Bid Tabulations
Letting of
03/27/2013
LA DOTD Headquarters
| Lead Project: H.001392.6 | |
| Parish: Plaquemines | |
| Routes: LA 23 | |
| Description: LA 23: Ravenna Rd-2.4 Mi S Orange Ln | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $11,707,601.00 | |
| Maximum Number of Days Allowed for Construction: 220 | |
| Calculated Daily User Cost: $10,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC | $10,499,438.46 | 160 | $12,099,438.46 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $11,149,907.46 | 220 | $13,349,907.46 |
| 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 | 202-02-06060 | Removal of Concrete Catch Basin | 20 | EACH | 420.00 | 8,400.00 | 550.00 | 11,000.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) 24", 30", 36" & 42" | 3,924 | LNFT | 10.00 | 39,240.00 | 8.00 | 31,392.00 |
| 0003 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 485.6 | SQYD | 18.70 | 9,080.72 | 24.50 | 11,897.20 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 3,860 | SQYD | 9.00 | 34,740.00 | 15.00 | 57,900.00 |
| 0005 | 202-03-38000 | Relocation of Sign (U-Channel) | 18 | EACH | 79.00 | 1,422.00 | 75.00 | 1,350.00 |
| 0006 | 202-03-38000 | Relocation of Sign (Breakaway) | 3 | EACH | 1,100.00 | 3,300.00 | 1,000.00 | 3,000.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 12,289.5 | CUYD | 25.00 | 307,237.50 | 27.00 | 331,816.50 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 37,013 | LNFT | 1.00 | 37,013.00 | 1.00 | 37,013.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 18,824.3 | CUYD | 55.00 | 1,035,336.50 | 63.00 | 1,185,930.90 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 56.7 | CUYD | 71.00 | 4,025.70 | 100.00 | 5,670.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 41,356.41 | TON | 91.00 | 3,763,433.31 | 92.00 | 3,804,789.72 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,096.64 | TON | 110.00 | 120,630.40 | 120.00 | 131,596.80 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 62.2 | SQYD | 35.00 | 2,177.00 | 50.00 | 3,110.00 |
| 0014 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 440 | SQYD | 45.00 | 19,800.00 | 50.00 | 22,000.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,871.11 | SQYD | 64.00 | 119,751.04 | 95.00 | 177,755.45 |
| 0016 | 510-03-00100 | Pavement Joint Repair | 50 | TON | 400.00 | 20,000.00 | 200.00 | 10,000.00 |
| 0017 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 83,827.2 | LNFT | 0.75 | 62,870.40 | 0.75 | 62,870.40 |
| 0018 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 2,548 | LNFT | 88.00 | 224,224.00 | 121.00 | 308,308.00 |
| 0019 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) | 592 | LNFT | 90.00 | 53,280.00 | 124.00 | 73,408.00 |
| 0020 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 600 | LNFT | 115.00 | 69,000.00 | 167.00 | 100,200.00 |
| 0021 | 701-01-01061 | Cross Drain Pipe (42" RCP) | 184 | LNFT | 215.00 | 39,560.00 | 178.00 | 32,752.00 |
| 0022 | 702-03-00100 | Catch Basins (CB-01) | 19 | EACH | 2,700.00 | 51,300.00 | 2,400.00 | 45,600.00 |
| 0023 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 4,150.00 | 4,150.00 | 3,450.00 | 3,450.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 324,000.00 | 324,000.00 | 150,000.00 | 150,000.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.51 | MILE | 400.00 | 8,204.00 | 500.00 | 10,255.00 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 41.02 | MILE | 620.00 | 25,432.40 | 550.00 | 22,561.00 |
| 0027 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 100 | EACH | 335.00 | 33,500.00 | 500.00 | 50,000.00 |
| 0028 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) Luling Location | 192 | EACH | 236.00 | 45,312.00 | 250.00 | 48,000.00 |
| 0029 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) New Orleans East Location | 410 | EACH | 270.00 | 110,700.00 | 250.00 | 102,500.00 |
| 0030 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) Kenner Location | 178 | EACH | 236.00 | 42,008.00 | 250.00 | 44,500.00 |
| 0031 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) New Orleans East | 411 | EACH | 260.00 | 106,860.00 | 250.00 | 102,750.00 |
| 0032 | 717-01-00100 | Seeding | 662.94 | LB | 11.00 | 7,292.34 | 8.00 | 5,303.52 |
| 0033 | 718-01-00100 | Fertilizer | 33,146.93 | LB | 0.65 | 21,545.50 | 0.75 | 24,860.20 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 2,800 | SQYD | 65.00 | 182,000.00 | 65.00 | 182,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 386.3 | CUYD | 70.00 | 27,041.00 | 52.50 | 20,280.75 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 214,000.00 | 214,000.00 | 700,000.00 | 700,000.00 |
| 0037 | 729-16-00200 | Object Marker Assembly (Type 2) | 74 | EACH | 71.00 | 5,254.00 | 60.00 | 4,440.00 |
| 0038 | 731-02-00100 | Reflectorized Raised Pavement Markers | 903 | EACH | 6.00 | 5,418.00 | 5.25 | 4,740.75 |
| 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.673 | MILE | 2,900.00 | 39,651.70 | 2,500.00 | 34,182.50 |
| 0040 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.837 | MILE | 1,000.00 | 6,837.00 | 850.00 | 5,811.45 |
| 0041 | 735-01-00100 | Mailboxes | 16 | EACH | 7.00 | 112.00 | 6.00 | 96.00 |
