Bid Tabulations
Letting of
09/25/2013
LA DOTD Headquarters
| Lead Project: H.001688.6 | |
| Parish: Webster | |
| Routes: LA 159, LA 2 | |
| Description: INDIAN CREEK & THORNY BRANCH BRIDGES | |
| Type Const: CLEARING AND GRUBBING, GRADING, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK. | |
| Estimated Construction Cost: $4,108,180.07 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $4,248,659.90 |
| 2 | 39462 | Jb James Construction Llc | $4,997,821.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Jb James Construction Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 144,000.00 | 144,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 129+59.34; 24' X 247' CONCRETE SLAB SPAN BRIDGE) | 1 | EACH | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA. 111+18.90; 24' X 323' CONCRETE SLAB SPAN BRIDGE) | 1 | EACH | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,687 | LNFT | 4.00 | 6,748.00 | 5.00 | 8,435.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,138.4 | SQYD | 5.00 | 25,692.00 | 6.00 | 30,830.40 |
| 0007 | 203-01-00100 | General Excavation | 1,327 | CUYD | 5.00 | 6,635.00 | 4.00 | 5,308.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 4,664 | CUYD | 6.00 | 27,984.00 | 6.00 | 27,984.00 |
| 0009 | 203-03-00100 | Embankment | 20,475 | CUYD | 7.00 | 143,325.00 | 14.00 | 286,650.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 24 | EACH | 150.00 | 3,600.00 | 130.00 | 3,120.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 10,757 | LNFT | 2.00 | 21,514.00 | 2.00 | 21,514.00 |
| 0012 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,018.1 | SQYD | 26.00 | 234,470.60 | 25.00 | 225,452.50 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 21.52 | TON | 425.00 | 9,146.00 | 350.00 | 7,532.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 37 | CUYD | 50.00 | 1,850.00 | 80.00 | 2,960.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 25.00 | 5,000.00 | 70.00 | 14,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 1,903.6 | TON | 150.00 | 285,540.00 | 150.00 | 285,540.00 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 280.2 | TON | 170.00 | 47,634.00 | 175.00 | 49,035.00 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,599 | SQYD | 5.00 | 12,995.00 | 8.00 | 20,792.00 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -84 | CUYD | 0.10 | -8.40 | 1.00 | -84.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 475 | LNFT | 20.00 | 9,500.00 | 19.00 | 9,025.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 59.00 | 11,800.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 1,950.00 | 15,600.00 | 1,900.00 | 15,200.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 152 | LNFT | 12.00 | 1,824.00 | 12.00 | 1,824.00 |
| 0024 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 148 | LNFT | 14.00 | 2,072.00 | 14.00 | 2,072.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 18 | EACH | 200.00 | 3,600.00 | 100.00 | 1,800.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 18 | EACH | 200.00 | 3,600.00 | 100.00 | 1,800.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 879 | SQYD | 55.00 | 48,345.00 | 46.00 | 40,434.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 60,000.00 | 60,000.00 |
| 0029 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.402 | MILE | 200.00 | 280.40 | 200.00 | 280.40 |
| 0030 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.402 | MILE | 200.00 | 280.40 | 200.00 | 280.40 |
| 0031 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 5.397 | MILE | 400.00 | 2,158.80 | 400.00 | 2,158.80 |
| 0032 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 357 | EACH | 5.00 | 1,785.00 | 4.00 | 1,428.00 |
| 0033 | 716-01-00100 | Mulch (Vegetative) | 8.4 | TON | 600.00 | 5,040.00 | 725.00 | 6,090.00 |
| 0034 | 717-01-00100 | Seeding | 447 | LB | 10.00 | 4,470.00 | 6.00 | 2,682.00 |
| 0035 | 718-01-00100 | Fertilizer | 5,590 | LB | 0.50 | 2,795.00 | 0.45 | 2,515.50 |
| 0036 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,645 | SQYD | 1.50 | 3,967.50 | 1.30 | 3,438.50 |
| 0037 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 7,500.00 | 7,500.00 | 35,000.00 | 35,000.00 |
| 0038 | 725-01-00100 | Temporary Detour Roads | 2,351 | SQYD | 115.00 | 270,365.00 | 105.00 | 246,855.00 |
| 0039 | 725-02-00100 | Temporary Detour Bridging | 400 | LNFT | 1,200.00 | 480,000.00 | 2,100.00 | 840,000.00 |
| 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 420,000.00 | 420,000.00 | 490,000.00 | 490,000.00 |
| 0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 |
| 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 185 | EACH | 4.00 | 740.00 | 4.00 | 740.00 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.803 | MILE | 2,500.00 | 7,007.50 | 2,500.00 | 7,007.50 |
| 0044 | 735-01-00100 | Mailboxes | 1 | EACH | 25.00 | 25.00 | 1.00 | 1.00 |
| 0045 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 100.00 | 100.00 | 150.00 | 150.00 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,500.00 | 12,500.00 | 75,000.00 | 75,000.00 |
| 0047 | 804-01-00400 | Precast Concrete Piles (18") | 6,736 | LNFT | 80.00 | 538,880.00 | 75.00 | 505,200.00 |
| 0048 | 804-05-00400 | Precast Concrete Test Piles (18") | 2 | EACH | 40,000.00 | 80,000.00 | 25,000.00 | 50,000.00 |
| 0049 | 804-09-00100 | Loading Test Piles | 2 | EACH | 3,500.00 | 7,000.00 | 28,000.00 | 56,000.00 |
| 0050 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 1,500.00 | 3,000.00 | 100.00 | 200.00 |
| 0051 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 500.00 | 1,000.00 | 100.00 | 200.00 |
| 0052 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 2,000.00 | 4,000.00 | 100.00 | 200.00 |
| 0053 | 804-17-00100 | Dynamic Monitoring | 14 | EACH | 1,250.00 | 17,500.00 | 1,000.00 | 14,000.00 |
| 0054 | 805-01-00700 | Class A Concrete (Bents) | 217.73 | CUYD | 1,005.00 | 218,818.65 | 1,100.00 | 239,503.00 |
| 0055 | 805-03-00100 | Class AA Concrete | 955.84 | CUYD | 550.00 | 525,712.00 | 600.00 | 573,504.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 221,115 | LB | 0.95 | 210,059.25 | 1.00 | 221,115.00 |
| 0057 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,160 | LNFT | 65.00 | 75,400.00 | 59.00 | 68,440.00 |
| 0058 | 813-01-00100 | Concrete Approach Slabs | 657.76 | SQYD | 220.00 | 144,707.20 | 190.00 | 124,974.40 |
| 0059 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 140 | LNFT | 5.00 | 700.00 | 5.00 | 700.00 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 78 | INLF | 3.00 | 234.00 | 1.00 | 78.00 |
| 0061 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,456 | INLF | 3.00 | 4,368.00 | 1.00 | 1,456.00 |
| 0062 | NS-800-00541 | Dynamic Pile Monitoring Instrumentation Accessories | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| CONTRACTOR TOTAL | 4,248,659.90 | 4,997,821.40 | ||||||