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| Lead Project: 713-49-0118 | |||
| Parish: ST LANDRY | |||
| Routes: | |||
| Description: JACK FOX ROAD BRIDGE | |||
| Type Const:
grading, drainage structures, bridge superstructure and substructure and related work. | |||
| Estimated Construction Cost: $248,248.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12136 | SHILOH CONTRACTORS, INC. | $273,061.00 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $304,511.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SHILOH CONTRACTORS, INC. |
- 2 - W. E. MCDONALD & SON, 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 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | 7,000.00 | 7,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta.100+00,23.4' wide x 39.0'long timber bridge with wing walls) |
1 | EACH | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | ||||
| 202-03-A | relocate metal gate | lump | LUMP | 500.00 | 500.00 | 1,000.00 | 1,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 1.00 | 10.00 | 50.00 | 500.00 | ||||
| 204-03 | temporary slope drains | 120 | LNFT | 1.00 | 120.00 | 12.00 | 1,440.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 1.00 | 4.00 | 200.00 | 800.00 | ||||
| 204-06 | temporary silt fencing | 165 | LNFT | 3.00 | 495.00 | 3.00 | 495.00 | ||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 76.4 | CUYD | 90.00 | 6,876.00 | 100.00 | 7,640.00 | ||||
| 701-05-G-01 | side drain pipe (18")(erosion) | 180 | LNFT | 30.00 | 5,400.00 | 55.00 | 9,900.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 84 | LNFT | 45.00 | 3,780.00 | 75.00 | 6,300.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 55.00 | 4,125.00 | 52.50 | 3,937.50 | ||||
| 704-09 | guard rail anchor sections (turndown) | 75.0 | LNFT | 35.00 | 2,625.00 | 23.50 | 1,762.50 | ||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | ||||
| 705-01 | barbed wire fence | 346 | LNFT | 10.00 | 3,460.00 | 8.00 | 2,768.00 | ||||
| 705-04 | single swinging driveway gates | 1 | EACH | 450.00 | 450.00 | 500.00 | 500.00 | ||||
| 711-01-C | riprap (30 lb,14" thick) | 594 | SQYD | 55.00 | 32,670.00 | 75.00 | 44,550.00 | ||||
| 711-04 | geotextile fabric | 594 | SQYD | 2.50 | 1,485.00 | 3.00 | 1,782.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.15 | ACRE | 2,000.00 | 300.00 | 10,000.00 | 1,500.00 | ||||
| 717-01 | seeding | 7 | LB | 20.00 | 140.00 | 50.00 | 350.00 | ||||
| 718-01 | fertilizer | 146 | LB | 1.00 | 146.00 | 10.00 | 1,460.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 117 | SQYD | 5.00 | 585.00 | 5.00 | 585.00 | ||||
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | 12,000.00 | 12,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 7 | EACH | 70.00 | 490.00 | 70.00 | 490.00 | ||||
| 740-01 | construction layout | lump | LUMP | 4,500.00 | 4,500.00 | 7,500.00 | 7,500.00 | ||||
| 804-01-B | precast concrete piles (14") | 765 | LNFT | 50.00 | 38,250.00 | 50.00 | 38,250.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | FREE | FREE | 1.00 | 1.00 | ||||
| 805-10-A | bridge superstructure & substructure(24' clear rdwy; 90 degree crossing) |
4 | SPAN | 22,000.00 | 88,000.00 | 24,000.00 | 96,000.00 | ||||
| S-001 | water gate | 1 | ea | 650.00 | 650.00 | 1,500.00 | 1,500.00 | ||||
| CONTRACTOR TOTAL | 273,061.00 | 304,511.00 | |||||||||