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| DBE GOAL FED | |||
| Lead Project: 713-42-0131 | |||
| Parish: RICHLAND | |||
| Routes: | |||
| Description: BRIDGES ON SCALES, PONY GREER AND BEACH ROADS. | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $543,772.95 |
| 2 | 12136 | SHILOH CONTRACTORS, INC. | $607,208.50 |
| 3 | 14788 | LOUISIANA BRIDGE, INC. | $640,144.34 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - SHILOH CONTRACTORS, INC. |
- 3 - 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 | 16.00 | 16.00 | 16,000.00 | 16,000.00 | 21,000.00 | 21,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 15+00.00; 3 span, 18.70' wide x 40.36' long timber structure) |
1 | EACH | 2,500.00 | 2,500.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 15+00.00; 3 span, 23.90' wide x 40.36' long timber structure) |
1 | EACH | 2,500.00 | 2,500.00 | 8,000.00 | 8,000.00 | 3,700.00 | 3,700.00 | ||
| 202-02-I | removal of cross drain pipe (sta. 15+00.00; 2 - 60" x 31' c.m.p.) |
lump | lump | 2,500.00 | 2,500.00 | 8,000.00 | 8,000.00 | 3,700.00 | 3,700.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 30,000.00 | 30,000.00 | 24,000.00 | 24,000.00 | 56,300.00 | 56,300.00 | ||
| 204-02 | temporary hay or straw bales | 72 | EACH | FREE | FREE | 2.00 | 144.00 | 1.00 | 72.00 | ||
| 204-03 | temporary slope drains | 200 | LNFT | FREE | FREE | 2.00 | 400.00 | 1.00 | 200.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | FREE | FREE | 5.00 | 60.00 | 1.00 | 12.00 | ||
| 204-06 | temporary silt fencing | 2,185 | LNFT | FREE | FREE | 3.00 | 6,555.00 | 1.00 | 2,185.00 | ||
| 302-01 | class ii base course | 429.9 | CUYD | 64.00 | 27,513.60 | 75.00 | 32,242.50 | 85.00 | 36,541.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
21 | CUYD | 64.00 | 1,344.00 | 85.00 | 1,785.00 | 100.00 | 2,100.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 34.3 | CUYD | 64.00 | 2,195.20 | 70.00 | 2,401.00 | 100.00 | 3,430.00 | ||
| 502-01 | superpave asphaltic concrete | 355.7 | TON | 114.00 | 40,549.80 | 125.00 | 44,462.50 | 131.00 | 46,596.70 | ||
| 701-05-G-01 | side drain pipe (18")(erosion) | 24 | LNFT | 50.00 | 1,200.00 | 32.00 | 768.00 | 68.50 | 1,644.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 45.00 | 9,000.00 | 45.00 | 9,000.00 | 49.00 | 9,800.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 35.00 | 7,000.00 | 35.00 | 7,000.00 | 28.50 | 5,700.00 | ||
| 711-01-C | riprap (30 lb,14" thick) | 504 | SQYD | 45.00 | 22,680.00 | 50.00 | 25,200.00 | 51.50 | 25,956.00 | ||
| 711-04 | geotextile fabric | 504 | SQYD | 2.00 | 1,008.00 | 2.50 | 1,260.00 | 3.00 | 1,512.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | ||
| 726-01 | bedding material | 140.5 | CUYD | 64.00 | 8,992.00 | 70.00 | 9,835.00 | 74.00 | 10,397.00 | ||
| 727-01 | mobilization | lump | LUMP | 39,000.00 | 39,000.00 | 58,000.00 | 58,000.00 | 40,000.00 | 40,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 60.00 | 240.00 | 68.50 | 274.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 70.00 | 1,120.00 | 70.00 | 1,120.00 | 77.50 | 1,240.00 | ||
| 740-01 | construction layout | lump | LUMP | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 804-01-B | precast concrete piles (14") | 1,544 | LNFT | 40.00 | 61,760.00 | 34.00 | 52,496.00 | 43.50 | 67,164.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | FREE | FREE | FREE | FREE | 1.00 | 2.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 37.84 | CUYD | 790.00 | 29,893.60 | 1,200.00 | 45,408.00 | 721.00 | 27,282.64 | ||
| 805-10-A | bridge superstructure & substructure (28' wide roadway; 90 degree crossing) |
3 | SPAN | 19,000.00 | 57,000.00 | 20,000.00 | 60,000.00 | 19,000.00 | 57,000.00 | ||
| 805-10-B | bridge superstructure & substructure (28' wide roadway; 60 degree crossing) |
3 | SPAN | 19,000.00 | 57,000.00 | 20,000.00 | 60,000.00 | 21,000.00 | 63,000.00 | ||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 152.0 | LNFT | 527.00 | 80,104.00 | 545.00 | 82,840.00 | 647.00 | 98,344.00 | ||
| 806-01 | deformed reinforcing steel | 2,661 | LB | 1.75 | 4,656.75 | 1.50 | 3,991.50 | 1.50 | 3,991.50 | ||
| S-101 | concrete approach slabs (28'clear roadway; 90 degree crossing)(w/o/asphalt) |
2 | EACH | 7,500.00 | 15,000.00 | 5,500.00 | 11,000.00 | 7,000.00 | 14,000.00 | ||
| S-102 | concrete approach slabs (28 clear roadway; 60 degree crossing)(w/o asphalt) |
2 | EACH | 8,000.00 | 16,000.00 | 5,500.00 | 11,000.00 | 8,000.00 | 16,000.00 | ||
| CONTRACTOR TOTAL | 543,772.95 | 607,208.50 | 640,144.34 | ||||||||