Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.008443.6 | |
| Parish: Vermilion | |
| Routes: LA 82 | |
| Description: LA 82: LA 14 BYPASS - LAFAYETTE PARISH LINE | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $5,895,448.64 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $5,311,391.41 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $5,726,247.15 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $6,697,094.85 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of RETAINING WALL | 1 | EACH | 795.00 | 795.00 | 860.00 | 860.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 450 | SQYD | 7.96 | 3,582.00 | 10.00 | 4,500.00 | 29.00 | 13,050.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 90 | SQYD | 12.00 | 1,080.00 | 17.00 | 1,530.00 | 40.00 | 3,600.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 300 | LNFT | 6.50 | 1,950.00 | 10.50 | 3,150.00 | 7.00 | 2,100.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 335 | CUYD | 13.01 | 4,358.35 | 15.00 | 5,025.00 | 30.00 | 10,050.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 750 | CUYD | 13.01 | 9,757.50 | 15.00 | 11,250.00 | 15.00 | 11,250.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 115 | EACH | 75.75 | 8,711.25 | 120.00 | 13,800.00 | 125.00 | 14,375.00 |
| 0008 | 303-01-00300 | In-Place Cement Stabilzed Base Course (10" Thick) | 138,596 | SQYD | 4.04 | 559,927.84 | 5.30 | 734,558.80 | 6.00 | 831,576.00 |
| 0009 | 305-01-03000 | Subgrade Layer (10" Thick) | 55,773 | SQYD | 7.27 | 405,469.71 | 7.25 | 404,354.25 | 8.63 | 481,320.99 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,130 | CUYD | 25.50 | 79,815.00 | 16.00 | 50,080.00 | 85.00 | 266,050.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 150 | CUYD | 25.00 | 3,750.00 | 16.00 | 2,400.00 | 78.00 | 11,700.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 34,724.5 | TON | 71.53 | 2,483,843.49 | 75.00 | 2,604,337.50 | 85.00 | 2,951,582.50 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,704.2 | TON | 102.50 | 174,680.50 | 125.00 | 213,025.00 | 160.00 | 272,672.00 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 108,087 | GAL | 3.77 | 407,487.99 | 3.60 | 389,113.20 | 3.75 | 405,326.25 |
| 0015 | 507-02-00200 | Aggregate (S2) | 158,952 | SQYD | 0.95 | 151,004.40 | 0.90 | 143,056.80 | 0.90 | 143,056.80 |
| 0016 | 507-02-00300 | Aggregate (S3) | 158,952 | SQYD | 0.72 | 114,445.44 | 0.70 | 111,266.40 | 0.70 | 111,266.40 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 125,525 | SQYD | 1.00 | 125,525.00 | 1.00 | 125,525.00 | 1.90 | 238,497.50 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -7,823 | CUYD | 0.01 | -78.23 | 0.10 | -782.30 | 0.10 | -782.30 |
| 0019 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 83.00 | 83,000.00 | 70.00 | 70,000.00 | 97.00 | 97,000.00 |
| 0020 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 4 | LNFT | 179.99 | 719.96 | 80.00 | 320.00 | 130.00 | 520.00 |
| 0021 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 113 | LNFT | 50.50 | 5,706.50 | 75.00 | 8,475.00 | 80.00 | 9,040.00 |
| 0022 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) | 101 | LNFT | 50.50 | 5,100.50 | 72.00 | 7,272.00 | 90.00 | 9,090.00 |
| 0023 | 701-03-02060 | Storm Drain Pipe (Outfall) (30" PP or 36" CMP) | 40 | LNFT | 68.00 | 2,720.00 | 100.00 | 4,000.00 | 100.00 | 4,000.00 |
| 0024 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 40 | LNFT | 68.00 | 2,720.00 | 95.00 | 3,800.00 | 100.00 | 4,000.00 |
| 0025 | 701-15-00100 | Concrete Collar | 3 | EACH | 441.88 | 1,325.64 | 600.00 | 1,800.00 | 1,200.00 | 3,600.00 |
| 0026 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 2,699.99 | 10,799.96 | 3,200.00 | 12,800.00 | 3,250.00 | 13,000.00 |
