| |||
| DBE GOAL FED | |||
| Lead Project: 835-05-0010 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 504 | |||
| Description: SIBLEY LAKE BRIDGE | |||
| Type Const:
grading, subgrade layer, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $765,274.68 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $828,495.68 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - GUINN BROTHERS, LLC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | ||||
| 202-02-A-01 | removal of bridge (station 10+381.8, 7.50 m x 38.80 m, timber trestle) |
1 | ea | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 1,130.4 | sq m | 5.20 | 5,878.08 | 6.00 | 6,782.40 | ||||
| 202-02-H | removal of guard rail | 120 | ln m | 6.00 | 720.00 | 20.00 | 2,400.00 | ||||
| 203-01 | general excavation | 354 | cu m | 15.00 | 5,310.00 | 15.00 | 5,310.00 | ||||
| 203-04 | embankment | 324 | cu m | 28.00 | 9,072.00 | 30.00 | 9,720.00 | ||||
| 204-06 | temporary silt fencing | 1,300 | ln m | 4.00 | 5,200.00 | 3.50 | 4,550.00 | ||||
| 302-02-B | class ii base course (220 mm thick) | 1,426.9 | sq m | 23.00 | 32,818.70 | 28.00 | 39,953.20 | ||||
| 305-01 | subgrade layer (300 mm thick) | 326 | sq m | 41.00 | 13,366.00 | 35.00 | 11,410.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 150.0 | cu m | 35.00 | 5,250.00 | 10.00 | 1,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 362.7 | Mg | 120.00 | 43,524.00 | 175.00 | 63,472.50 | ||||
| 704-03 | blocked out guard rail | 49.54 | ln m | 65.00 | 3,220.10 | 62.00 | 3,071.48 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 210.00 | 6,400.80 | 220.00 | 6,705.60 | ||||
| 704-11-B | guard rail end treatment (tangent) | 4 | ea | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | ||||
| 711-02-B | riprap (5 kg) | 359 | cu m | 95.00 | 34,105.00 | 55.00 | 19,745.00 | ||||
| 711-02-D | riprap (25 kg) | 258 | cu m | 145.00 | 37,410.00 | 60.00 | 15,480.00 | ||||
| 711-04 | geotextile fabric | 267 | sq m | 3.00 | 801.00 | 5.00 | 1,335.00 | ||||
| 712-03 | stone revetment | 310 | sq m | 55.00 | 17,050.00 | 60.00 | 18,600.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | ||||
| 727-01 | mobilization | lump | lump | 75,000.00 | 75,000.00 | 135,000.00 | 135,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 80.00 | 320.00 | 100.00 | 400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 20 | ea | 6.00 | 120.00 | 10.00 | 200.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 0.840 | km | 1,500.00 | 1,260.00 | 2,000.00 | 1,680.00 | ||||
| 739-01 | hydro-seeding | 1.0 | hctr | 2,800.00 | 2,800.00 | 4,000.00 | 4,000.00 | ||||
| 740-01 | construction layout | lump | lump | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 600.0 | ln m | 130.00 | 78,000.00 | 155.00 | 93,000.00 | ||||
| 804-12 | loading permanent piles | 1 | ea | 100.00 | 100.00 | 1.00 | 1.00 | ||||
| 805-01-F | class a concrete (bents) | 43.04 | cu m | 900.00 | 38,736.00 | 850.00 | 36,584.00 | ||||
| 805-03 | class aa concrete | 193.05 | cu m | 700.00 | 135,135.00 | 900.00 | 173,745.00 | ||||
| 806-01 | deformed reinforcing steel | 23,426 | kg | 2.50 | 58,565.00 | 1.75 | 40,995.50 | ||||
| 810-01 | concrete railing (barrier) | 108.00 | ln m | 185.00 | 19,980.00 | 180.00 | 19,440.00 | ||||
| 813-01 | concrete approach slabs | 223.20 | sq m | 175.00 | 39,060.00 | 225.00 | 50,220.00 | ||||
| S-001 | geotextile fabric (type s) | 1,039 | sq m | 7.00 | 7,273.00 | 5.00 | 5,195.00 | ||||
| CONTRACTOR TOTAL | 765,274.68 | 828,495.68 | |||||||||