| |||
| Lead Project: 415-03-0022 | |||
| Parish: TANGIPAHOA | |||
| Routes: LA 40 | |||
| Description: LA 40 DRAINAGE IMPROVEMENTS | |||
| Type Const: grading, drainage structure, superpave acp, pvmt patching, and related work. | |||
| Estimated Construction Cost: $85,710.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 16724 | STRANCO, INC. | $133,530.00 |
| 2 | 35629 | MACK'S TRUCKING OF INDEPENDENCE LLC | $150,711.45 |
| 3 | 38610 | THE THREE C'S PROPERTIES INC | $185,445.00 |
| 4 | 45211 | CERES CARIBE INC. | $192,519.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - STRANCO, INC. |
- 2 - MACK'S TRUCKING OF INDEPENDENCE LLC |
- 3 - THE THREE C'S PROPERTIES INC |
- 4 - CERES CARIBE INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 78 | CUYD | 20.00 | 1,560.00 | 10.00 | 780.00 | 49.00 | 3,822.00 | 22.00 | 1,716.00 |
| 204-02 | temporary hay or straw bales | 60 | EACH | 10.00 | 600.00 | 6.00 | 360.00 | 13.39 | 803.40 | 13.00 | 780.00 |
| 204-06 | temporary silt fencing | 600 | LNFT | 1.60 | 960.00 | 1.50 | 900.00 | 1.20 | 720.00 | 5.00 | 3,000.00 |
| 502-01 | superpave asphaltic concrete | 26.5 | TON | 120.00 | 3,180.00 | 409.25 | 10,845.13 | 222.97 | 5,908.71 | 480.00 | 12,720.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 80 | LNFT | 165.00 | 13,200.00 | 179.22 | 14,337.60 | 254.43 | 20,354.40 | 220.00 | 17,600.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 120 | LNFT | 205.00 | 24,600.00 | 181.08 | 21,729.60 | 275.17 | 33,020.40 | 275.00 | 33,000.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 132 | LNFT | 255.00 | 33,660.00 | 285.16 | 37,641.12 | 297.95 | 39,329.40 | 315.00 | 41,580.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 4,969.25 | 4,969.25 | 2,900.00 | 2,900.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 251 | SQYD | 100.00 | 25,100.00 | 132.00 | 33,132.00 | 86.60 | 21,736.60 | 150.00 | 37,650.00 |
| 726-01 | bedding material | 78.4 | CUYD | 50.00 | 3,920.00 | 40.00 | 3,136.00 | 95.77 | 7,508.37 | 65.00 | 5,096.00 |
| 727-01 | mobilization | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 14,859.10 | 14,859.10 | 15,000.00 | 15,000.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 100.00 | 600.00 | 100.00 | 600.00 | 368.23 | 2,209.38 | 100.00 | 600.00 |
| 739-01 | hydro-seeding | 0.05 | ACRE | 25,000.00 | 1,250.00 | 25,000.00 | 1,250.00 | 1,997.25 | 99.86 | 1,550.00 | 77.50 |
| 740-01 | construction layout | lump | LUMP | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 | 5,857.00 | 5,857.00 | 3,600.00 | 3,600.00 |
| 744-01 | traffic control management | lump | LUMP | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 11,257.13 | 11,257.13 | 12,400.00 | 12,400.00 |
| S-001 | cleaning existing ditches | 600 | LNFT | 4.00 | 2,400.00 | 5.00 | 3,000.00 | 21.65 | 12,990.00 | 8.00 | 4,800.00 |
| CONTRACTOR TOTAL | 133,530.00 | 150,711.45 | 185,445.00 | 192,519.50 | |||||||