| |||
| Lead Project: 713-30-0118 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: MAGNOLIA LOOP ROAD BRIDGE OVER ROUTH CREEK | |||
| Type Const:
grading, class ii base course, drainage structures, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 23112 | BEN ALLEN, INC. | $193,014.10 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $198,843.40 |
| 3 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $224,487.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEN ALLEN, INC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - KOSTMAYER CONSTRUCTION, LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | ||
| 202-02-A-01 | removal of bridge (sta.10+00; 30' long x 22' wide; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 6,500.00 | 6,500.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 273.3 | SQYD | 2.00 | 546.60 | 3.00 | 819.90 | 5.00 | 1,366.50 | ||
| 203-06 | excavation & embankment | lump | LUMP | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | ||
| 204-02 | temporary hay or straw bales | 4 | EACH | FREE | FREE | 250.00 | 1,000.00 | 11.00 | 44.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | FREE | FREE | 250.00 | 1,000.00 | 100.00 | 400.00 | ||
| 204-06 | temporary silt fencing | 370 | LNFT | FREE | FREE | 8.00 | 2,960.00 | 1.50 | 555.00 | ||
| 302-01 | class ii base course | 89.9 | CUYD | 65.00 | 5,843.50 | 115.00 | 10,338.50 | 75.00 | 6,742.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
10 | CUYD | 70.00 | 700.00 | 100.00 | 1,000.00 | 90.00 | 900.00 | ||
| 502-01 | superpave asphaltic concrete | 72.4 | TON | 150.00 | 10,860.00 | 160.00 | 11,584.00 | 170.00 | 12,308.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 150.0 | LNFT | 35.00 | 5,250.00 | 50.00 | 7,500.00 | 54.00 | 8,100.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 75.00 | 7,500.00 | 27.50 | 2,750.00 | 42.00 | 4,200.00 | ||
| 712-02 | sacked concrete revetment | 177 | SQYD | 50.00 | 8,850.00 | 75.00 | 13,275.00 | 75.00 | 13,275.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 8,500.00 | 8,500.00 | 7,800.00 | 7,800.00 | ||
| 726-01 | bedding material | 57.6 | CUYD | 70.00 | 4,032.00 | 60.00 | 3,456.00 | 60.00 | 3,456.00 | ||
| 727-01 | mobilization | lump | LUMP | 7,000.00 | 7,000.00 | 8,500.00 | 8,500.00 | 26,000.00 | 26,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 65.00 | 520.00 | 70.00 | 560.00 | 80.00 | 640.00 | ||
| 740-01 | construction layout | lump | LUMP | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 | 4,800.00 | 4,800.00 | ||
| 805-12-X | reinforced concrete box culverts (10' x 10') | 116.0 | LNFT | 982.00 | 113,912.00 | 850.00 | 98,600.00 | 900.00 | 104,400.00 | ||
| CONTRACTOR TOTAL | 193,014.10 | 198,843.40 | 224,487.00 | ||||||||