| |||
| DBE GOAL FED | |||
| Lead Project: 713-07-0102 | |||
| Parish: BIENVILLE | |||
| Routes: 9 td> | |||
| Description: OAKLEY ROAD BRIDGE | |||
| Type Const:
grading, drain struct, class ii base course, superpave acp, concrete slab span bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $360,014.50 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $362,738.40 |
| 3 | 23112 | BEN ALLEN, INC. | $368,269.50 |
| 4 | 14788 | LOUISIANA BRIDGE, INC. | $470,050.76 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - BEN ALLEN, INC. |
- 4 - LOUISIANA BRIDGE, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 14,000.00 | 14,000.00 |
| 202-02-A-01 | removal of bridge(sta. 0+157.000;17.655 m long x 6.350 m wide, 3-span timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 203-05-A | nonplastic embankment(sand)(adjusted vehicular measurement) |
62 | cu m | 50.00 | 3,100.00 | 75.00 | 4,650.00 | 15.00 | 930.00 | 100.00 | 6,200.00 |
| 203-06 | excavation & embankment | lump | lump | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 204-02 | temporary hay or straw bales | 44 | ea | 10.00 | 440.00 | 10.00 | 440.00 | FREE | FREE | 8.00 | 352.00 |
| 204-03 | temporary slope drains | 20 | ln m | 20.00 | 400.00 | 10.00 | 200.00 | FREE | FREE | 30.00 | 600.00 |
| 204-05-A | temporary sediment check dams (hay) | 2 | ea | 125.00 | 250.00 | 100.00 | 200.00 | FREE | FREE | 86.00 | 172.00 |
| 204-06 | temporary silt fencing | 200 | ln m | 10.00 | 2,000.00 | 3.00 | 600.00 | FREE | FREE | 5.75 | 1,150.00 |
| 302-01 | class ii base course | 98.6 | cu m | 100.00 | 9,860.00 | 95.00 | 9,367.00 | 100.00 | 9,860.00 | 112.00 | 11,043.20 |
| 502-01 | superpave asphaltic concrete | 90.5 | Mg | 175.00 | 15,837.50 | 215.00 | 19,457.50 | 150.00 | 13,575.00 | 175.00 | 15,837.50 |
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 20.0 | ln m | 200.00 | 4,000.00 | 150.00 | 3,000.00 | 105.00 | 2,100.00 | 227.00 | 4,540.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 15.24 | ln m | 300.00 | 4,572.00 | 215.00 | 3,276.60 | 235.00 | 3,581.40 | 222.00 | 3,383.28 |
| 704-09 | guard rail anchor sections (turndown) | 15.24 | ln m | 125.00 | 1,905.00 | 95.00 | 1,447.80 | 185.00 | 2,819.40 | 92.00 | 1,402.08 |
| 707-04 | asphaltic curb | 6.0 | ln m | 100.00 | 600.00 | 100.00 | 600.00 | 100.00 | 600.00 | 113.50 | 681.00 |
| 711-01-C | riprap (15 kg, 360mm thick) | 257 | sq m | 60.00 | 15,420.00 | 65.00 | 16,705.00 | 60.00 | 15,420.00 | 80.60 | 20,714.20 |
| 711-04 | geotextile fabric | 257 | sq m | 3.00 | 771.00 | 5.00 | 1,285.00 | 3.00 | 771.00 | 4.00 | 1,028.00 |
| 713-01 | temporary signs & barricades | lump | lump | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 16,000.00 | 16,000.00 |
| 727-01 | mobilization | lump | lump | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 85,000.00 | 85,000.00 |
| 729-16-C | object marker assembly (type 3) | 6 | ea | 110.00 | 660.00 | 90.00 | 540.00 | 75.00 | 450.00 | 80.00 | 480.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | ea | 1,500.00 | 3,000.00 | 1,850.00 | 3,700.00 | 1,500.00 | 3,000.00 | 681.00 | 1,362.00 |
| 740-01 | construction layout | lump | lump | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 803-03 | steel sheet pile wall | 190.3 | sq m | 330.00 | 62,799.00 | 395.00 | 75,168.50 | 509.00 | 96,862.70 | 515.00 | 98,004.50 |
| 804-01-B | precast concrete piles (350 mm) | 180.0 | ln m | 255.00 | 45,900.00 | 170.00 | 30,600.00 | 135.00 | 24,300.00 | 245.00 | 44,100.00 |
| 804-12 | loading permanent piles | 1 | ea | 500.00 | 500.00 | 1.00 | 1.00 | FREE | FREE | 1.00 | 1.00 |
| 805-10-A | bridge superstructure & substructure(7.3 m clear roadway @ 90 degree crossing)(c.i.p.) |
4 | span | 20,000.00 | 80,000.00 | 20,000.00 | 80,000.00 | 21,000.00 | 84,000.00 | 20,000.00 | 80,000.00 |
| S-101 | concrete approach slab(7.3 m clear roadway @ 90 degree crossing; tapered concrete barrier rail)(c.i.p.) |
1 | ea | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | 10,500.00 | 10,500.00 | 9,000.00 | 9,000.00 |
| CONTRACTOR TOTAL | 360,014.50 | 362,738.40 | 368,269.50 | 470,050.76 | |||||||