| |||
| DBE GOAL FED | |||
| Lead Project: 713-07-0101 | |||
| Parish: BIENVILLE | |||
| Routes: | |||
| Description: DANVILLE ROAD BRIDGE | |||
| Type Const:
clearing and grubbing, grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, cast- in-place concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $247,995.39 |
| 2 | 23112 | BEN ALLEN, INC. | $258,488.68 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $345,721.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - BEN ALLEN, INC. |
- 3 - GUINN BROTHERS, LLC. |
|
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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 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | ||
| 202-02-A-01 | removal of bridges (5.6 m wide x 16.2 m long; 3-span timber bridge) |
1 | ea | 4,100.00 | 4,100.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | ||
| 203-06 | excavation & embankment | lump | lump | 16,000.00 | 16,000.00 | 14,000.00 | 14,000.00 | 12,500.00 | 12,500.00 | ||
| 204-02 | temporary hay or straw bales | 20 | ea | 8.00 | 160.00 | FREE | FREE | 10.00 | 200.00 | ||
| 204-03 | temporary slope drains | 35 | ln m | 1.00 | 35.00 | FREE | FREE | 10.00 | 350.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 85.25 | 682.00 | FREE | FREE | 100.00 | 800.00 | ||
| 204-06 | temporary silt fencing | 167 | ln m | 5.75 | 960.25 | FREE | FREE | 3.00 | 501.00 | ||
| 302-01 | class ii base course | 92.4 | cu m | 110.00 | 10,164.00 | 100.00 | 9,240.00 | 85.00 | 7,854.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | cu m | 100.00 | 200.00 | 100.00 | 200.00 | 100.00 | 200.00 | ||
| 502-01 | superpave asphaltic concrete | 85.1 | Mg | 153.00 | 13,020.30 | 135.00 | 11,488.50 | 250.00 | 21,275.00 | ||
| 701-01-M | cross drain pipe (900 mm rcp/pcp) | 37.0 | ln m | 263.00 | 9,731.00 | 297.00 | 10,989.00 | 650.00 | 24,050.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 176.00 | 5,364.48 | 170.50 | 5,196.84 | 200.00 | 6,096.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 153.25 | 4,671.06 | 148.50 | 4,526.28 | 100.00 | 3,048.00 | ||
| 712-02 | sacked concrete revetment | 363 | sq m | 55.00 | 19,965.00 | 71.62 | 25,998.06 | 85.00 | 30,855.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 5,500.00 | 5,500.00 | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 | ||
| 726-01 | bedding material | 41.9 | cu m | 85.00 | 3,561.50 | 100.00 | 4,190.00 | 85.00 | 3,561.50 | ||
| 727-01 | mobilization | lump | lump | 12,000.00 | 12,000.00 | 21,000.00 | 21,000.00 | 45,000.00 | 45,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 62.50 | 250.00 | 55.00 | 220.00 | 95.00 | 380.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 73.80 | 590.40 | 65.00 | 520.00 | 95.00 | 760.00 | ||
| 740-01 | construction layout | lump | lump | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 234.0 | ln m | 124.10 | 29,039.40 | 130.00 | 30,420.00 | 185.00 | 43,290.00 | ||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | FREE | FREE | 1.00 | 1.00 | ||
| 805-10-A | bridge superstructure & substructure(7.3 m clr. rdwy, 90 degree crossing, curved) (c.i.p.) |
5 | span | 18,500.00 | 92,500.00 | 19,000.00 | 95,000.00 | 19,500.00 | 97,500.00 | ||
| S-101 | concrete approach slabs (7.3 m clr. roadway, 90 degree crossing) (curved) (c.i.p) |
1 | ea | 5,500.00 | 5,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | ||
| S-102 | concrete approach slabs (7.3 m clr. roadway, 90 degree crossing) (c.i.p.) |
1 | ea | 5,500.00 | 5,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | ||
| CONTRACTOR TOTAL | 247,995.39 | 258,488.68 | 345,721.50 | ||||||||