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| DBE GOAL FED | |||
| Lead Project: 713-33-0106 | |||
| Parish: MADISON | |||
| Routes: | |||
| Description: WALNUT AND CYPRESS BAYOU BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges and related work. | |||
| Estimated Construction Cost: $518,661.15 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $657,932.50 |
| 2 | 09476 | KEY CONSTRUCTORS, INC. | $728,562.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - KEY CONSTRUCTORS, 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 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.1+13.56;24.20' wide x 77.45'long timber bridge) |
1 | EACH | 15,000.00 | 15,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta.4+98.71;31.50' wide x 59.06'long timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | ||||
| 202-02-I | removal of 120" cmp | 1 | EACH | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | ||||
| 204-02 | temporary hay or straw bales | 69 | EACH | 10.00 | 690.00 | 10.00 | 690.00 | ||||
| 204-03 | temporary slope drains | 235 | LNFT | 8.00 | 1,880.00 | 6.00 | 1,410.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 125.00 | 1,000.00 | 250.00 | 2,000.00 | ||||
| 204-06 | temporary silt fencing | 1,101 | LNFT | 3.00 | 3,303.00 | 3.00 | 3,303.00 | ||||
| 302-01 | class ii base course | 89.1 | CUYD | 75.00 | 6,682.50 | 120.00 | 10,692.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 187.6 | CUYD | 80.00 | 15,008.00 | 60.00 | 11,256.00 | ||||
| 502-01 | superpave asphaltic concrete | 69.7 | TON | 200.00 | 13,940.00 | 200.00 | 13,940.00 | ||||
| 701-05-I | side drain pipe (24") | 32 | LNFT | 50.00 | 1,600.00 | 45.00 | 1,440.00 | ||||
| 701-05-N | side drain pipe (42") | 40 | LNFT | 75.00 | 3,000.00 | 100.00 | 4,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 150.0 | LNFT | 70.00 | 10,500.00 | 55.00 | 8,250.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 150.0 | LNFT | 50.00 | 7,500.00 | 40.00 | 6,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,200.00 | 4,400.00 | 1,750.00 | 3,500.00 | ||||
| 711-01-C | riprap (30 lb,14" thick ) | 578 | SQYD | 65.00 | 37,570.00 | 30.00 | 17,340.00 | ||||
| 711-04 | geotextile fabric | 578 | SQYD | 3.00 | 1,734.00 | 2.50 | 1,445.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 13,000.00 | 13,000.00 | 16,500.00 | 16,500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 75,000.00 | 75,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 14 | EACH | 85.00 | 1,190.00 | 70.00 | 980.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 2,517 | LNFT | 55.00 | 138,435.00 | 48.00 | 120,816.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 250.00 | 500.00 | 10,000.00 | 20,000.00 | ||||
| 805-10-A | bridge superstructure & substructure(28' roadway, 90 degree crossing, cast-in-place) |
6 | SPAN | 24,500.00 | 147,000.00 | 30,000.00 | 180,000.00 | ||||
| 805-10-B | bridge superstructure & substructure(28' roadway, 90 degree crossing) |
4 | SPAN | 21,000.00 | 84,000.00 | 23,000.00 | 92,000.00 | ||||
| S-101 | concrete approach slabs(28' roadway, 90 degree crossing,w/out asphalt) |
4 | EACH | 7,500.00 | 30,000.00 | 7,500.00 | 30,000.00 | ||||
| CONTRACTOR TOTAL | 657,932.50 | 728,562.00 | |||||||||