| |||
| DBE GOAL FED | |||
| Lead Project: 713-22-0112 | |||
| Parish: GRANT | |||
| Routes: 9 td> | |||
| Description: FARENZIE ROAD BRIDGE OVER SUGARHOUSE BAYOU | |||
| Type Const:
class ii base course, drainage structures, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $574,789.00 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $686,954.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - C W & W 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 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.105+00; 18.8' wide x 206' long timber bridge with wing walls) |
1 | EACH | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 18,000.00 | 18,000.00 | 50,000.00 | 50,000.00 | ||||
| 204-02 | temporary hay or straw bales | 20 | EACH | 1.00 | 20.00 | 10.00 | 200.00 | ||||
| 204-03 | temporary slope drains | 70 | LNFT | 1.00 | 70.00 | 6.00 | 420.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 1.00 | 4.00 | 125.00 | 500.00 | ||||
| 204-06 | temporary silt fencing | 150 | LNFT | 1.00 | 150.00 | 3.00 | 450.00 | ||||
| 302-01-A | class ii base course( stone or asphaltic concrete) | 101.2 | CUYD | 90.00 | 9,108.00 | 90.00 | 9,108.00 | ||||
| 502-01 | superpave asphaltic concrete | 99.4 | TON | 200.00 | 19,880.00 | 175.00 | 17,395.00 | ||||
| 701-05-G | side drain pipe (18") | 66 | LNFT | 50.00 | 3,300.00 | 50.00 | 3,300.00 | ||||
| 701-05-G-01 | side drain pipe (18")(erosion) | 136 | LNFT | 50.00 | 6,800.00 | 50.00 | 6,800.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | ||||
| 711-01-D | riprap (55 lb,18"thick) | 632 | SQYD | 55.00 | 34,760.00 | 60.00 | 37,920.00 | ||||
| 711-04 | geotextile fabric | 632 | SQYD | 5.00 | 3,160.00 | 3.00 | 1,896.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 165 | SQYD | 10.00 | 1,650.00 | 3.00 | 495.00 | ||||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | ||||
| 735-01 | mailboxes | 1 | EACH | 100.00 | 100.00 | 50.00 | 50.00 | ||||
| 735-02 | mailbox supports (single) | 1 | EACH | 100.00 | 100.00 | 200.00 | 200.00 | ||||
| 740-01 | construction layout | lump | LUMP | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | ||||
| 804-01-D | precast concrete piles (18") | 2,052 | LNFT | 68.00 | 139,536.00 | 75.00 | 153,900.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 500.00 | 500.00 | ||||
| 805-10-A | bridge superstructure & substructure(24' clear roadway; 90 degree crossing) (c.i.p. bents) |
11 | SPAN | 19,750.00 | 217,250.00 | 22,000.00 | 242,000.00 | ||||
| S-001 | vibration monitoring | lump | lump | 10,500.00 | 10,500.00 | 10,000.00 | 10,000.00 | ||||
| S-101 | concrete approach slabs(24'clear roadway;90 degree crossing;asphaltic conc. wearing course and tapered barrier rails) |
2 | EACH | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | ||||
| tapered barrier rails) | |||||||||||
| CONTRACTOR TOTAL | 574,789.00 | 686,954.00 | |||||||||