Bid Tabulations
Letting of
08/04/2010
LA DOTD Headquarters
| Lead Project: 450-90-0226-R1 | |
| Parish: Orleans | |
| Routes: I-10 | |
| Description: NEAR FRANKLIN AVE. - PARIS ROAD | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $15,904,275.63 | |
| Maximum Number of Days Allowed for Construction: 250 | |
| Calculated Daily User Cost: $15,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 02179 | Boh Bros. Construction Co., LLC. | $15,975,462.58 | 250 | $19,725,462.58 |
| 2 | 06276 | Barriere Construction Co., LLC | $18,206,643.38 | 310 | $22,856,643.38 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Boh Bros. Construction Co., LLC. |
- 2 - Barriere Construction Co., LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 100.00 | 100.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 6,588 | LNFT | 6.50 | 42,822.00 | 6.25 | 41,175.00 |
| 0003 | 202-03-38000 | Relocation of Sign (Relocate and adjust signs) | 40 | EACH | 950.00 | 38,000.00 | 915.00 | 36,600.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,275 | CUYD | 35.00 | 149,625.00 | 11.00 | 47,025.00 |
| 0005 | 302-02-06000 | Class II Base Course (12" Thick) | 6,000 | SQYD | 20.00 | 120,000.00 | 3.00 | 18,000.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 72,025.9 | TON | 88.00 | 6,338,279.20 | 76.00 | 5,473,968.40 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4,320.7 | TON | 120.00 | 518,484.00 | 140.00 | 604,898.00 |
| 0008 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 24,190.7 | TON | 115.00 | 2,781,930.50 | 100.00 | 2,419,070.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 14,697 | SQYD | 2.00 | 29,394.00 | 20.00 | 293,940.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -613 | CUYD | 10.00 | -6,130.00 | 5.00 | -3,065.00 |
| 0011 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 525 | SQYD | 50.00 | 26,250.00 | 60.00 | 31,500.00 |
| 0012 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 262,550 | LNFT | 1.30 | 341,315.00 | 1.25 | 328,187.50 |
| 0013 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 72,225 | LNFT | 1.60 | 115,560.00 | 1.50 | 108,337.50 |
| 0014 | 602-03-00100 | Cleaning and Sealing Random cracks | 12,000 | LNFT | 2.10 | 25,200.00 | 2.00 | 24,000.00 |
| 0015 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 250 | SQYD | 240.00 | 60,000.00 | 220.00 | 55,000.00 |
| 0016 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 1,034 | SQYD | 250.00 | 258,500.00 | 225.00 | 232,650.00 |
| 0017 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 300 | SQYD | 230.00 | 69,000.00 | 210.00 | 63,000.00 |
| 0018 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 946 | SQYD | 235.00 | 222,310.00 | 215.00 | 203,390.00 |
| 0019 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 575 | SQYD | 210.00 | 120,750.00 | 190.00 | 109,250.00 |
| 0020 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 5,475 | SQYD | 215.00 | 1,177,125.00 | 195.00 | 1,067,625.00 |
| 0021 | 702-04-00200 | Adjusting Catch Basins | 30 | EACH | 500.00 | 15,000.00 | 775.00 | 23,250.00 |
| 0022 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 194 | LNFT | 44.00 | 8,536.00 | 42.00 | 8,148.00 |
| 0023 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 694 | LNFT | 50.00 | 34,700.00 | 50.00 | 34,700.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 4,469.8 | LNFT | 22.00 | 98,335.60 | 18.00 | 80,456.40 |
| 0025 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 138 | LNFT | 100.00 | 13,800.00 | 95.00 | 13,110.00 |
| 0026 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 262.5 | LNFT | 42.00 | 11,025.00 | 40.00 | 10,500.00 |
| 0027 | 704-08-00100 | Guard Rail Transitions (Single Thrie Beam) | 50 | LNFT | 21.00 | 1,050.00 | 60.00 | 3,000.00 |
| 0028 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 543.75 | LNFT | 63.00 | 34,256.25 | 60.00 | 32,625.00 |
| 0029 | 704-11-00100 | Guard Rail End Treatment (Flared) | 45 | EACH | 2,300.00 | 103,500.00 | 2,200.00 | 99,000.00 |
