| |||
| DBE GOAL FED | |||
| Lead Project: 713-12-0002 | |||
| Parish: CAMERON | |||
| Routes: 9 td> | |||
| Description: CREOLE CANAL BRIDGE | |||
| Type Const:
pavement widening, superpave asphaltic concrete overlay, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $443,607.50 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $494,995.50 |
| 3 | 00060 | F. MILLER & SONS, LLC | $509,472.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - F. MILLER & SONS, LLC |
|
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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 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 9,500.00 | 9,500.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,300.00 | 5,300.00 | ||
| 202-02-A-01 | removal of bridge(stat.505+88,25.67' wide x 133'long concrete slab span bridge w/timber piles) |
1 | EACH | 14,000.00 | 14,000.00 | 8,000.00 | 8,000.00 | 14,400.00 | 14,400.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 5,800.00 | 5,800.00 | ||
| 204-02 | temporary hay or straw bales | 30 | EACH | FREE | FREE | 1.00 | 30.00 | 10.00 | 300.00 | ||
| 204-03 | temporary slope drains | 200 | LNFT | FREE | FREE | 1.00 | 200.00 | 9.00 | 1,800.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | FREE | FREE | 1.00 | 4.00 | 130.00 | 520.00 | ||
| 204-06 | temporary silt fencing | 400 | LNFT | FREE | FREE | 2.00 | 800.00 | 2.00 | 800.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
21 | CUYD | 100.00 | 2,100.00 | 100.00 | 2,100.00 | 120.00 | 2,520.00 | ||
| 502-01 | superpave asphaltic concrete | 87.7 | TON | 200.00 | 17,540.00 | 300.00 | 26,310.00 | 170.00 | 14,909.00 | ||
| 704-03 | blocked out guard rail | 12.5 | LNFT | 35.00 | 437.50 | 25.00 | 312.50 | 25.00 | 312.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 68.00 | 1,700.00 | 65.00 | 1,625.00 | 56.00 | 1,400.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,300.00 | 9,200.00 | ||
| 711-01-D | riprap (55 lb,18" thick) | 311 | SQYD | 65.00 | 20,215.00 | 95.00 | 29,545.00 | 100.00 | 31,100.00 | ||
| 711-04 | geotextile fabric | 311 | SQYD | 5.00 | 1,555.00 | 3.00 | 933.00 | 3.00 | 933.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 31,200.00 | 31,200.00 | ||
| 724-02 | pavement widening | 48.2 | SQYD | 195.00 | 9,399.00 | 175.00 | 8,435.00 | 210.00 | 10,122.00 | ||
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | 32,000.00 | 32,000.00 | 50,000.00 | 50,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 | 66.00 | 264.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | 21,200.00 | 21,200.00 | ||
| 804-01-C-01 | precast concrete piles (16")(hpc) | 2,040 | LNFT | 58.00 | 118,320.00 | 60.00 | 122,400.00 | 44.80 | 91,392.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 | ||
| 805-10-A | bridge superstructure & substructure (28'-90 degree crossing, precast special bents)(hpc) |
7 | SPAN | 23,000.00 | 161,000.00 | 26,000.00 | 182,000.00 | 26,000.00 | 182,000.00 | ||
| S-101 | concrete approach slabs (without asphalt)(28'- 90 degree crossing)(hpc) |
2 | EACH | 10,000.00 | 20,000.00 | 12,500.00 | 25,000.00 | 12,200.00 | 24,400.00 | ||
| CONTRACTOR TOTAL | 443,607.50 | 494,995.50 | 509,472.50 | ||||||||