| |||
| Lead Project: 194-07-0059 | |||
| Parish: VERMILION | |||
| Routes: LA 82 | |||
| Description: DRAINAGE IMPROVEMENTS TO PERRY BRIDGE (CM) | |||
| Type Const:
aggregate surface course, storm drain pipe, catch basins, combination conc. curb & gutter, riprap, pavement patching, bedding material, hydro-seeding, cofferdams & related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 18943 | BULLIARD CONSTRUCTION CO. INC. | $141,875.81 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $143,720.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BULLIARD CONSTRUCTION CO. INC. |
- 2 - H & S CONSTRUCTION CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
200 | CUYD | 72.39 | 14,478.00 | 50.00 | 10,000.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 72.39 | 3,619.50 | 75.00 | 3,750.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 40 | LNFT | 77.22 | 3,088.80 | 66.00 | 2,640.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 427 | LNFT | 99.28 | 42,392.56 | 90.00 | 38,430.00 | ||||
| 701-03-M/N-01 | storm drain pipe (36" pcp or 42" cmp)(outfall) | 50 | LNFT | 101.72 | 5,086.00 | 90.00 | 4,500.00 | ||||
| 702-03-A | catch basins (cb-01) | 2 | EACH | 4,965.18 | 9,930.36 | 2,800.00 | 5,600.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 4,957.87 | 4,957.87 | 4,200.00 | 4,200.00 | ||||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 8,979.10 | 17,958.20 | 3,000.00 | 6,000.00 | ||||
| 707-03 | combination concrete curb & gutter | 30.0 | LNFT | 31.02 | 930.60 | 50.00 | 1,500.00 | ||||
| 711-01-C | riprap (30 lb, | 15 | SQYD | 98.30 | 1,474.50 | 100.00 | 1,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 4,840.33 | 4,840.33 | 12,000.00 | 12,000.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 50 | SQYD | 119.95 | 5,997.50 | 100.00 | 5,000.00 | ||||
| 726-01 | bedding material | 30.0 | CUYD | 125.69 | 3,770.70 | 100.00 | 3,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 9,744.00 | 9,744.00 | 17,000.00 | 17,000.00 | ||||
| 739-01 | hydro-seeding | 0.08 | ACRE | 12,180.00 | 974.40 | 20,000.00 | 1,600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 3,005.42 | 3,005.42 | 10,000.00 | 10,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 3,580.92 | 3,580.92 | 5,000.00 | 5,000.00 | ||||
| 802-05 | cofferdams | lump | LUMP | 6,046.15 | 6,046.15 | 12,000.00 | 12,000.00 | ||||
| CONTRACTOR TOTAL | 141,875.81 | 143,720.00 | |||||||||