| 0030 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 60 | SQYD | 100.00 | 6,000.00 | 120.00 | 7,200.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 300,000.00 | 300,000.00 | 1,650,000.00 | 1,650,000.00 |
| 0032 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 6,360 | LNFT | 0.22 | 1,399.20 | 0.22 | 1,399.20 |
| 0033 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 1,426 | LNFT | 0.75 | 1,069.50 | 0.75 | 1,069.50 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 37.728 | MILE | 400.00 | 15,091.20 | 250.00 | 9,432.00 |
| 0035 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 49.775 | MILE | 475.00 | 23,643.13 | 475.00 | 23,643.13 |
| 0036 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 91.85 | MILE | 550.00 | 50,517.50 | 400.00 | 36,740.00 |
| 0037 | 717-01-00100 | Seeding | 115 | LB | 15.00 | 1,725.00 | 15.00 | 1,725.00 |
| 0038 | 718-01-00100 | Fertilizer | 3,726 | LB | 0.60 | 2,235.60 | 0.60 | 2,235.60 |
| 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 1,150,000.00 | 1,150,000.00 | 1,750,000.00 | 1,750,000.00 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 71 | EACH | 80.00 | 5,680.00 | 80.00 | 5,680.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 50,050 | EACH | 5.00 | 250,250.00 | 4.85 | 242,742.50 |
| 0042 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 20,530 | LNFT | 1.40 | 28,742.00 | 1.35 | 27,715.50 |
| 0043 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 5,081 | LNFT | 4.00 | 20,324.00 | 4.00 | 20,324.00 |
| 0044 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 48.65 | MILE | 2,400.00 | 116,760.00 | 2,400.00 | 116,760.00 |
| 0045 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 32.388 | MILE | 800.00 | 25,910.40 | 800.00 | 25,910.40 |
| 0046 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 14 | EACH | 240.00 | 3,360.00 | 235.00 | 3,290.00 |
| 0047 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 11 | EACH | 225.00 | 2,475.00 | 215.00 | 2,365.00 |
| 0048 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 6 | EACH | 225.00 | 1,350.00 | 215.00 | 1,290.00 |
| 0049 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 15 | EACH | 230.00 | 3,450.00 | 225.00 | 3,375.00 |
| 0050 | 732-05-00100 | Removal of Existing Markings | 6.58 | MILE | 3,000.00 | 19,740.00 | 3,000.00 | 19,740.00 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 70,000.00 | 70,000.00 |
| 0052 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 212,350 | LNFT | 1.10 | 233,585.00 | 1.05 | 222,967.50 |
| 0053 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 60,025 | LNFT | 1.20 | 72,030.00 | 1.15 | 69,028.75 |
| 0054 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 544,750 | LNFT | 0.85 | 463,037.50 | 0.85 | 463,037.50 |
| 0055 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,060 | INLF | 1.00 | 3,060.00 | 10.20 | 31,212.00 |
| 0056 | NS-602-00001 | Milling Concrete Pavement | 3,080 | SQYD | 10.00 | 30,800.00 | 75.00 | 231,000.00 |
| 0057 | NS-702-00001 | Cleaning Existing Catch Basin | 30 | EACH | 200.00 | 6,000.00 | 200.00 | 6,000.00 |
| 0058 | NS-713-00001 | Dynamic Message Sign Unit | 7 | EACH | 15,000.00 | 105,000.00 | 200,000.00 | 1,400,000.00 |
| 0059 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 23.7 | MILE | 1,200.00 | 28,440.00 | 500.00 | 11,850.00 |
| 0060 | NS-737-00001 | Traffic Paint Curbs and Traffic Islands | 57 | SQYD | 10.00 | 570.00 | 10.00 | 570.00 |
| 0061 | NS-800-00120 | Pier Protection System (Vehicle) (Sta. 1894 + 56 to Sta. 1896 + 78) | 1 | EACH | 100,000.00 | 100,000.00 | 176,000.00 | 176,000.00 |
| 0062 | NS-805-00006 | Class 2A, Special Surface Finish for Existing Concrete | 186,000 | SQFT | 0.75 | 139,500.00 | 0.50 | 93,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 15,975,462.58 | 18,206,643.38 | ||||||
| NUMBER OF DAYS BID AT $15000 PER DAY. | 3,750,000.00 | 4,650,000.00 | ||||||
| TOTAL BID | 19,725,462.58 | 22,856,643.38 | ||||||