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| DBE GOAL FED | |||
| Lead Project: 713-04-0001 | |||
| Parish: ASSUMPTION | |||
| Routes: | |||
| Description: LEE DRIVE BRIDGE OVER BAYOU PIERRE PART | |||
| Type Const:
grading, class ii base course, superpave asphaltic conc pavement, bridge superstructure and substructure and related work. | |||
| Estimated Construction Cost: $465,789.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $594,290.05 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $699,030.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BOH BROS. CONSTRUCTION CO., 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 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 16+04.42; 24.66' wide x 95.67'long timber bridge) |
1 | EACH | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | ||||
| 203-05-A | nonplastic embankment(stone)(adjusted vehicular measurement) |
68 | CUYD | 150.00 | 10,200.00 | 89.00 | 6,052.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 8,000.00 | 8,000.00 | 4,000.00 | 4,000.00 | ||||
| 204-02 | temporary hay or straw bales | 15 | EACH | 100.00 | 1,500.00 | 25.00 | 375.00 | ||||
| 302-01-A | class ii base course(stone or rpccp) | 112.9 | CUYD | 100.00 | 11,290.00 | 108.50 | 12,249.65 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 40.00 | 4,000.00 | 80.00 | 8,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 92.7 | TON | 150.00 | 13,905.00 | 176.00 | 16,315.20 | ||||
| 711-01-E | riprap (130 lb,24" thick) | 647 | SQYD | 95.00 | 61,465.00 | 71.60 | 46,325.20 | ||||
| 711-04 | geotextile fabric | 647 | SQYD | 3.00 | 1,941.00 | 2.60 | 1,682.20 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | ||||
| 740-01 | construction layout | lump | LUMP | 14,000.00 | 14,000.00 | 30,000.00 | 30,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | ||||
| 803-03 | steel sheet pile wall | 1,764 | SQFT | 30.00 | 52,920.00 | 28.35 | 50,009.40 | ||||
| 804-01-D | precast concrete piles (18") | 1,764 | LNFT | 68.00 | 119,952.00 | 98.35 | 173,489.40 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 100.00 | 100.00 | 6,000.00 | 6,000.00 | ||||
| 805-10-A | bridge superstructure & substructure(28'clear roadway,90 degree crossing) (cast-in-place) |
5 | SPAN | 31,000.00 | 155,000.00 | 37,000.00 | 185,000.00 | ||||
| 813-01-A | concrete approach slabs(28'clear roadway,tapered concrete barrier rails) (w/asphalt) |
73.93 | SQYD | 185.00 | 13,677.05 | 250.00 | 18,482.50 | ||||
| S-001 | vibration monitoring | lump | LUMP | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | ||||
| S-101 | retroreflective sheet panels | lump | LUMP | 1,000.00 | 1,000.00 | 650.00 | 650.00 | ||||
| CONTRACTOR TOTAL | 594,290.05 | 699,030.55 | |||||||||