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| Lead Project: 713-43-0106 | |||
| Parish: SABINE | |||
| Routes: | |||
| Description: SHUT EYE ROAD, LEWIS CREEK BRIDGE | |||
| Type Const:
class ii base course, superpave asphaltic concrete, portland cement concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $311,850.20 |
| 2 | 12136 | SHILOH CONTRACTORS, INC. | $326,814.64 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
- 2 - SHILOH CONTRACTORS, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 10+000.000; 6.14m x 29.14m timber bridge) |
1 | ea | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | ||||
| 203-06 | excavation & embankment | lump | lump | 17,000.00 | 17,000.00 | 18,000.00 | 18,000.00 | ||||
| 204-02 | temporary hay or straw bales | 40 | ea | 10.00 | 400.00 | 5.00 | 200.00 | ||||
| 204-03 | temporary slope drains | 50 | ln m | 10.00 | 500.00 | 2.00 | 100.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 100.00 | 800.00 | 10.00 | 80.00 | ||||
| 204-06 | temporary silt fencing | 200 | ln m | 5.00 | 1,000.00 | 5.00 | 1,000.00 | ||||
| 302-01-A | class ii base course (stone) | 158.6 | cu m | 90.00 | 14,274.00 | 85.00 | 13,481.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
5 | cu m | 100.00 | 500.00 | 85.00 | 425.00 | ||||
| 502-01 | superpave asphaltic concrete | 130.0 | Mg | 150.00 | 19,500.00 | 150.00 | 19,500.00 | ||||
| 701-05-G | side drain pipe (450 mm) | 8.0 | ln m | 200.00 | 1,600.00 | 40.00 | 320.00 | ||||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 20.0 | ln m | 200.00 | 4,000.00 | 40.00 | 800.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 175.00 | 5,334.00 | 155.00 | 4,724.40 | ||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 95.00 | 2,895.60 | 88.00 | 2,682.24 | ||||
| 705-01 | barbed wire fence | 14 | ln m | 75.00 | 1,050.00 | 18.00 | 252.00 | ||||
| 705-04 | single swinging driveway gates | 1 | ea | 500.00 | 500.00 | 500.00 | 500.00 | ||||
| 711-01-D | riprap (25 kg)(460mm thick) | 374 | sq m | 50.00 | 18,700.00 | 60.00 | 22,440.00 | ||||
| 711-04 | geotextile fabric | 374 | sq m | 5.00 | 1,870.00 | 3.00 | 1,122.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 6,500.00 | 6,500.00 | 3,500.00 | 3,500.00 | ||||
| 727-01 | mobilization | lump | lump | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 100.00 | 800.00 | 90.00 | 720.00 | ||||
| 740-01 | construction layout | lump | lump | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||||
| 804-01-B | precast concrete piles (350 mm) | 421.2 | ln m | 138.00 | 58,125.60 | 140.00 | 58,968.00 | ||||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | FREE | FREE | ||||
| 805-10-A | bridge superstructure & substructure (7.3m clr. rdwy. 90 degree x-ing) (c.i.p.) |
5 | span | 19,500.00 | 97,500.00 | 22,000.00 | 110,000.00 | ||||
| S-101 | concrete approach slabs (7.3m clr. rdwy. curved) (c.i.p.) |
2 | ea | 7,000.00 | 14,000.00 | 6,500.00 | 13,000.00 | ||||
| CONTRACTOR TOTAL | 311,850.20 | 326,814.64 | |||||||||