| 0042 | 735-02-00100 | Mailbox Supports (Single) | 4 | EACH | 141.00 | 564.00 | 125.00 | 500.00 |
| 0043 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 588.00 | 1,176.00 | 550.00 | 1,100.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 |
| 0045 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 44,982 | LNFT | 1.25 | 56,227.50 | 1.05 | 47,231.10 |
| 0046 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 17,992.8 | LNFT | 1.75 | 31,487.40 | 1.45 | 26,089.56 |
| 0047 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 55,461 | LNFT | 2.25 | 124,787.25 | 1.15 | 63,780.15 |
| 0048 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 6,840 | INLF | 0.80 | 5,472.00 | 0.85 | 5,814.00 |
| 0049 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 2,280 | INLF | 1.00 | 2,280.00 | 1.00 | 2,280.00 |
| 0050 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 11,856 | INLF | 1.00 | 11,856.00 | 1.00 | 11,856.00 |
| 0051 | NS-602-00001 | Milling Concrete Pavement | 106.6 | SQYD | 35.00 | 3,731.00 | 60.00 | 6,396.00 |
| 0052 | NS-700-00180 | Impact Attenuator (Construction Zone) | 6 | EACH | 5,300.00 | 31,800.00 | 5,000.00 | 30,000.00 |
| 0053 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 13.673 | MILE | 600.00 | 8,203.80 | 700.00 | 9,571.10 |
| SUBTOTAL GENERAL | 7,612,724 | 8,194,709 | ||||||
| Alternate DA1 | ||||||||
| 0054 | 202-03-38000 | Relocation of Sign (U-Channel) | 6 | EACH | 90.00 | 540.00 | 75.00 | 450.00 |
| 0055 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,928.2 | CUYD | 32.00 | 93,702.40 | 27.00 | 79,061.40 |
| 0056 | 204-06-00100 | Temporary Silt Fencing | 36,097 | LNFT | 1.00 | 36,097.00 | 1.00 | 36,097.00 |
| 0057 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18.9 | CUYD | 75.00 | 1,417.50 | 100.00 | 1,890.00 |
| 0058 | 502-01-00100 | Superpave Asphaltic Concrete | 21,656.72 | TON | 90.00 | 1,949,104.80 | 92.00 | 1,992,418.24 |
| 0059 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 44.51 | TON | 110.00 | 4,896.10 | 120.00 | 5,341.20 |
| 0060 | 509-01-00100 | Cold Planing Asphaltic Pavement | 62.2 | SQYD | 35.00 | 2,177.00 | 50.00 | 3,110.00 |
| 0061 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 440 | SQYD | 45.00 | 19,800.00 | 50.00 | 22,000.00 |
| 0062 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,871.11 | SQYD | 64.00 | 119,751.04 | 95.00 | 177,755.45 |
| 0063 | 510-03-00100 | Pavement Joint Repair | 50 | TON | 425.00 | 21,250.00 | 200.00 | 10,000.00 |
| 0064 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 78,993.6 | LNFT | 0.75 | 59,245.20 | 0.75 | 59,245.20 |
| 0065 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 76,000.00 | 76,000.00 | 25,000.00 | 25,000.00 |
| 0066 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.673 | MILE | 400.00 | 5,469.20 | 500.00 | 6,836.50 |
| 0067 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.346 | MILE | 620.00 | 16,954.52 | 550.00 | 15,040.30 |
| 0068 | 717-01-00100 | Seeding | 662.94 | LB | 11.00 | 7,292.34 | 8.00 | 5,303.52 |
| 0069 | 718-01-00100 | Fertilizer | 33,146.93 | LB | 0.75 | 24,860.20 | 0.75 | 24,860.20 |
| 0070 | 727-01-00100 | Mobilization | 1 | LUMP | 39,000.00 | 39,000.00 | 225,000.00 | 225,000.00 |
| 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 925 | EACH | 6.00 | 5,550.00 | 5.25 | 4,856.25 |
| 0072 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.673 | MILE | 2,900.00 | 39,651.70 | 2,500.00 | 34,182.50 |
| 0073 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.837 | MILE | 1,000.00 | 6,837.00 | 850.00 | 5,811.45 |
| 0074 | 735-01-00100 | Mailboxes | 7 | EACH | 70.00 | 490.00 | 6.00 | 42.00 |
| 0075 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 141.00 | 423.00 | 125.00 | 375.00 |
| 0076 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 588.00 | 588.00 | 550.00 | 550.00 |
| 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 22,000.00 | 22,000.00 | 1,000.00 | 1,000.00 |
| 0078 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 56,424 | LNFT | 1.25 | 70,530.00 | 1.05 | 59,245.20 |
| 0079 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 22,569 | LNFT | 1.50 | 33,853.50 | 1.45 | 32,725.05 |
| 0080 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 78,993 | LNFT | 2.50 | 197,482.50 | 1.15 | 90,841.95 |
| 0081 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 6,840 | INLF | 0.80 | 5,472.00 | 0.85 | 5,814.00 |
| 0082 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 2,280 | INLF | 1.00 | 2,280.00 | 1.00 | 2,280.00 |
| 0083 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 11,856 | INLF | 1.00 | 11,856.00 | 1.00 | 11,856.00 |
| 0084 | NS-602-00001 | Milling Concrete Pavement | 106.6 | SQYD | 35.00 | 3,731.00 | 60.00 | 6,396.00 |
| 0085 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 14.02 | MILE | 600.00 | 8,412.00 | 700.00 | 9,814.00 |
| SUBTOTAL ALT DA1 | 2,886,714.00 | 2,955,198.41 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 10,499,438.46 | 11,149,907.46 | ||||||
| NUMBER OF DAYS BID AT $10000 PER DAY. | 1,600,000.00 | 2,200,000.00 | ||||||
| TOTAL BID | 12,099,438.46 | 13,349,907.46 | ||||||