| |||
| Lead Project: 713-33-0108 | |||
| Parish: MADISON | |||
| Routes: | |||
| Description: WALNUT BAYOU BRIDGE AT STOCKMAN CROSSING | |||
| Type Const: grading, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $252,950.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $279,922.75 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $342,876.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - C W & W CONTRACTORS, INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 15+00 - 16.5ft. x 78ft. timber bridge) |
1 | EACH | 8,100.00 | 8,100.00 | 10,000.00 | 10,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 13,800.00 | 13,800.00 | 17,500.00 | 17,500.00 | ||||
| 204-02 | temporary hay or straw bales | 3 | EACH | 1.00 | 3.00 | 5.00 | 15.00 | ||||
| 204-03 | temporary slope drains | 160 | LNFT | 0.10 | 16.00 | 5.00 | 800.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 1.00 | 4.00 | 75.00 | 300.00 | ||||
| 204-06 | temporary silt fencing | 460 | LNFT | 0.10 | 46.00 | 1.00 | 460.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 18.2 | CUYD | 100.00 | 1,820.00 | 100.00 | 1,820.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 257 | LNFT | 7.50 | 1,927.50 | 15.00 | 3,855.00 | ||||
| 711-01-C | riprap (30 lb,14" thick) | 277 | SQYD | 60.00 | 16,620.00 | 70.00 | 19,390.00 | ||||
| 711-04 | geotextile fabric | 277 | SQYD | 3.00 | 831.00 | 3.00 | 831.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.07 | ACRE | 12,485.00 | 873.95 | 4,500.00 | 315.00 | ||||
| 717-01 | seeding | 3 | LB | 113.50 | 340.50 | 200.00 | 600.00 | ||||
| 718-01 | fertilizer | 70 | LB | 4.54 | 317.80 | 5.00 | 350.00 | ||||
| 727-01 | mobilization | lump | LUMP | 29,000.00 | 29,000.00 | 35,000.00 | 35,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 115.00 | 460.00 | 85.00 | 340.00 | ||||
| 740-01 | construction layout | lump | LUMP | 2,300.00 | 2,300.00 | 10,000.00 | 10,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 1,170 | LNFT | 53.60 | 62,712.00 | 65.00 | 76,050.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 250.00 | 250.00 | ||||
| 805-10-A | bridge superstructure & substructure(24ft. clr. roadway;90 degree crossing) |
5 | SPAN | 23,350.00 | 116,750.00 | 25,000.00 | 125,000.00 | ||||
| S-101 | concrete approach slabs(24ft. clear roadway; 90 crossing;tapered barrier rails) |
2 | EACH | 7,000.00 | 14,000.00 | 10,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 279,922.75 | 342,876.00 | |||||||||