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| DBE GOAL FED | |||
| Lead Project: 713-40-0122 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: PAUL ROAD BRIDGE OVER SALINE BAYOU | |||
| Type Const: grading, aggregate roadway surfacing, pcc spans bridge and related work. | |||
| Estimated Construction Cost: $452,143.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $418,093.00 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $485,932.00 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $496,219.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - GUINN BROTHERS, 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 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 15+00; 21.5'w x 94.5' l timber bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | ||
| 204-02 | temporary hay or straw bales | 5 | EACH | 1.00 | 5.00 | 5.00 | 25.00 | 1.00 | 5.00 | ||
| 204-03 | temporary slope drains | 160 | LNFT | 1.00 | 160.00 | 10.00 | 1,600.00 | 1.00 | 160.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 1.00 | 4.00 | 75.00 | 300.00 | 1.00 | 4.00 | ||
| 204-06 | temporary silt fencing | 1,335 | LNFT | 1.00 | 1,335.00 | 1.00 | 1,335.00 | 0.00 | 0.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 191.8 | CUYD | 65.00 | 12,467.00 | 100.00 | 19,180.00 | 110.00 | 21,098.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 60.00 | 4,500.00 | 73.00 | 5,475.00 | 75.00 | 5,625.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 35.00 | 2,625.00 | 39.00 | 2,925.00 | 35.00 | 2,625.00 | ||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,600.00 | 2,600.00 | 3,300.00 | 3,300.00 | 3,200.00 | 3,200.00 | ||
| 705-01 | barbed wire fence | 150 | LNFT | 7.50 | 1,125.00 | 15.00 | 2,250.00 | 15.00 | 2,250.00 | ||
| 711-01-D | riprap (55 lb,18" thick) | 340 | SQYD | 71.00 | 24,140.00 | 95.00 | 32,300.00 | 85.00 | 28,900.00 | ||
| 711-04 | geotextile fabric | 340 | SQYD | 4.00 | 1,360.00 | 3.00 | 1,020.00 | 5.00 | 1,700.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 11,000.00 | 11,000.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | ||
| 716-01-A | mulch (vegetative) | 0.3 | TON | 2,250.00 | 675.00 | 5,000.00 | 1,500.00 | 8,500.00 | 2,550.00 | ||
| 717-01 | seeding | 6 | LB | 30.00 | 180.00 | 100.00 | 600.00 | 100.00 | 600.00 | ||
| 718-01 | fertilizer | 130 | LB | 2.00 | 260.00 | 5.00 | 650.00 | 4.00 | 520.00 | ||
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 52,500.00 | 52,500.00 | ||
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 80.00 | 560.00 | 100.00 | 700.00 | 95.00 | 665.00 | ||
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||
| 804-01-B | precast concrete piles (14") | 1,368 | LNFT | 22.00 | 30,096.00 | 104.00 | 142,272.00 | 62.00 | 84,816.00 | ||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 500.00 | 500.00 | 1.00 | 1.00 | ||
| 805-10-A | bridge superstructure & substructure(24' clear roadway; 90 degree crossing) |
7 | SPAN | 25,000.00 | 175,000.00 | 22,500.00 | 157,500.00 | 28,000.00 | 196,000.00 | ||
| CONTRACTOR TOTAL | 418,093.00 | 485,932.00 | 496,219.00 | ||||||||