 130 | CUYD | 112.00 | 14,560.00 | 95.00 | 12,350.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 75,786.3 | TON | 68.00 | 5,153,468.40 | 87.00 | 6,593,408.10 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,439.1 | TON | 105.00 | 151,105.50 | 125.00 | 179,887.50 |
| 0008 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 11,479.9 | TON | 110.00 | 1,262,789.00 | 110.00 | 1,262,789.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 4,875 | SQYD | 3.00 | 14,625.00 | 6.00 | 29,250.00 |
| 0010 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 1,210 | SQYD | 42.00 | 50,820.00 | 45.00 | 54,450.00 |
| 0011 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 141,255 | LNFT | 1.25 | 176,568.75 | 1.30 | 183,631.50 |
| 0012 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 24,970 | LNFT | 1.65 | 41,200.50 | 1.70 | 42,449.00 |
| 0013 | 602-03-00100 | Cleaning and Sealing Random cracks | 2,000 | LNFT | 15.00 | 30,000.00 | 3.15 | 6,300.00 |
| 0014 | 602-04-00100 | Full Depth Corner Patching of Jointed Concrete Pavement (16.0 square yards and under) (5" Thick) | 64 | SQYD | 350.00 | 22,400.00 | 365.00 | 23,360.00 |
| 0015 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 850 | SQYD | 211.00 | 179,350.00 | 230.00 | 195,500.00 |
| 0016 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 2,160 | SQYD | 141.00 | 304,560.00 | 220.00 | 475,200.00 |
| 0017 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 4,500 | SQYD | 121.00 | 544,500.00 | 200.00 | 900,000.00 |
| 0018 | 602-06-00100 | Partial Depth Patching of Jointed Concrete Pavement | 48 | SQYD | 450.00 | 21,600.00 | 550.00 | 26,400.00 |
| 0019 | 701-14-00100 | Cleaning Existing Pipes | 200 | LNFT | 4.50 | 900.00 | 15.00 | 3,000.00 |
| 0020 | 702-04-00200 | Adjusting Catch Basins | 4 | EACH | 1,500.00 | 6,000.00 | 500.00 | 2,000.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 1,212.5 | LNFT | 19.00 | 23,037.50 | 19.00 | 23,037.50 |
| 0022 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 36.00 | 3,600.00 | 36.00 | 3,600.00 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 62.00 | 12,400.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,200.00 | 17,600.00 | 2,150.00 | 17,200.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 684,000.00 | 684,000.00 | 475,000.00 | 475,000.00 |
| 0026 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 6,000 | LNFT | 0.22 | 1,320.00 | 0.10 | 600.00 |
| 0027 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 700 | LNFT | 0.75 | 525.00 | 0.20 | 140.00 |
| 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 54.5 | MILE | 220.00 | 11,990.00 | 10.00 | 545.00 |
| 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 47.37 | MILE | 210.00 | 9,947.70 | 15.00 | 710.55 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 52.61 | MILE | 260.00 | 13,678.60 | 20.00 | 1,052.20 |
| 0031 | 717-01-00100 | Seeding | 1,128 | LB | 10.00 | 11,280.00 | 10.00 | 11,280.00 |
| 0032 | 718-01-00100 | Fertilizer | 37,600 | LB | 0.55 | 20,680.00 | 0.60 | 22,560.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 1,100,000.00 | 1,100,000.00 | 1,300,000.00 | 1,300,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 90.00 | 720.00 | 90.00 | 720.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 11,650 | EACH | 4.75 | 55,337.50 | 4.75 | 55,337.50 |
| 0036 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,500 | LNFT | 1.35 | 2,025.00 | 1.40 | 2,100.00 |
| 0037 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 175 | LNFT | 4.50 | 787.50 | 4.75 | 831.25 |
| 0038 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 40 | LNFT | 5.25 | 210.00 | 5.25 | 210.00 |
| 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 19.5 | MILE | 3,000.00 | 58,500.00 | 2,900.00 | 56,550.00 |
| 0040 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 14 | MILE | 900.00 | 12,600.00 | 875.00 | 12,250.00 |
| 0041 | 732-05-00100 | Removal of Existing Markings | 0.45 | MILE | 4,000.00 | 1,800.00 | 3,800.00 | 1,710.00 |
| 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 38,000.00 | 38,000.00 | 4,000.00 | 4,000.00 |
| 0043 | 805-09-00100 | Expansion Joint Seal | 320 | LNFT | 98.00 | 31,360.00 | 95.00 | 30,400.00 |
| 0044 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 159,945 | LNFT | 0.85 | 135,953.25 | 1.10 | 175,939.50 |
| 0045 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 27,920 | LNFT | 0.85 | 23,732.00 | 1.20 | 33,504.00 |
| 0046 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 444,498 | LNFT | 2.00 | 888,996.00 | 0.90 | 400,048.20 |
| 0047 | NS-500-00280 | Surface Preparation | 1 | LUMP | 13,000.00 | 13,000.00 | 1,000.00 | 1,000.00 |
| 0048 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 21,120 | INLF | 0.10 | 2,112.00 | 0.90 | 19,008.00 |
| 0049 | NS-602-00001 | Milling Concrete Pavement | 12,000 | SQYD | 18.00 | 216,000.00 | 10.00 | 120,000.00 |
| 0050 | NS-702-00001 | Cleaning Existing Catch Basin | 4 | EACH | 250.00 | 1,000.00 | 400.00 | 1,600.00 |
| 0051 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 5,000.00 | 20,000.00 | 14,000.00 | 56,000.00 |
| 0052 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 15.8 | MILE | 1,300.00 | 20,540.00 | 1,600.00 | 25,280.00 |
| 0053 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,222 | LNFT | 28.00 | 34,216.00 | 29.00 | 35,438.00 |
| 0054 | NS-ITS-00001 | Portable Changeable Message Sign (w/CCTV) | 2 | EACH | 31,000.00 | 62,000.00 | 34,000.00 | 68,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,900,495.20 | 13,366,436.80 | ||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 1,000,000.00 | 1,250,000.00 | ||||||
| TOTAL BID | 12,900,495.20 | 14,616,436.80 | ||||||