| |||
| DBE GOAL FED | |||
| Lead Project: 713-14-0105 | |||
| Parish: CLAIBORNE | |||
| Routes: | |||
| Description: WATTS ROAD OVER SUGAR CREEK | |||
| Type Const:
clearing and grubbing, grading, drainage structures, superpave asphaltic concrete pavement, concrete slab spans bridge, and related work. | |||
| Estimated Construction Cost: $200,946.45 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $195,484.89 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $235,745.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 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 and grubbing | lump | lump | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 1+155.600; 5.12 m wide x 6.12 m long timber bridge) |
1 | ea | 1,200.00 | 1,200.00 | 5,000.00 | 5,000.00 | ||||
| 203-06 | excavation & embankment | lump | lump | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 | ||||
| 204-02 | temporary hay or straw bales | 20 | ea | 8.00 | 160.00 | 10.00 | 200.00 | ||||
| 204-03 | temporary slope drains | 20 | ln m | 5.00 | 100.00 | 20.00 | 400.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 85.00 | 340.00 | 125.00 | 500.00 | ||||
| 204-06 | temporary silt fencing | 60 | ln m | 5.00 | 300.00 | 5.00 | 300.00 | ||||
| 302-01 | class ii base course | 115.8 | cu m | 95.00 | 11,001.00 | 100.00 | 11,580.00 | ||||
| 502-01 | superpave asphaltic concrete | 106.8 | Mg | 185.00 | 19,758.00 | 145.00 | 15,486.00 | ||||
| 701-05-I-01 | side drain pipe (600 mm) (erosion) | 40.0 | ln m | 188.00 | 7,520.00 | 150.00 | 6,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 204.30 | 6,227.06 | 225.00 | 6,858.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 89.75 | 2,735.58 | 100.00 | 3,048.00 | ||||
| 705-01 | barbed wire fence | 75 | ln m | 26.25 | 1,968.75 | 45.00 | 3,375.00 | ||||
| 707-04 | asphaltic curb | 12.0 | ln m | 56.75 | 681.00 | 100.00 | 1,200.00 | ||||
| 712-04 | flexible revetment | 164 | sq m | 65.00 | 10,660.00 | 90.00 | 14,760.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | ||||
| 716-01-A | mulch (vegetative) | 0.4 | hctr | 1,000.00 | 400.00 | 1,500.00 | 600.00 | ||||
| 717-01 | seeding | 14 | kg | 18.00 | 252.00 | 25.00 | 350.00 | ||||
| 718-01 | fertilizer | 454 | kg | 2.00 | 908.00 | 2.00 | 908.00 | ||||
| 727-01 | mobilization | lump | lump | 22,312.50 | 22,312.50 | 20,000.00 | 20,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 85.25 | 682.00 | 95.00 | 760.00 | ||||
| 740-01 | construction layout | lump | lump | 2,270.00 | 2,270.00 | 5,000.00 | 5,000.00 | ||||
| 804-01-B | precast concrete piles (350 mm) | 144.0 | ln m | 194.50 | 28,008.00 | 305.00 | 43,920.00 | ||||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 500.00 | 500.00 | ||||
| 805-10-A | bridge superstructure & substructure (90 degree crossing; 7.3 m roadway, curved) (cast-in-place only) |
3 | span | 20,000.00 | 60,000.00 | 22,000.00 | 66,000.00 | ||||
| only) | |||||||||||
| CONTRACTOR TOTAL | 195,484.89 | 235,745.00 | |||||||||