| 0027 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 54.54 | 5,454.00 | 35.00 | 3,500.00 | 40.00 | 4,000.00 |
| 0028 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 125 | LNFT | 54.54 | 6,817.50 | 60.00 | 7,500.00 | 60.00 | 7,500.00 |
| 0029 | 704-03-00100 | Blocked Out Guard Rail | 125 | LNFT | 27.27 | 3,408.75 | 20.00 | 2,500.00 | 21.00 | 2,625.00 |
| 0030 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,617.92 | 5,235.84 | 2,100.00 | 4,200.00 | 2,100.00 | 4,200.00 |
| 0031 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,617.92 | 5,235.84 | 2,400.00 | 4,800.00 | 2,500.00 | 5,000.00 |
| 0032 | 706-02-00200 | Concrete Drive (6" Thick) | 60 | SQYD | 50.50 | 3,030.00 | 77.00 | 4,620.00 | 65.00 | 3,900.00 |
| 0033 | 712-03-00100 | Stone Revetment | 203 | SQYD | 41.00 | 8,323.00 | 75.00 | 15,225.00 | 45.00 | 9,135.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 21,600.00 | 21,600.00 | 17,000.00 | 17,000.00 | 26,000.00 | 26,000.00 |
| 0035 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 21.918 | MILE | 650.00 | 14,246.70 | 165.00 | 3,616.47 | 180.00 | 3,945.24 |
| 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.804 | MILE | 436.32 | 5,586.64 | 415.00 | 5,313.66 | 180.00 | 2,304.72 |
| 0037 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 64.808 | MILE | 490.86 | 31,811.65 | 465.00 | 30,135.72 | 350.00 | 22,682.80 |
| 0038 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,690 | EACH | 1.20 | 3,228.00 | 1.15 | 3,093.50 | 1.00 | 2,690.00 |
| 0039 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,700.00 | 7,700.00 | 5,200.00 | 5,200.00 | 1,100.00 | 1,100.00 |
| 0040 | 726-01-00100 | Bedding Material | 56 | CUYD | 75.00 | 4,200.00 | 93.00 | 5,208.00 | 100.00 | 5,600.00 |
| 0041 | 727-01-00100 | Mobilization | 1 | LUMP | 383,042.50 | 383,042.50 | 550,000.00 | 550,000.00 | 540,000.00 | 540,000.00 |
| 0042 | 729-16-00200 | Object Marker Assembly (Type 2) | 67 | EACH | 81.81 | 5,481.27 | 68.00 | 4,556.00 | 66.00 | 4,422.00 |
| 0043 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 81.81 | 327.24 | 78.00 | 312.00 | 80.00 | 320.00 |
| 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,881 | EACH | 5.73 | 10,778.13 | 5.50 | 10,345.50 | 5.25 | 9,875.25 |
| 0045 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 50 | LNFT | 1.47 | 73.50 | 1.40 | 70.00 | 7.00 | 350.00 |
| 0046 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 27 | LNFT | 4.91 | 132.57 | 4.76 | 128.52 | 11.00 | 297.00 |
| 0047 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 5.45 | 130.80 | 5.25 | 126.00 | 11.00 | 264.00 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 32.054 | MILE | 2,781.54 | 89,159.48 | 2,650.00 | 84,943.10 | 2,700.00 | 86,545.80 |
| 0049 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.561 | MILE | 927.18 | 6,083.23 | 875.00 | 5,740.88 | 900.00 | 5,904.90 |
| 0050 | 732-05-00100 | Removal of Existing Markings | 0.04 | MILE | 5,454.00 | 218.16 | 5,200.00 | 208.00 | 25,000.00 | 1,000.00 |
| 0051 | 735-01-00100 | Mailboxes | 153 | EACH | 16.36 | 2,503.08 | 1.05 | 160.65 | 1.00 | 153.00 |
| 0052 | 735-02-00100 | Mailbox Supports (Single) | 146 | EACH | 103.63 | 15,129.98 | 100.00 | 14,600.00 | 104.00 | 15,184.00 |
| 0053 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 136.35 | 272.70 | 260.00 | 520.00 | 125.00 | 250.00 |
| 0054 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 201.80 | 201.80 | 420.00 | 420.00 | 180.00 | 180.00 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 22,093.75 | 22,093.75 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0056 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,350 | INLF | 1.25 | 1,687.50 | 1.25 | 1,687.50 | 3.50 | 4,725.00 |
| CONTRACTOR TOTAL | 5,311,391.41 | 5,726,247.15 | 6,697,094.85 | |||||||