| |||
| Lead Project: 828-39-0024 | |||
| Parish: LAFAYETTE | |||
| Routes: LA 3073 | |||
| Description: VERMILION RIVER BRIDGE REDECKING | |||
| Type Const:
removal and replacement of bridge deck, stringers, diagonal bracing, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 26435 | C.E.C., INC. | $481,508.45 |
| 2 | 37302 | DOUBLE AUGHT CONSTRUCTION LLC | $481,312.90 |
| 3 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $516,801.60 |
| 4 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $729,009.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C.E.C., INC. |
- 2 - DOUBLE AUGHT CONSTRUCTION LLC |
- 3 - BOH BROS. CONSTRUCTION CO., LLC. |
- 4 - KOSTMAYER CONSTRUCTION, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02 | removal of bridge deck, stringers, and diagonal bracing |
1 | EACH | 25,000.00 | 25,000.00 | 43,450.00 | 43,450.00 | 17,000.00 | 17,000.00 | 32,000.00 | 32,000.00 |
| 202-02-D | removal of concrete walks & drives | 34 | SQYD | 30.00 | 1,020.00 | 140.00 | 4,760.00 | 50.00 | 1,700.00 | 19.00 | 646.00 |
| 302-02-A | class ii base course (6" thick) | 55.6 | SQYD | 27.00 | 1,501.20 | 55.00 | 3,058.00 | 11.00 | 611.60 | 65.00 | 3,614.00 |
| 706-02-D | concrete drive (8" thick) | 55.6 | SQYD | 100.00 | 5,560.00 | 205.00 | 11,398.00 | 75.00 | 4,170.00 | 90.00 | 5,004.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 27,000.00 | 27,000.00 | 32,875.00 | 32,875.00 | 32,000.00 | 32,000.00 | 31,000.00 | 31,000.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
1.250 | MILE | 17,425.00 | 21,781.25 | 9,000.00 | 11,250.00 | 18,000.00 | 22,500.00 | 19,200.00 | 24,000.00 |
| 713-09 | temporary precast concrete barrier (department furnished) |
55 | EACH | 200.00 | 11,000.00 | 144.00 | 7,920.00 | 200.00 | 11,000.00 | 225.00 | 12,375.00 |
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 46,800.00 | 46,800.00 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 |
| 731-02 | reflectorized raised pavement markers | 150 | EACH | 5.00 | 750.00 | 10.00 | 1,500.00 | 5.50 | 825.00 | 6.00 | 900.00 |
| 732-02-A-01 | plastic pvmt striping (solid line)(4"width)(type-v preformed) |
1.250 | MILE | 17,425.00 | 21,781.25 | 12,000.00 | 15,000.00 | 18,000.00 | 22,500.00 | 19,200.00 | 24,000.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)(type-v preformed) |
1.250 | MILE | 8,160.00 | 10,200.00 | 3,200.00 | 4,000.00 | 8,500.00 | 10,625.00 | 8,900.00 | 11,125.00 |
| 732-05 | removal of existing markings | 1.000 | MILE | 4,600.00 | 4,600.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 5,100.00 | 5,100.00 |
| 805-01-H | class a concrete (counterweights) | 3.68 | CUYD | 2,550.00 | 9,384.00 | 500.00 | 1,840.00 | 1,100.00 | 4,048.00 | 1,100.00 | 4,048.00 |
| 806-01 | deformed reinforcing steel | 100 | LB | 12.00 | 1,200.00 | 1.00 | 100.00 | 3.00 | 300.00 | 2.75 | 275.00 |
| 807-01 | steel (astm a709, grade 36) | 14,883 | LB | 2.70 | 40,184.10 | 1.10 | 16,371.30 | 2.00 | 29,766.00 | 1.55 | 23,068.65 |
| 807-02 | steel (astm a709, grade 50) | 41,971 | LB | 1.65 | 69,252.15 | 1.20 | 50,365.20 | 2.00 | 83,942.00 | 1.55 | 65,055.05 |
| 807-06 | structural metalwork | lump | LUMP | 2,000.00 | 2,000.00 | 56,075.00 | 56,075.00 | 10,000.00 | 10,000.00 | 112,000.00 | 112,000.00 |
| 808-01 | steel grid flooring | 4,167 | SQFT | 33.50 | 139,594.50 | 26.20 | 109,175.40 | 42.00 | 175,014.00 | 47.00 | 195,849.00 |
| S-101 | anchored temporary precast barrier | 7 | each | 100.00 | 700.00 | 625.00 | 4,375.00 | 1,800.00 | 12,600.00 | 850.00 | 5,950.00 |
| S-103 | hydraulic line removal/replacement | lump | LUMP | 4,000.00 | 4,000.00 | 10,200.00 | 10,200.00 | 8,200.00 | 8,200.00 | 24,000.00 | 24,000.00 |
| S-104 | pivot bearing replacement | lump | LUMP | 30,000.00 | 30,000.00 | 29,200.00 | 29,200.00 | 37,000.00 | 37,000.00 | 76,000.00 | 76,000.00 |
| S-105 | span jacking | lump | LUMP | 10,000.00 | 10,000.00 | 18,600.00 | 18,600.00 | 18,000.00 | 18,000.00 | 13,000.00 | 13,000.00 |
| CONTRACTOR TOTAL | 481,508.45 | 481,312.90 | 516,801.60 | 729,009.70 | |||||||