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| DBE GOAL FED | |||
| Lead Project: 713-30-0120 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: VESTA LANE BRIDGE OVER SALEM CREEK & CARPENENTER ST. BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $515,236.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $693,597.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $706,312.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, 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 & grubbing | lump | LUMP | 60,000.00 | 60,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 100+00; 23.8' wide x 73.4' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridge(sta. 100+00,23.4' wide x 39.9' long timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 80,000.00 | 80,000.00 | 35,000.00 | 35,000.00 | ||||
| 204-02 | temporary hay or straw bales | 40 | EACH | FREE | FREE | 10.00 | 400.00 | ||||
| 204-03 | temporary slope drains | 200 | LNFT | FREE | FREE | 8.00 | 1,600.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | FREE | FREE | 125.00 | 1,000.00 | ||||
| 204-06 | temporary silt fencing | 520 | LNFT | FREE | FREE | 3.00 | 1,560.00 | ||||
| 302-01 | class ii base course | 74.7 | CUYD | 95.00 | 7,096.50 | 75.00 | 5,602.50 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
11 | CUYD | 95.00 | 1,045.00 | 200.00 | 2,200.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 153.4 | CUYD | 95.00 | 14,573.00 | 80.00 | 12,272.00 | ||||
| 502-01 | superpave asphaltic concrete | 71.3 | TON | 165.00 | 11,764.50 | 200.00 | 14,260.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 100 | LNFT | 65.00 | 6,500.00 | 50.00 | 5,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 70.00 | 7,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 35.00 | 3,500.00 | 35.00 | 3,500.00 | ||||
| 712-04 | flexible revetment | 632 | SQYD | 65.00 | 41,080.00 | 65.00 | 41,080.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | ||||
| 726-01 | bedding material | 139.7 | CUYD | 95.00 | 13,271.50 | 100.00 | 13,970.00 | ||||
| 727-01 | mobilization | lump | LUMP | 59,000.00 | 59,000.00 | 80,000.00 | 80,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 55.00 | 220.00 | 70.00 | 280.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 70.00 | 560.00 | 85.00 | 680.00 | ||||
| 740-01 | construction layout | lump | LUMP | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 882 | LNFT | 48.00 | 42,336.00 | 85.00 | 74,970.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | 250.00 | 250.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 44.36 | CUYD | 1,200.00 | 53,232.00 | 1,000.00 | 44,360.00 | ||||
| 805-10-A | bridge superstructure & substructure(24' clear roadway; 90 degree crossing) |
5 | SPAN | 20,000.00 | 100,000.00 | 23,000.00 | 115,000.00 | ||||
| 805-12-S-01 | reinforced concrete box culverts (8'x 8')(precast only,astm c1433) |
126.0 | LNFT | 1,050.00 | 132,300.00 | 1,000.00 | 126,000.00 | ||||
| 806-01 | deformed reinforcing steel | 3,164 | LB | 2.25 | 7,119.00 | 2.00 | 6,328.00 | ||||
| S-101 | retroreflective sheeting panels | lump | lump | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||||
| S-102 | concrete approach slabs(24' clear roadway; 90 degree crossing, without asphalt) |
2 | EACH | 8,500.00 | 17,000.00 | 9,500.00 | 19,000.00 | ||||
| CONTRACTOR TOTAL | 693,597.50 | 706,312.50 | |||||||||