| REBID |
| ||
| Lead Project: 201-03-0004 | |||
| Parish: ACADIA | |||
| Routes: LA 97 | |||
| Description: LA 368 - US 190 | |||
| Type Const:
cold planing asphaltic concrete, in-place cement stabilized base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,401,318.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,354,583.20 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $2,437,616.99 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $2,643,341.45 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $2,819,279.87 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - PRAIRIE CONTRACTORS INC. |
- 4 - H & S CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 434 | CUYD | 20.00 | 8,680.00 | 1.00 | 434.00 | 10.00 | 4,340.00 | 12.00 | 5,208.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 870 | CUYD | 20.00 | 17,400.00 | 1.00 | 870.00 | 10.00 | 8,700.00 | 14.00 | 12,180.00 |
| 204-02 | temporary hay or straw bales | 250 | EACH | 15.00 | 3,750.00 | 9.00 | 2,250.00 | 12.00 | 3,000.00 | 10.00 | 2,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 15 | EACH | 135.00 | 2,025.00 | 300.00 | 4,500.00 | 40.00 | 600.00 | 175.00 | 2,625.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 74,340 | SQYD | 5.30 | 394,002.00 | 7.36 | 547,142.40 | 7.30 | 542,682.00 | 8.40 | 624,456.00 |
| 303-02 | removal of existing patches | 2,000 | SQYD | 1.00 | 2,000.00 | 1.00 | 2,000.00 | 0.50 | 1,000.00 | 30.00 | 60,000.00 |
| 305-01-C | subgrade layer (10" thick) | 48,692 | SQYD | 6.75 | 328,671.00 | 8.12 | 395,379.04 | 8.25 | 401,709.00 | 8.62 | 419,725.04 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2,215 | CUYD | 30.00 | 66,450.00 | 14.00 | 31,010.00 | 31.00 | 68,665.00 | 45.00 | 99,675.00 |
| 502-01 | superpave asphaltic concrete | 15,550.2 | TON | 70.00 | 1,088,514.00 | 74.00 | 1,150,714.80 | 75.00 | 1,166,265.00 | 83.75 | 1,302,329.25 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
526.0 | TON | 120.00 | 63,120.00 | 90.00 | 47,340.00 | 25.00 | 13,150.00 | 100.00 | 52,600.00 |
| 509-01 | cold planing asphaltic pavement | 60,034 | SQYD | 2.45 | 147,083.30 | 0.10 | 6,003.40 | 1.90 | 114,064.60 | 1.20 | 72,040.80 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,815 | CUYD | 1.00 | - 2,815.00 | 0.01 | - 28.15 | 0.01 | - 28.15 | 0.01 | - 28.15 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.184 | MILE | 350.00 | 3,564.40 | 250.00 | 2,546.00 | 400.00 | 4,073.60 | 300.00 | 3,055.20 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.270 | MILE | 1.00 | 3.27 | 300.00 | 981.00 | 300.00 | 981.00 | 372.00 | 1,216.44 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.234 | MILE | 1.00 | 4.23 | 600.00 | 2,540.40 | 600.00 | 2,540.40 | 747.00 | 3,162.80 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 |
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 148,000.00 | 148,000.00 | 240,000.00 | 240,000.00 | 30,000.00 | 30,000.00 |
| 731-02 | reflectorized raised pavement markers | 674 | EACH | 5.00 | 3,370.00 | 4.50 | 3,033.00 | 5.00 | 3,370.00 | 6.13 | 4,131.62 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.274 | MILE | 2,500.00 | 35,685.00 | 2,150.00 | 30,689.10 | 2,500.00 | 35,685.00 | 2,795.00 | 39,895.83 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.270 | MILE | 800.00 | 2,616.00 | 700.00 | 2,289.00 | 800.00 | 2,616.00 | 1,152.00 | 3,767.04 |
| 735-01 | mailboxes | 28 | EACH | 5.00 | 140.00 | 1.00 | 28.00 | 1.00 | 28.00 | 10.00 | 280.00 |
| 735-02 | mailbox supports (single) | 18 | EACH | 140.00 | 2,520.00 | 145.00 | 2,610.00 | 200.00 | 3,600.00 | 140.00 | 2,520.00 |
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 195.00 | 390.00 | 300.00 | 600.00 | 270.00 | 540.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 400.00 | 400.00 | 395.00 | 395.00 | 500.00 | 500.00 | 400.00 | 400.00 |
| 740-01 | construction layout | lump | LUMP | 12,000.00 | 12,000.00 | 9,500.00 | 9,500.00 | 100.00 | 100.00 | 20,000.00 | 20,000.00 |
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | 12,000.00 | 12,000.00 | 100.00 | 100.00 | 30,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 2,354,583.20 | 2,437,616.99 | 2,643,341.45 | 2,819,279.87 | |||||||