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| DBE GOAL FED | |||
| Lead Project: 713-08-0105 | |||
| Parish: BOSSIER | |||
| Routes: | |||
| Description: SWAN LAKE ROAD BRIDGE OVER FLAT RIVER | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete overlay, concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12136 | SHILOH CONTRACTORS, INC. | $312,130.50 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $332,931.00 |
| 3 | 28218 | F. J. BURNELL, INC. | $344,309.00 |
| 4 | 36374 | BEST-YET BUILDERS, LLC | $369,922.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SHILOH CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - F. J. BURNELL, INC. |
- 4 - BEST-YET BUILDERS, LLC |
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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 | 1,200.00 | 1,200.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge (24.2' w x 105.6' l timber bridge) | 1 | EACH | 3,500.00 | 3,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 264.0 | SQYD | 6.50 | 1,716.00 | 5.00 | 1,320.00 | 5.00 | 1,320.00 | 5.00 | 1,320.00 |
| 203-06 | excavation & embankment | lump | LUMP | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 204-02 | temporary hay or straw bales | 12 | EACH | 1.00 | 12.00 | 10.00 | 120.00 | 15.00 | 180.00 | 10.00 | 120.00 |
| 204-03 | temporary slope drains | 590 | LNFT | 1.00 | 590.00 | 1.00 | 590.00 | 10.00 | 5,900.00 | 1.00 | 590.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 1.00 | 6.00 | 100.00 | 600.00 | 100.00 | 600.00 | 500.00 | 3,000.00 |
| 204-06 | temporary silt fencing | 700 | LNFT | 3.00 | 2,100.00 | 3.00 | 2,100.00 | 1.50 | 1,050.00 | 2.50 | 1,750.00 |
| 302-01 | class ii base course | 137.0 | CUYD | 85.00 | 11,645.00 | 100.00 | 13,700.00 | 65.00 | 8,905.00 | 50.00 | 6,850.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
23 | CUYD | 85.00 | 1,955.00 | 100.00 | 2,300.00 | 75.00 | 1,725.00 | 50.00 | 1,150.00 |
| 502-01 | superpave asphaltic concrete | 107.7 | TON | 165.00 | 17,770.50 | 200.00 | 21,540.00 | 150.00 | 16,155.00 | 125.00 | 13,462.50 |
| 701-05-I | side drain pipe (24") | 24 | LNFT | 42.00 | 1,008.00 | 125.00 | 3,000.00 | 50.00 | 1,200.00 | 70.00 | 1,680.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 50.0 | LNFT | 60.00 | 3,000.00 | 56.00 | 2,800.00 | 55.00 | 2,750.00 | 75.00 | 3,750.00 |
| 704-09 | guard rail anchor sections (turndown) | 50.0 | LNFT | 27.00 | 1,350.00 | 30.00 | 1,500.00 | 28.00 | 1,400.00 | 60.00 | 3,000.00 |
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,100.00 | 4,200.00 | 2,200.00 | 4,400.00 | 2,000.00 | 4,000.00 | 2,400.00 | 4,800.00 |
| 705-01 | barbed wire fence | 104 | LNFT | 12.00 | 1,248.00 | 17.50 | 1,820.00 | 6.00 | 624.00 | 5.00 | 520.00 |
| 707-04 | asphaltic curb | 40.0 | LNFT | 8.00 | 320.00 | 25.00 | 1,000.00 | 30.00 | 1,200.00 | 8.00 | 320.00 |
| 711-01-C | riprap (30 lb,14" thick) | 530 | SQYD | 60.00 | 31,800.00 | 55.00 | 29,150.00 | 50.00 | 26,500.00 | 50.00 | 26,500.00 |
| 711-04 | geotextile fabric | 530 | SQYD | 3.00 | 1,590.00 | 5.00 | 2,650.00 | 2.00 | 1,060.00 | 2.00 | 1,060.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 |
| 727-01 | mobilization | lump | LUMP | 34,500.00 | 34,500.00 | 25,000.00 | 25,000.00 | 13,000.00 | 13,000.00 | 25,000.00 | 25,000.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 90.00 | 540.00 | 85.00 | 510.00 | 75.00 | 450.00 | 75.00 | 450.00 |
| 740-01 | construction layout | lump | LUMP | 2,250.00 | 2,250.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 1,365 | LNFT | 42.00 | 57,330.00 | 42.00 | 57,330.00 | 46.00 | 62,790.00 | 40.00 | 54,600.00 |
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | 1.00 | 1.00 | 500.00 | 500.00 | FREE | FREE |
| 805-10-A | bridge superstructure & substructure (24' rdwy., 90 degree crossing) |
6 | SPAN | 20,000.00 | 120,000.00 | 19,250.00 | 115,500.00 | 23,500.00 | 141,000.00 | 25,000.00 | 150,000.00 |
| CONTRACTOR TOTAL | 312,130.50 | 332,931.00 | 344,309.00 | 369,922.50 | |||||||