Bid Tabulations
Letting of
01/13/2010
LA DOTD Headquarters
| Lead Project: 824-02-0014 | |
| Parish: Iberville | |
| Routes: LA 75 | |
| Description: MILLY CANAL BRIDGE REPLACEMENT | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, TEMPORARY DETOUR ROAD, SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,588,460.57 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39580 | Gerace Construction Llc | $1,839,245.45 |
| 2 | 39462 | JB James Construction LLC | $2,237,804.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gerace Construction Llc |
- 2 - JB James Construction LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 | 300,000.00 | 300,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge CONCRETE SLAB BRIDGE | 1 | EACH | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,478.2 | SQYD | 1.50 | 3,717.30 | 5.00 | 12,391.00 |
| 0005 | 203-02-00100 | Drainage Excavation | 244 | CUYD | 14.00 | 3,416.00 | 18.00 | 4,392.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 250.00 | 1,000.00 | 120.00 | 480.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 3,244 | LNFT | 2.25 | 7,299.00 | 2.00 | 6,488.00 |
| 0009 | 302-02-04160 | Class II Base Course (9 in Thick) (Soil Cement) | 3,592.6 | SQFT | 8.00 | 28,740.80 | 18.00 | 64,666.80 |
| 0010 | 304-05-00100 | Lime Treatment (Type E) | 50.93 | TON | 300.00 | 15,279.00 | 400.00 | 20,372.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 94 | CUYD | 100.00 | 9,400.00 | 90.00 | 8,460.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 300 | CUYD | 70.00 | 21,000.00 | 70.00 | 21,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 681.5 | TON | 140.00 | 95,410.00 | 130.00 | 88,595.00 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 296.4 | TON | 200.00 | 59,280.00 | 190.00 | 56,316.00 |
| 0015 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 2,443 | GAL | 4.25 | 10,382.75 | 4.00 | 9,772.00 |
| 0016 | 507-02-00200 | Aggregate (S2) | 3,593 | SQYD | 5.50 | 19,761.50 | 5.00 | 17,965.00 |
| 0017 | 507-02-00300 | Aggregate (S3) | 3,593 | SQYD | 5.25 | 18,863.25 | 5.00 | 17,965.00 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 172 | LNFT | 50.00 | 8,600.00 | 70.00 | 12,040.00 |
| 0019 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 180 | LNFT | 60.00 | 10,800.00 | 75.00 | 13,500.00 |
| 0020 | 702-08-00100 | Side Drain Safety End (Type I) | 3 | EACH | 2,500.00 | 7,500.00 | 2,000.00 | 6,000.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 237.5 | LNFT | 14.00 | 3,325.00 | 14.00 | 3,325.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 56.00 | 5,600.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,000.00 | 6,000.00 |
| 0024 | 705-01-00100 | Barbed Wire Fence | 211 | LNFT | 7.50 | 1,582.50 | 7.00 | 1,477.00 |
| 0025 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 547 | LNFT | 9.00 | 4,923.00 | 8.50 | 4,649.50 |
| 0026 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 800.00 | 1,600.00 | 750.00 | 1,500.00 |
| 0027 | 708-01-00100 | Right-of-Way Monument | 13 | EACH | 150.00 | 1,950.00 | 200.00 | 2,600.00 |
| 0028 | 708-02-00100 | Right-of-Way Monument Witness Post | 13 | EACH | 55.00 | 715.00 | 200.00 | 2,600.00 |
| 0029 | 712-04-00100 | Flexible Revetment | 550 | SQYD | 60.00 | 33,000.00 | 70.00 | 38,500.00 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 |
| 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.134 | MILE | 550.00 | 73.70 | 3,000.00 | 402.00 |
| 0032 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.066 | MILE | 750.00 | 799.50 | 700.00 | 746.20 |
| 0033 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 29 | EACH | 5.25 | 152.25 | 5.00 | 145.00 |
| 0034 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0035 | 725-01-00100 | Temporary Detour Roads | 4,109.7 | SQYD | 110.00 | 452,067.00 | 100.00 | 410,970.00 |
| 0036 | 726-01-00100 | Bedding Material | 200 | CUYD | 90.00 | 18,000.00 | 70.00 | 14,000.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 180,000.00 | 180,000.00 | 220,000.00 | 220,000.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 70.00 | 280.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 34 | EACH | 5.50 | 187.00 | 5.50 | 187.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.533 | MILE | 3,000.00 | 1,599.00 | 2,800.00 | 1,492.40 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.067 | MILE | 700.00 | 46.90 | 750.00 | 50.25 |
| 0042 | 735-01-00100 | Mailboxes | 4 | EACH | 1.10 | 4.40 | 1.00 | 4.00 |
| 0043 | 735-02-00100 | Mailbox Supports (Single) | 4 | EACH | 110.00 | 440.00 | 250.00 | 1,000.00 |
| 0044 | 739-01-00100 | Hydro-Seeding | 3.36 | ACRE | 1,000.00 | 3,360.00 | 1,000.00 | 3,360.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 |
| 0046 | 804-01-00300 | Precast Concrete Piles (16") | 2,675 | LNFT | 95.00 | 254,125.00 | 80.00 | 214,000.00 |
| 0047 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0048 | 804-09-00100 | Loading Test Piles | 1 | EACH | 1,100.00 | 1,100.00 | 25,000.00 | 25,000.00 |
| 0049 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 110.00 | 110.00 | 500.00 | 500.00 |
| 0050 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 110.00 | 110.00 | 500.00 | 500.00 |
| 0051 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,100.00 | 1,100.00 | 500.00 | 500.00 |
| 0052 | 804-17-00100 | Dynamic Monitoring | 3 | EACH | 550.00 | 1,650.00 | 1,200.00 | 3,600.00 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 42.8 | CUYD | 1,200.00 | 51,360.00 | 1,300.00 | 55,640.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 144.24 | CUYD | 800.00 | 115,392.00 | 650.00 | 93,756.00 |
| 0055 | 806-01-00100 | Deformed Reinforcing Steel | 33,707 | LB | 0.80 | 26,965.60 | 1.00 | 33,707.00 |
| 0056 | 810-01-00100 | Concrete Railing (Standard Barrier) | 80 | LNFT | 65.00 | 5,200.00 | 150.00 | 12,000.00 |
| 0057 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 80 | LNFT | 70.00 | 5,600.00 | 160.00 | 12,800.00 |
| 0058 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 200.00 | 72,888.00 | 250.00 | 91,110.00 |
| 0059 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,500.00 | 1,500.00 | 1,400.00 | 1,400.00 |
| 0060 | NS-800-00080 | Dynamic Analysis | 1 | EACH | 550.00 | 550.00 | 2,000.00 | 2,000.00 |
| CONTRACTOR TOTAL | 1,839,245.45 | 2,237,804.15 | ||||||