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| DBE GOAL FED | |||
| Lead Project: 713-21-0116 | |||
| Parish: FRANKLIN | |||
| Routes: | |||
| Description: CAMPBELL LANE, RILEY ROAD, & HUMPHRIES ROAD BRIDGES | |||
| Type Const: grading, drainage structures, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $437,680.45 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, 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 | 4,600.00 | 4,600.00 | ||||||
| 202-02-A-01 | removal of bridge(sta.15+00.00; 25.10'wide x 37.30'long timber structure) |
1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 202-02-A-02 | removal of bridge(sta. 15+00.00; 25.20'wide x 37.38'long timber structure) |
1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 202-02-A-03 | removal of bridge(sta.15+00.00;16.30' wide x 44.00'long timber structure) |
1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 46,000.00 | 46,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 26 | EACH | 1.00 | 26.00 | ||||||
| 204-03 | temporary slope drains | 100 | LNFT | 1.00 | 100.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 1.00 | 12.00 | ||||||
| 204-06 | temporary silt fencing | 1,451 | LNFT | 1.70 | 2,466.70 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 332.7 | CUYD | 65.00 | 21,625.50 | ||||||
| 507-01-B | asphaltic surface treatment (2 applications) | 308 | SQYD | 18.50 | 5,698.00 | ||||||
| 701-05-G-01 | side drain pipe (18")(erosion) | 96 | LNFT | 40.00 | 3,840.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 51.25 | 5,125.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 40.00 | 4,000.00 | ||||||
| 711-01-C | riprap (30 lb, 14" thick ) | 220 | SQYD | 45.00 | 9,900.00 | ||||||
| 711-04 | geotextile fabric | 220 | SQYD | 3.00 | 660.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,000.00 | 7,000.00 | ||||||
| 726-01 | bedding material | 245.6 | CUYD | 65.00 | 15,964.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 34,392.00 | 34,392.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 68.25 | 546.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 79.50 | 636.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 11,000.00 | 11,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 2,500.00 | 2,500.00 | ||||||
| 804-01-B | precast concrete piles (14") | 696 | LNFT | 41.00 | 28,536.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 60.63 | CUYD | 800.00 | 48,504.00 | ||||||
| 805-10-A | bridge superstructure & substructure (28'wide roadway; 90 degree crossing) |
3 | SPAN | 17,000.00 | 51,000.00 | ||||||
| 805-12-L | reinforced concrete box culverts (8'x 5') | 114.0 | LNFT | 470.00 | 53,580.00 | ||||||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 132.0 | LNFT | 436.00 | 57,552.00 | ||||||
| 806-01 | deformed reinforcing steel | 4,893 | LB | 1.25 | 6,116.25 | ||||||
| S-101 | concrete approach slabs(28' clear roadway; 90 degree crossing) |
2 | each | 5,000.00 | 10,000.00 | ||||||
| CONTRACTOR TOTAL | 437,680.45 | ||||||||||