| |||
| DBE GOAL FED | |||
| Lead Project: 713-62-0004 | |||
| Parish: W CARROLL | |||
| Routes: | |||
| Description: ALLEN ROAD BRIDGE OVER TIGER BAYOU | |||
| Type Const:
grading, class ii base course, superpaveasphaltic concrete overlay, concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $409,523.50 |
| 2 | 23112 | BEN ALLEN, INC. | $465,152.00 |
| 3 | 12136 | SHILOH CONTRACTORS, INC. | $494,375.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - BEN ALLEN, INC. |
- 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 | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 15+77.00; 24.87'wide x 152.80'long, 9 span timber bridge with asphalt overlay) |
1 | EACH | 13,700.00 | 13,700.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | ||
| 204-02 | temporary hay or straw bales | 12 | EACH | 7.00 | 84.00 | FREE | FREE | 1.00 | 12.00 | ||
| 204-03 | temporary slope drains | 200 | LNFT | 1.00 | 200.00 | FREE | FREE | 1.00 | 200.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 3 | EACH | 85.00 | 255.00 | FREE | FREE | 1.00 | 3.00 | ||
| 204-06 | temporary silt fencing | 1,000 | LNFT | 1.70 | 1,700.00 | FREE | FREE | 3.50 | 3,500.00 | ||
| 302-01 | class ii base course | 218.9 | CUYD | 65.00 | 14,228.50 | 100.00 | 21,890.00 | 85.00 | 18,606.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
35 | CUYD | 65.00 | 2,275.00 | 100.00 | 3,500.00 | 90.00 | 3,150.00 | ||
| 502-01 | superpave asphaltic concrete | 176.5 | TON | 140.00 | 24,710.00 | 140.00 | 24,710.00 | 200.00 | 35,300.00 | ||
| 701-05-M-01 | side drain pipe (36")(erosion) | 200 | LNFT | 65.60 | 13,120.00 | 70.00 | 14,000.00 | 56.00 | 11,200.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 62.50 | 6,250.00 | 55.00 | 5,500.00 | 60.00 | 6,000.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 40.00 | 4,000.00 | 35.00 | 3,500.00 | 27.00 | 2,700.00 | ||
| 711-01-C | riprap (30 lb,14" thick) | 560 | SQYD | 45.00 | 25,200.00 | 62.00 | 34,720.00 | 60.00 | 33,600.00 | ||
| 711-04 | geotextile fabric | 560 | SQYD | 3.00 | 1,680.00 | 3.00 | 1,680.00 | 3.50 | 1,960.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 24,000.00 | 24,000.00 | 27,000.00 | 27,000.00 | 65,000.00 | 65,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 70.00 | 560.00 | 90.00 | 720.00 | ||
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | ||
| 804-01-B | precast concrete piles (14") | 1,944 | LNFT | 45.00 | 87,480.00 | 43.00 | 83,592.00 | 46.00 | 89,424.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | FREE | FREE | FREE | FREE | ||
| 805-10-A | bridge superstructure & substructure(24 ft. clear roadway,60 degree crossing) |
8 | SPAN | 17,000.00 | 136,000.00 | 20,000.00 | 160,000.00 | 21,000.00 | 168,000.00 | ||
| S-101 | concrete approach slab(24 ft. clear roadway,60 degree crossing)(w/out asphalt) |
2 | EACH | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 | 7,500.00 | 15,000.00 | ||
| CONTRACTOR TOTAL | 409,523.50 | 465,152.00 | 494,375.50 | ||||||||