| |||
| Lead Project: 078-02-0028 | |||
| Parish: CADDO | |||
| Routes: LA 538 | |||
| Description: RAVENDALE DRIVE TO JUNCTION US 71 | |||
| Type Const:
grading, drainage structures, cold planing, pavement patching, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $916,049.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 17464 | BENTON & BROWN, LLC. | $772,034.85 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $921,676.35 |
| 3 | 08584 | MADDEN CONTRACTING CO., INC. | $954,675.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BENTON & BROWN, LLC. |
- 2 - BEST-YET BUILDERS, LLC |
- 3 - MADDEN CONTRACTING CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 100 | CUYD | 65.00 | 6,500.00 | 12.00 | 1,200.00 | 50.00 | 5,000.00 | ||
| 502-01 | superpave asphaltic concrete | 4,662.8 | TON | 105.00 | 489,594.00 | 100.00 | 466,280.00 | 108.00 | 503,582.40 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,500.0 | TON | 50.00 | 75,000.00 | 150.00 | 225,000.00 | 90.00 | 135,000.00 | ||
| 509-01 | cold planing asphaltic pavement | 33,911 | SQYD | 1.00 | 33,911.00 | 2.00 | 67,822.00 | 1.90 | 64,430.90 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 353 | CUYD | 1.00 | - 353.00 | 0.10 | - 35.30 | 1.00 | - 353.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 300 | SQYD | 90.00 | 27,000.00 | 150.00 | 45,000.00 | 106.00 | 31,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 | 78,400.00 | 78,400.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.780 | MILE | 350.00 | 2,023.00 | 2,400.00 | 13,872.00 | 325.00 | 1,878.50 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.690 | MILE | 300.00 | 207.00 | 200.00 | 138.00 | 300.00 | 207.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.780 | MILE | 467.50 | 2,702.15 | 350.00 | 2,023.00 | 600.00 | 3,468.00 | ||
| 716-01-A | mulch (vegetative) | 7.0 | TON | 925.00 | 6,475.00 | 440.00 | 3,080.00 | 600.00 | 4,200.00 | ||
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 78,400.00 | 78,400.00 | ||
| 731-02 | reflectorized raised pavement markers | 382 | EACH | 5.60 | 2,139.20 | 5.65 | 2,158.30 | 4.50 | 1,719.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 11 | LNFT | 4.00 | 44.00 | 3.85 | 42.35 | 3.00 | 33.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.000 | MILE | 2,850.00 | 31,350.00 | 2,875.00 | 31,625.00 | 2,500.00 | 27,500.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.350 | MILE | 550.00 | 192.50 | 560.00 | 196.00 | 600.00 | 210.00 | ||
| 739-01 | hydro-seeding | 3.50 | ACRE | 1,500.00 | 5,250.00 | 1,650.00 | 5,775.00 | 1,200.00 | 4,200.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | ||
| CONTRACTOR TOTAL | 772,034.85 | 921,676.35 | 954,675.80 | ||||||||