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| DBE GOAL FED | |||
| Lead Project: 713-58-0017 | |||
| Parish: LAFOURCHE | |||
| Routes: | |||
| Description: CLOVELLY NO. 2 BRIDGE | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $568,896.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 45210 | CERES ENVIRONMENTAL SERVICES,INC. | $832,880.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - CERES ENVIRONMENTAL SERVICES,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 | 61,000.00 | 61,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 105+00 to 105+56.39; 56.39' x 15' timber structure) |
1 | EACH | 13,000.00 | 13,000.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 17,000.00 | 17,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 26.00 | 260.00 | ||||||
| 204-03 | temporary slope drains | 100 | LNFT | 60.00 | 6,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 365.00 | 1,460.00 | ||||||
| 204-06 | temporary silt fencing | 140 | LNFT | 4.00 | 560.00 | ||||||
| 302-01 | class ii base course | 355.4 | CUYD | 90.00 | 31,986.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
31 | CUYD | 90.00 | 2,790.00 | ||||||
| 502-01 | superpave asphaltic concrete | 282.2 | TON | 160.00 | 45,152.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.20 | ACRE | 5,800.00 | 1,160.00 | ||||||
| 717-01 | seeding | 7 | LB | 62.00 | 434.00 | ||||||
| 718-01 | fertilizer | 241 | LB | 7.05 | 1,699.05 | ||||||
| 727-01 | mobilization | lump | LUMP | 115,000.00 | 115,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | ||||||
| 729-19-B | dead end road installations(type b) | 1 | EACH | 95.00 | 95.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 39,000.00 | 39,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 9,000.00 | 9,000.00 | ||||||
| 803-03 | steel sheet pile wall | 3,572 | SQFT | 52.00 | 185,744.00 | ||||||
| 804-01-B | precast concrete piles (14") | 1,710 | LNFT | 70.00 | 119,700.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 12,500.00 | 12,500.00 | ||||||
| 805-10-A | bridge superstructure & substructure (24' clr. rdwy.@ 90 degree crossing) |
4 | SPAN | 32,000.00 | 128,000.00 | ||||||
| S-101 | concrete approach slabs (24' clr. rdwy.)(w/tapered concrete barrier rails) |
2 | EACH | 14,500.00 | 29,000.00 | ||||||
| CONTRACTOR TOTAL | 832,880.05 | ||||||||||