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| DBE GOAL FED | |||
| Lead Project: 713-06-0115 | |||
| Parish: BEAUREGARD | |||
| Routes: | |||
| Description: OFF-SYSTEM BRIDGE REPLACEMENT IN BEAUREGARD PARISH | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $599,889.00 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $663,584.50 |
| 3 | 00060 | F. MILLER & SONS, LLC | $667,790.58 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $712,389.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - F. MILLER & SONS, LLC |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 11,500.00 | 11,500.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge (sta. 112+18.09: 19.6'w x 39'l precast concrete deck w/ t imber piles & caps) |
1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 | 7,000.00 | 7,000.00 |
| 202-02-A-02 | removal of bridge (sta. 107+53.26: 19.3'w x 57'l precast concrete deck w/ t imber piles & caps) |
1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 9,600.00 | 9,600.00 | 7,000.00 | 7,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,991.1 | SQYD | 3.00 | 5,973.30 | 5.00 | 9,955.50 | 6.00 | 11,946.60 | 5.00 | 9,955.50 |
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 60,000.00 | 60,000.00 |
| 204-02 | temporary hay or straw bales | 34 | EACH | 10.00 | 340.00 | 10.00 | 340.00 | 9.00 | 306.00 | 18.00 | 612.00 |
| 204-03 | temporary slope drains | 120 | LNFT | 10.00 | 1,200.00 | 20.00 | 2,400.00 | 17.00 | 2,040.00 | 18.00 | 2,160.00 |
| 204-05-A | temporary sediment check dams (hay) | 24 | EACH | 100.00 | 2,400.00 | 250.00 | 6,000.00 | 102.00 | 2,448.00 | 125.00 | 3,000.00 |
| 204-06 | temporary silt fencing | 2,830 | LNFT | 1.75 | 4,952.50 | 2.00 | 5,660.00 | 1.65 | 4,669.50 | 1.25 | 3,537.50 |
| 302-01 | class ii base course | 878.6 | CUYD | 80.00 | 70,288.00 | 85.00 | 74,681.00 | 75.00 | 65,895.00 | 65.00 | 57,109.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
193 | CUYD | 85.00 | 16,405.00 | 35.00 | 6,755.00 | 50.00 | 9,650.00 | 60.00 | 11,580.00 |
| 502-01 | superpave asphaltic concrete | 790.0 | TON | 130.00 | 102,700.00 | 135.00 | 106,650.00 | 140.00 | 110,600.00 | 150.00 | 118,500.00 |
| 701-05-G | side drain pipe (18") | 72 | LNFT | 45.00 | 3,240.00 | 35.00 | 2,520.00 | 30.00 | 2,160.00 | 40.00 | 2,880.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 45.00 | 4,500.00 | 52.00 | 5,200.00 | 50.00 | 5,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 25.00 | 2,500.00 | 25.00 | 2,500.00 | 28.00 | 2,800.00 | 28.00 | 2,800.00 |
| 705-01 | barbed wire fence | 935 | LNFT | 5.00 | 4,675.00 | 6.00 | 5,610.00 | 7.00 | 6,545.00 | 7.00 | 6,545.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 400 | SQYD | 45.00 | 18,000.00 | 43.00 | 17,200.00 | 45.00 | 18,000.00 | 45.00 | 18,000.00 |
| 711-04 | geotextile fabric | 400 | SQYD | 5.00 | 2,000.00 | 2.50 | 1,000.00 | 3.50 | 1,400.00 | 3.25 | 1,300.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 19,000.00 | 19,000.00 | 14,750.00 | 14,750.00 | 16,000.00 | 16,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 50 | SQYD | 10.00 | 500.00 | 5.00 | 250.00 | 1.30 | 65.00 | 12.00 | 600.00 |
| 726-01 | bedding material | 120.0 | CUYD | 80.00 | 9,600.00 | 60.00 | 7,200.00 | 45.00 | 5,400.00 | 50.00 | 6,000.00 |
| 727-01 | mobilization | lump | LUMP | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 | 77,000.00 | 77,000.00 | 70,000.00 | 70,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 60.00 | 240.00 | 60.00 | 240.00 | 68.00 | 272.00 | 70.00 | 280.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 68.00 | 544.00 | 68.00 | 544.00 | 77.00 | 616.00 | 80.00 | 640.00 |
| 740-01 | construction layout | lump | LUMP | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 |
| 804-01-B | precast concrete piles (14") | 1,305 | LNFT | 35.00 | 45,675.00 | 38.00 | 49,590.00 | 35.00 | 45,675.00 | 30.00 | 39,150.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 26.64 | CUYD | 900.00 | 23,976.00 | 1,100.00 | 29,304.00 | 600.00 | 15,984.00 | 700.00 | 18,648.00 |
| 805-10-A | bridge superstructure & substructure (90 deg.: 24' clr. rdwy)(precast only) |
4 | SPAN | 17,000.00 | 68,000.00 | 21,000.00 | 84,000.00 | 15,200.00 | 60,800.00 | 22,500.00 | 90,000.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 228.0 | LNFT | 380.00 | 86,640.00 | 450.00 | 102,600.00 | 350.00 | 79,800.00 | 400.00 | 91,200.00 |
| 806-01 | deformed reinforcing steel | 2,528 | LB | 1.40 | 3,539.20 | 3.00 | 7,584.00 | 0.66 | 1,668.48 | 1.50 | 3,792.00 |
| S-101 | concrete approach slabs (90 deg. xing; 24' clr. rdwy) (w/out asphalt) |
2 | EACH | 6,000.00 | 12,000.00 | 7,500.00 | 15,000.00 | 4,250.00 | 8,500.00 | 8,000.00 | 16,000.00 |
| CONTRACTOR TOTAL | 599,889.00 | 663,584.50 | 667,790.58 | 712,389.00 | |||||||