| |||
| DBE GOAL FED | |||
| Lead Project: 713-15-0102 | |||
| Parish: CONCORDIA | |||
| Routes: | |||
| Description: PASSMAN ROAD BRIDGE OVER UNNAMED CREEK | |||
| Type Const:
grading, drainage structures, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $365,993.50 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $394,694.50 |
| 3 | 12136 | SHILOH CONTRACTORS, INC. | $473,405.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - SHILOH CONTRACTORS, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 28,000.00 | 28,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 10+00; 18.00 ft wide x 46.00 ft.long)(timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | ||
| 204-02 | temporary hay or straw bales | 14 | EACH | FREE | FREE | 10.00 | 140.00 | 1.00 | 14.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | FREE | FREE | 100.00 | 400.00 | 1.00 | 4.00 | ||
| 204-06 | temporary silt fencing | 847 | LNFT | FREE | FREE | 3.00 | 2,541.00 | 3.50 | 2,964.50 | ||
| 502-01 | superpave asphaltic concrete | 572.1 | TON | 135.00 | 77,233.50 | 225.00 | 128,722.50 | 185.00 | 105,838.50 | ||
| 701-05-G-01 | side drain pipe (18")(erosion) | 125 | LNFT | 40.00 | 5,000.00 | 70.00 | 8,750.00 | 36.00 | 4,500.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 62.00 | 6,200.00 | 55.00 | 5,500.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 35.00 | 3,500.00 | 32.00 | 3,200.00 | 35.00 | 3,500.00 | ||
| 711-01-C | riprap (30 lb,14" thick) | 288 | SQYD | 62.00 | 17,856.00 | 50.00 | 14,400.00 | 55.00 | 15,840.00 | ||
| 711-04 | geotextile fabric | 288 | SQYD | 3.00 | 864.00 | 5.00 | 1,440.00 | 3.00 | 864.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 28,500.00 | 28,500.00 | 25,000.00 | 25,000.00 | 85,000.00 | 85,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | 75.00 | 600.00 | 70.00 | 560.00 | ||
| 740-01 | construction layout | lump | LUMP | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | ||
| 804-01-B | precast concrete piles (14") | 1,420 | LNFT | 44.00 | 62,480.00 | 40.00 | 56,800.00 | 46.00 | 65,320.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | 1.00 | 1.00 | FREE | FREE | ||
| 805-10-A | bridge superstructure & substructure(28 ft. clear roadway,60 degree crossing) |
4 | SPAN | 22,000.00 | 88,000.00 | 21,500.00 | 86,000.00 | 22,000.00 | 88,000.00 | ||
| S-101 | concrete approach slab(28 ft.clear roadway,60 degree crossing)(w/out asphalt) |
2 | EACH | 7,500.00 | 15,000.00 | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 | ||
| CONTRACTOR TOTAL | 365,993.50 | 394,694.50 | 473,405.00 | ||||||||