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| DBE GOAL FED | |||
| Lead Project: 713-43-0109 | |||
| Parish: SABINE | |||
| Routes: | |||
| Description: WELDON ROAD AND CASSEL LOOP BRIDGES | |||
| Type Const: grading, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12136 | SHILOH CONTRACTORS, INC. | $359,931.00 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $411,108.00 |
| 3 | 00060 | F. MILLER & SONS, LLC | $587,049.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SHILOH CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - F. MILLER & SONS, 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 | 4,500.00 | 4,500.00 | 14,000.00 | 14,000.00 | 22,100.00 | 22,100.00 | ||
| 202-02-A-01 | removal of bridge(sta. 5+49.01; 17.90' w. x 30.70' l. timber bridge) |
1 | EACH | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 37,900.00 | 37,900.00 | ||
| 202-02-A-02 | removal of bridge( sta.4+10.33; 20.20'w x 38.68' l. timber bridge) |
1 | EACH | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 30,200.00 | 30,200.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 19,000.00 | 19,000.00 | 25,000.00 | 25,000.00 | 70,400.00 | 70,400.00 | ||
| 204-02 | temporary hay or straw bales | 32 | EACH | 1.00 | 32.00 | 10.00 | 320.00 | 10.00 | 320.00 | ||
| 204-03 | temporary slope drains | 240 | LNFT | 1.00 | 240.00 | 1.00 | 240.00 | 9.00 | 2,160.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 1.00 | 16.00 | 100.00 | 1,600.00 | 130.00 | 2,080.00 | ||
| 204-06 | temporary silt fencing | 1,450 | LNFT | 3.00 | 4,350.00 | 2.00 | 2,900.00 | 1.40 | 2,030.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 196.6 | CUYD | 75.00 | 14,745.00 | 100.00 | 19,660.00 | 90.00 | 17,694.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 60.00 | 12,000.00 | 62.00 | 12,400.00 | 55.00 | 11,000.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 27.00 | 5,400.00 | 32.00 | 6,400.00 | 28.00 | 5,600.00 | ||
| 711-01-C | riprap (30 lb,14" thick ) | 535 | SQYD | 55.00 | 29,425.00 | 55.00 | 29,425.00 | 53.00 | 28,355.00 | ||
| 711-04 | geotextile fabric | 535 | SQYD | 3.00 | 1,605.00 | 5.00 | 2,675.00 | 2.60 | 1,391.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 3,000.00 | 3,000.00 | 15,000.00 | 15,000.00 | 37,500.00 | 37,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 90.00 | 1,440.00 | 80.00 | 1,280.00 | 62.00 | 992.00 | ||
| 740-01 | construction layout | lump | LUMP | 3,000.00 | 3,000.00 | 9,000.00 | 9,000.00 | 35,000.00 | 35,000.00 | ||
| 804-01-B | precast concrete piles (14") | 993 | LNFT | 46.00 | 45,678.00 | 42.00 | 41,706.00 | 67.50 | 67,027.50 | ||
| 804-12 | loading permanent piles | 2 | EACH | FREE | FREE | 1.00 | 2.00 | 100.00 | 200.00 | ||
| 805-10-A | bridge superstructure & substructure(24'clear roadway,90 degree crossing) |
4 | SPAN | 20,000.00 | 80,000.00 | 21,500.00 | 86,000.00 | 15,200.00 | 60,800.00 | ||
| 805-10-B | bridge superstructure & substructure(24' clear roadway,90 degree crossing; cast-in-place) |
3 | SPAN | 21,500.00 | 64,500.00 | 22,500.00 | 67,500.00 | 24,900.00 | 74,700.00 | ||
| S-101 | concrete approach slabs(24' clear roadway,90 degree crossing){w/out asphalt } |
4 | EACH | 5,500.00 | 22,000.00 | 7,500.00 | 30,000.00 | 7,400.00 | 29,600.00 | ||
| CONTRACTOR TOTAL | 359,931.00 | 411,108.00 | 587,049.50 | ||||||||