Bid Tabulations
Letting of
07/21/2010
LA DOTD Headquarters
| Lead Project: 845-07-0031 | |
| Parish: St. Charles | |
| Routes: LA 632, LA 306 | |
| Description: MAIN CANAL BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, LIME TREATMENT, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,271,422.74 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $1,468,633.25 |
| 2 | 39462 | JB James Construction LLC | $1,595,598.55 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - JB James Construction LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 108+87;24.5 ft x 76 ft Concrete Precast Deck Unit Bridge | 1 | EACH | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 410 | LNFT | 10.00 | 4,100.00 | 6.00 | 2,460.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 3,380.1 | SQYD | 9.00 | 30,420.90 | 6.00 | 20,280.60 |
| 0006 | 203-01-00100 | General Excavation | 2,226 | CUYD | 5.50 | 12,243.00 | 13.00 | 28,938.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 215 | CUYD | 10.00 | 2,150.00 | 18.00 | 3,870.00 |
| 0008 | 203-03-00100 | Embankment | 2,754 | CUYD | 22.00 | 60,588.00 | 22.00 | 60,588.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 150.00 | 300.00 | 150.00 | 300.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 600.00 | 1,800.00 | 400.00 | 1,200.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 2,731 | LNFT | 1.50 | 4,096.50 | 1.50 | 4,096.50 |
| 0012 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 158.2 | CUYD | 115.00 | 18,193.00 | 76.00 | 12,023.20 |
| 0013 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 1,835.1 | SQYD | 17.00 | 31,196.70 | 14.00 | 25,691.40 |
| 0014 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 1,442.2 | SQYD | 27.00 | 38,939.40 | 20.00 | 28,844.00 |
| 0015 | 304-05-00100 | Lime Treatment (Type E) | 20.96 | TON | 400.00 | 8,384.00 | 125.00 | 2,620.00 |
| 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 75.2 | CUYD | 100.00 | 7,520.00 | 105.00 | 7,896.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 1,277.6 | TON | 100.00 | 127,760.00 | 128.00 | 163,532.80 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 207.9 | TON | 175.00 | 36,382.50 | 195.00 | 40,540.50 |
| 0019 | 509-01-00100 | Cold Planing Asphaltic Pavement | 760 | SQYD | 10.00 | 7,600.00 | 10.00 | 7,600.00 |
| 0020 | 510-02-00100 | Pavement Widening | 1,318.5 | SQYD | 95.00 | 125,257.50 | 98.00 | 129,213.00 |
| 0021 | 701-01-02080 | Cross Drain Pipe (36" RCP/PP or 42" CMP) | 94 | LNFT | 110.00 | 10,340.00 | 160.00 | 15,040.00 |
| 0022 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 72 | LNFT | 67.00 | 4,824.00 | 90.00 | 6,480.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 216.3 | LNFT | 20.00 | 4,326.00 | 20.00 | 4,326.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 83.5 | LNFT | 65.00 | 5,427.50 | 65.00 | 5,427.50 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 1,850.00 | 3,700.00 | 1,850.00 | 3,700.00 |
| 0026 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,100.00 | 4,200.00 | 2,100.00 | 4,200.00 |
| 0027 | 705-01-00100 | Barbed Wire Fence | 1,798 | LNFT | 7.00 | 12,586.00 | 7.00 | 12,586.00 |
| 0028 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 161 | LNFT | 8.50 | 1,368.50 | 8.50 | 1,368.50 |
| 0029 | 705-05-00100 | Double Swinging Driveway Gates | 3 | DBGT | 750.00 | 2,250.00 | 750.00 | 2,250.00 |
| 0030 | 708-01-00100 | Right-of-Way Monument | 18 | EACH | 250.00 | 4,500.00 | 200.00 | 3,600.00 |
| 0031 | 708-02-00100 | Right-of-Way Monument Witness Post | 18 | EACH | 250.00 | 4,500.00 | 100.00 | 1,800.00 |
| 0032 | 711-03-00300 | Riprap (30 lb) | 30 | TON | 95.00 | 2,850.00 | 100.00 | 3,000.00 |
| 0033 | 712-04-00100 | Flexible Revetment | 575 | SQYD | 80.00 | 46,000.00 | 50.00 | 28,750.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 58,000.00 | 58,000.00 | 50,000.00 | 50,000.00 |
| 0035 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 3,820 | LNFT | 0.25 | 955.00 | 0.22 | 840.40 |
| 0036 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 26 | EACH | 6.00 | 156.00 | 6.00 | 156.00 |
| 0037 | 717-01-00100 | Seeding | 164 | LB | 6.00 | 984.00 | 6.00 | 984.00 |
| 0038 | 718-01-00100 | Fertilizer | 2,000 | LB | 0.80 | 1,600.00 | 0.80 | 1,600.00 |
| 0039 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 5,737 | SQYD | 1.15 | 6,597.55 | 1.15 | 6,597.55 |
| 0040 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0041 | 726-01-00100 | Bedding Material | 80.3 | CUYD | 60.00 | 4,818.00 | 90.00 | 7,227.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 150,000.00 | 150,000.00 |
| 0043 | 729-01-00100 | Sign (Type A) | 21 | SQFT | 25.00 | 525.00 | 24.00 | 504.00 |
| 0044 | 729-08-00200 | Mounting (3 1/2" Size Post) | 1 | EACH | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| 0045 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 60.00 | 240.00 | 60.00 | 240.00 |
| 0046 | 729-19-00300 | Dead End Road Installations (Type C) | 1 | EACH | 1,100.00 | 1,100.00 | 1,100.00 | 1,100.00 |
| 0047 | 729-21-00100 | U-Channel Post | 3 | EACH | 100.00 | 300.00 | 100.00 | 300.00 |
| 0048 | 731-02-00100 | Reflectorized Raised Pavement Markers | 56 | EACH | 10.00 | 560.00 | 10.00 | 560.00 |
| 0049 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 6,246 | LNFT | 0.60 | 3,747.60 | 0.60 | 3,747.60 |
| 0050 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 6.00 | 72.00 | 6.00 | 72.00 |
| 0051 | 732-05-00100 | Removal of Existing Markings | 0.59 | MILE | 2,500.00 | 1,475.00 | 2,500.00 | 1,475.00 |
| 0053 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0054 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 5,000.00 | 5,000.00 | 100.00 | 100.00 |
| 0055 | 804-01-00400 | Precast Concrete Piles (18") | 2,088 | LNFT | 65.00 | 135,720.00 | 85.00 | 177,480.00 |
| 0056 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 |
| 0057 | 804-17-00100 | Dynamic Monitoring | 2 | EACH | 1,800.00 | 3,600.00 | 500.00 | 1,000.00 |
| 0058 | 805-01-00700 | Class A Concrete (Bents) | 47.85 | CUYD | 1,300.00 | 62,205.00 | 1,300.00 | 62,205.00 |
| 0059 | 805-03-00100 | Class AA Concrete | 179.39 | CUYD | 800.00 | 143,512.00 | 850.00 | 152,481.50 |
| 0060 | 806-01-00100 | Deformed Reinforcing Steel | 40,914 | LB | 0.90 | 36,822.60 | 1.25 | 51,142.50 |
| 0061 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 75.00 | 15,000.00 | 65.00 | 13,000.00 |
| 0062 | 813-01-00100 | Concrete Approach Slabs | 201.2 | SQYD | 200.00 | 40,240.00 | 220.00 | 44,264.00 |
| CONTRACTOR TOTAL | 1,468,633.25 | 1,595,598.55 | ||||||