Bid Tabulations
Letting of
07/21/2010
LA DOTD Headquarters
| Lead Project: 803-19-0010 | |
| Parish: Ascension | |
| Routes: LA 932 | |
| Description: LA 931 - END OF CONTROL (0.1 MILES NORTH OF LA 933) | |
| Type Const: | |
| Estimated Construction Cost: $1,070,134.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $698,818.29 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $786,428.20 |
| 3 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $844,425.79 |
| 4 | 06276 | Barriere Construction Co., LLC | $856,737.63 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Barber Bros. Contracting Co., L.L.C |
- 3 - F.G. Sullivan, Jr. Contractor LLC |
- 4 - Barriere Construction Co., LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06060 | Removal of Concrete Catch Basin Station 72+16 | 1 | EACH | 1,500.00 | 1,500.00 | 200.00 | 200.00 | 100.00 | 100.00 | 450.00 | 450.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 532 | LNFT | 5.00 | 2,660.00 | 5.00 | 2,660.00 | 10.00 | 5,320.00 | 10.00 | 5,320.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) Station 42+01 | 56 | LNFT | 15.00 | 840.00 | 5.00 | 280.00 | 1.00 | 56.00 | 13.00 | 728.00 |
| 0004 | 202-02-32120 | Removal of Pipe (Side Drain) Stations 72+37,115+24 | 25 | LNFT | 15.00 | 375.00 | 5.00 | 125.00 | 1.00 | 25.00 | 9.00 | 225.00 |
| 0005 | 202-02-32140 | Removal of Pipe (Storm Drain) Stations 73+17, 73+82 | 40 | LNFT | 15.00 | 600.00 | 5.00 | 200.00 | 1.00 | 40.00 | 9.00 | 360.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 | 1,500.00 | 1,500.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,000 | CUYD | 0.01 | 20.00 | 20.00 | 40,000.00 | 18.00 | 36,000.00 | 18.00 | 36,000.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 95.00 | 1,900.00 | 95.00 | 1,900.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 2,000 | LNFT | 1.50 | 3,000.00 | 1.50 | 3,000.00 | 1.45 | 2,900.00 | 1.00 | 2,000.00 |
| 0010 | 302-02-06120 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete) | 35 | SQYD | 75.00 | 2,625.00 | 100.00 | 3,500.00 | 70.00 | 2,450.00 | 55.00 | 1,925.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,329 | CUYD | 0.01 | 13.29 | 35.00 | 46,515.00 | 1.00 | 1,329.00 | 5.00 | 6,645.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 3,004.8 | TON | 74.50 | 223,857.60 | 75.00 | 225,360.00 | 80.00 | 240,384.00 | 82.00 | 246,393.60 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,053 | TON | 1.00 | 1,053.00 | 100.00 | 105,300.00 | 80.00 | 84,240.00 | 120.00 | 126,360.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 26,651 | SQYD | 2.90 | 77,287.90 | 2.00 | 53,302.00 | 3.00 | 79,953.00 | 1.00 | 26,651.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,333 | CUYD | 0.01 | -13.33 | 0.00 | 0.00 | 0.00 | 0.00 | 5.00 | -6,665.00 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 300 | SQYD | 25.00 | 7,500.00 | 50.00 | 15,000.00 | 80.00 | 24,000.00 | 50.00 | 15,000.00 |
| 0017 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 112 | LNFT | 225.00 | 25,200.00 | 300.00 | 33,600.00 | 300.00 | 33,600.00 | 285.00 | 31,920.00 |
| 0018 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) | 856 | LNFT | 65.00 | 55,640.00 | 60.00 | 51,360.00 | 70.00 | 59,920.00 | 43.00 | 36,808.00 |
| 0019 | 701-03-02080 | Storm Drain Pipe (Outfall) (36" PP or 42" CMP) | 56 | LNFT | 150.00 | 8,400.00 | 100.00 | 5,600.00 | 100.00 | 5,600.00 | 85.00 | 4,760.00 |
