Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.003134.6-R1 | |
| Parish: Orleans | |
| Routes: I-610 | |
| Description: I-610: (I-10 to St. Bernard Ave.) | |
| Type Const: GRADING, COLD PLANING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $4,985,389.20 | |
| 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 | $6,383,787.75 | 170 | $7,233,787.75 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $6,473,407.03 | 320 | $8,073,407.03 |
| 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 | 2,600 | LNFT | 6.00 | 15,600.00 | 4.50 | 11,700.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 600 | CUYD | 60.00 | 36,000.00 | 70.00 | 42,000.00 |
| 0003 | 502-01-00100 | Superpave Asphaltic Concrete | 11,609.3 | TON | 110.00 | 1,277,023.00 | 110.00 | 1,277,023.00 |
| 0004 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 868.7 | TON | 150.00 | 130,305.00 | 250.00 | 217,175.00 |
| 0005 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 10,960.5 | TON | 155.00 | 1,698,877.50 | 150.00 | 1,644,075.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 86,838 | SQYD | 3.00 | 260,514.00 | 3.00 | 260,514.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,713.7 | CUYD | 22.00 | -59,701.40 | 20.00 | -54,274.00 |
| 0008 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 2,500 | SQYD | 41.00 | 102,500.00 | 55.00 | 137,500.00 |
| 0009 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 82.00 | 82,000.00 | 110.00 | 110,000.00 |
| 0010 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 47,510.4 | LNFT | 2.00 | 95,020.80 | 2.00 | 95,020.80 |
| 0011 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 21,379.7 | LNFT | 2.00 | 42,759.40 | 2.00 | 42,759.40 |
| 0012 | 602-03-00100 | Cleaning and Sealing Random cracks | 2,000 | LNFT | 3.50 | 7,000.00 | 4.00 | 8,000.00 |
| 0013 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 300 | SQYD | 390.00 | 117,000.00 | 450.00 | 135,000.00 |
| 0014 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 400 | SQYD | 280.00 | 112,000.00 | 400.00 | 160,000.00 |
| 0015 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 250 | SQYD | 230.00 | 57,500.00 | 350.00 | 87,500.00 |
| 0016 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 128.75 | LNFT | 45.00 | 5,793.75 | 40.00 | 5,150.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 1,606.75 | LNFT | 22.00 | 35,348.50 | 20.00 | 32,135.00 |
| 0018 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 25 | LNFT | 98.00 | 2,450.00 | 90.00 | 2,250.00 |
| 0019 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 125 | LNFT | 32.00 | 4,000.00 | 30.00 | 3,750.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 425 | LNFT | 72.00 | 30,600.00 | 65.00 | 27,625.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 15 | EACH | 2,200.00 | 33,000.00 | 2,000.00 | 30,000.00 |
| 0022 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,450.00 | 4,900.00 | 2,400.00 | 4,800.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 600,000.00 | 600,000.00 | 580,000.00 | 580,000.00 |
| 0024 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 5,300 | LNFT | 1.00 | 5,300.00 | 1.00 | 5,300.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.64 | MILE | 600.00 | 12,384.00 | 400.00 | 8,256.00 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 14.4 | MILE | 500.00 | 7,200.00 | 500.00 | 7,200.00 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 14.4 | MILE | 770.00 | 11,088.00 | 600.00 | 8,640.00 |
| 0028 | 717-01-00100 | Seeding | 10 | LB | 55.00 | 550.00 | 100.00 | 1,000.00 |
| 0029 | 718-01-00100 | Fertilizer | 330 | LB | 3.00 | 990.00 | 4.00 | 1,320.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 640,000.00 | 640,000.00 | 640,000.00 | 640,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 85.00 | 2,040.00 | 80.00 | 1,920.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 7,940 | EACH | 5.75 | 45,655.00 | 5.50 | 43,670.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 2,650 | LNFT | 6.00 | 15,900.00 | 5.00 | 13,250.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.2 | MILE | 3,000.00 | 21,600.00 | 2,650.00 | 19,080.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.2 | MILE | 900.00 | 6,480.00 | 850.00 | 6,120.00 |
| 0036 | 732-05-00100 | Removal of Existing Markings | 2.25 | MILE | 4,350.00 | 9,787.50 | 3,700.00 | 8,325.00 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 |
| 0038 | 805-09-00100 | Expansion Joint Seal | 1,300 | LNFT | 120.00 | 156,000.00 | 110.00 | 143,000.00 |
| 0039 | NS-201-00002 | Tree and Stump Removal (Over 36" - 48" Diameter) | 5 | EACH | 1,200.00 | 6,000.00 | 1,500.00 | 7,500.00 |
| 0040 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 109,190 | LNFT | 1.35 | 147,406.50 | 1.50 | 163,785.00 |
| 0041 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 49,135.7 | LNFT | 1.35 | 66,333.20 | 1.50 | 73,703.55 |
| 0042 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 316,652 | LNFT | 1.00 | 316,652.00 | 0.89 | 281,820.28 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 352 | INLF | 2.50 | 880.00 | 2.00 | 704.00 |
| 0044 | NS-602-00001 | Milling Concrete Pavement TO BE USED FOR APPROACH SLAB LEVELING | 6,085 | SQYD | 19.00 | 115,615.00 | 6.00 | 36,510.00 |
| 0045 | NS-702-00001 | Cleaning Existing Catch Basin | 4 | EACH | 300.00 | 1,200.00 | 500.00 | 2,000.00 |
| 0046 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 2,000.00 | 8,000.00 | 14,000.00 | 56,000.00 |
| 0047 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.84 | MILE | 1,650.00 | 16,236.00 | 2,500.00 | 24,600.00 |
| 0048 | NS-733-00001 | Concrete Median Barrier Coring | 100 | EACH | 500.00 | 50,000.00 | 500.00 | 50,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 6,383,787.75 | 6,473,407.03 | ||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 850,000.00 | 1,600,000.00 | ||||||
| TOTAL BID | 7,233,787.75 | 8,073,407.03 | ||||||