| |||
| Lead Project: 849-10-0013 | |||
| Parish: ST LANDRY | |||
| Routes: LA 741 | |||
| Description: JUNCTION LA 103 - JUNCTION U.S. 190 | |||
| Type Const:
grading, in-place cement stabilized base course, cold planing asphaltic concrete pavement, superpave asphaltic concrete overlay, and related work. | |||
| Estimated Construction Cost: $669,931.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $691,643.63 |
| 2 | 04089 | H & S CONSTRUCTION CO., INC. | $696,350.96 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $721,626.55 |
| 4 | 08815 | W. E. MCDONALD & SON, LLC. | $735,048.11 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - H & S CONSTRUCTION CO., INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - W. E. MCDONALD & SON, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 60 | SQYD | 30.00 | 1,800.00 | 12.00 | 720.00 | 15.00 | 900.00 | 30.00 | 1,800.00 |
| 203-08 | borrow (vehicular measurement) | 200 | CUYD | 15.00 | 3,000.00 | 19.00 | 3,800.00 | 10.00 | 2,000.00 | 15.00 | 3,000.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 15.00 | 3,000.00 | 19.00 | 3,800.00 | 10.00 | 2,000.00 | 15.00 | 3,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 700.00 | 2,800.00 | 110.00 | 440.00 | 200.00 | 800.00 | 1.00 | 4.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 15,382 | SQYD | 7.50 | 115,365.00 | 6.50 | 99,983.00 | 7.50 | 115,365.00 | 7.00 | 107,674.00 |
| 303-02 | removal of existing patches | 366 | SQYD | 1.00 | 366.00 | 15.00 | 5,490.00 | 20.00 | 7,320.00 | 20.00 | 7,320.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
330 | CUYD | 66.00 | 21,780.00 | 35.00 | 11,550.00 | 65.00 | 21,450.00 | 42.00 | 13,860.00 |
| 502-01 | superpave asphaltic concrete | 2,832.4 | TON | 92.00 | 260,580.80 | 90.00 | 254,916.00 | 95.00 | 269,078.00 | 95.00 | 269,078.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
463.4 | TON | 170.00 | 78,778.00 | 120.00 | 55,608.00 | 150.00 | 69,510.00 | 170.00 | 78,778.00 |
| 509-01 | cold planing asphaltic pavement | 14,718 | SQYD | 2.70 | 39,738.60 | 2.25 | 33,115.50 | 2.50 | 36,795.00 | 1.75 | 25,756.50 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 689 | CUYD | 0.01 | - 6.89 | 0.01 | - 6.89 | 0.01 | - 6.89 | 0.01 | - 6.89 |
| 706-02-C | concrete drive (6" thick) | 65.0 | SQYD | 75.00 | 4,875.00 | 90.00 | 5,850.00 | 75.00 | 4,875.00 | 200.00 | 13,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 45,000.00 | 45,000.00 | 4,500.00 | 4,500.00 | 15,000.00 | 15,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.387 | MILE | 1.00 | 3.39 | 521.65 | 1,766.83 | 420.00 | 1,422.54 | 250.00 | 846.75 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.526 | MILE | 1.00 | 1.53 | 600.93 | 917.02 | 500.00 | 763.00 | 300.00 | 457.80 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.401 | MILE | 1.00 | 4.40 | 793.64 | 3,492.81 | 650.00 | 2,860.65 | 600.00 | 2,640.60 |
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 1.00 | 2.00 | 127.01 | 254.02 | 120.00 | 240.00 | 200.00 | 400.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 74,000.00 | 74,000.00 | 62,000.00 | 62,000.00 | 60,000.00 | 60,000.00 | 95,000.00 | 95,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 95.26 | 381.04 | 90.00 | 360.00 | 75.00 | 300.00 |
| 731-02 | reflectorized raised pavement markers | 155 | EACH | 6.00 | 930.00 | 6.48 | 1,004.40 | 5.25 | 813.75 | 4.50 | 697.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.747 | MILE | 2,400.00 | 8,992.80 | 2,732.93 | 10,240.29 | 2,200.00 | 8,243.40 | 2,150.00 | 8,056.05 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.509 | MILE | 1,000.00 | 509.00 | 1,113.54 | 566.79 | 900.00 | 458.10 | 700.00 | 356.30 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 1,000.00 | 1,000.00 | 539.80 | 539.80 | 500.00 | 500.00 | 400.00 | 400.00 |
| 735-01 | mailboxes | 3 | EACH | 1.00 | 3.00 | 12.70 | 38.10 | 50.00 | 150.00 | 1.00 | 3.00 |
| 735-02 | mailbox supports (single) | 13 | EACH | 150.00 | 1,950.00 | 150.00 | 1,950.00 | 100.00 | 1,300.00 | 150.00 | 1,950.00 |
| 735-03 | mailbox supports (double) | 3 | EACH | 400.00 | 1,200.00 | 400.00 | 1,200.00 | 150.00 | 450.00 | 200.00 | 600.00 |
| 740-01 | construction layout | lump | LUMP | 3,000.00 | 3,000.00 | 8,500.00 | 8,500.00 | 7,500.00 | 7,500.00 | 12,500.00 | 12,500.00 |
| 744-01 | traffic control management | lump | LUMP | 100.00 | 100.00 | 28,500.00 | 28,500.00 | 30,000.00 | 30,000.00 | 8,500.00 | 8,500.00 |
| S-001 | full depth sawcutting of existing portland cement concrete drives |
1,817 | INFT | 2.00 | 3,634.00 | 2.25 | 4,088.25 | 3.00 | 5,451.00 | 5.00 | 9,085.00 |
| S-002 | cement treatment (12" thick) | 7,691 | SQYD | 7.00 | 53,837.00 | 6.00 | 46,146.00 | 8.00 | 61,528.00 | 6.50 | 49,991.50 |
| CONTRACTOR TOTAL | 691,643.63 | 696,350.96 | 721,626.55 | 735,048.11 | |||||||