| 0020 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 3,500.00 | 3,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 |
| 0021 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 191.7 | LNFT | 50.00 | 9,585.00 | 52.00 | 9,968.40 | 45.00 | 8,626.50 | 45.00 | 8,626.50 |
| 0022 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 150 | LNFT | 48.00 | 7,200.00 | 50.00 | 7,500.00 | 43.50 | 6,525.00 | 40.00 | 6,000.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 506.3 | LNFT | 25.00 | 12,657.50 | 20.00 | 10,126.00 | 17.50 | 8,860.25 | 17.50 | 8,860.25 |
| 0024 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,500.00 | 17,500.00 | 2,500.00 | 17,500.00 | 2,150.00 | 15,050.00 | 2,150.00 | 15,050.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 65,000.00 | 65,000.00 | 20,000.00 | 20,000.00 | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 |
| 0026 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 0.75 | 36.00 | 1.00 | 48.00 | 0.30 | 14.40 | 0.10 | 4.80 |
| 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.12 | MILE | 400.00 | 1,648.00 | 300.00 | 1,236.00 | 500.00 | 2,060.00 | 100.00 | 412.00 |
| 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.01 | MILE | 475.00 | 1,904.75 | 300.00 | 1,203.00 | 100.00 | 401.00 | 0.10 | 0.40 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 9.47 | MILE | 550.00 | 5,208.50 | 300.00 | 2,841.00 | 100.00 | 947.00 | 0.10 | 0.95 |
| 0030 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,400 | SQYD | 2.00 | 2,800.00 | 2.00 | 2,800.00 | 1.20 | 1,680.00 | 1.00 | 1,400.00 |
| 0031 | 726-01-00100 | Bedding Material | 531.2 | CUYD | 1.00 | 531.20 | 1.00 | 531.20 | 1.05 | 557.76 | 85.00 | 45,152.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 |
| 0033 | 729-16-00200 | Object Marker Assembly (Type 2) | 24 | EACH | 75.00 | 1,800.00 | 75.00 | 1,800.00 | 65.00 | 1,560.00 | 65.00 | 1,560.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.00 | 680.00 | 85.00 | 680.00 | 75.00 | 600.00 | 75.00 | 600.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 273 | EACH | 5.25 | 1,433.25 | 6.00 | 1,638.00 | 5.25 | 1,433.25 | 5.50 | 1,501.50 |
| 0036 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 4.50 | 108.00 | 6.00 | 144.00 | 4.50 | 108.00 | 4.50 | 108.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.735 | MILE | 2,500.00 | 11,837.50 | 2,800.00 | 13,258.00 | 2,500.00 | 11,837.50 | 2,500.00 | 11,837.50 |
| 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.005 | MILE | 825.00 | 1,654.13 | 1,000.00 | 2,005.00 | 825.00 | 1,654.13 | 825.00 | 1,654.13 |
| 0039 | 739-01-00100 | Hydro-Seeding | 5 | ACRE | 1,100.00 | 5,500.00 | 1,200.00 | 6,000.00 | 995.00 | 4,975.00 | 995.00 | 4,975.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 55,000.00 | 55,000.00 | 8,500.00 | 8,500.00 | 18,000.00 | 18,000.00 | 22,000.00 | 22,000.00 |
| 0041 | NS-200-00020 | Cleaning Existing Ditches | 1,200 | LNFT | 1.00 | 1,200.00 | 5.50 | 6,600.00 | 5.00 | 6,000.00 | 8.50 | 10,200.00 |
| 0042 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 20 | TON | 100.00 | 2,000.00 | 120.00 | 2,400.00 | 100.00 | 2,000.00 | 100.00 | 2,000.00 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,476 | INLF | 1.00 | 1,476.00 | 0.10 | 147.60 | 0.25 | 369.00 | 1.50 | 2,214.00 |
| 0044 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 850.00 | 850.00 | 800.00 | 800.00 |
| CONTRACTOR TOTAL | 698,818.29 | 786,428.20 | 844,425.79 | 856,737.63 | ||||||||