| |||
| Lead Project: 862-21-0017 | |||
| Parish: W CARROLL | |||
| Routes: LA 588 | |||
| Description: JCT. LA 17 - JCT. COPES RD. | |||
| Type Const:
grading, superpave asphaltic concrete pavement, portland concrete cement pavement, asphaltic surface treatment, and related work. | |||
| Estimated Construction Cost: $1,313,690.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,491,156.63 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $1,531,783.38 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,934,585.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 10.00 | 10.00 | 10,000.00 | 10,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 44 | SQYD | 15.00 | 660.00 | 25.00 | 1,100.00 | 50.00 | 2,200.00 | ||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 3,136 | CUYD | 20.00 | 62,720.00 | 10.00 | 31,360.00 | 25.00 | 78,400.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
275 | CUYD | 60.00 | 16,500.00 | 65.00 | 17,875.00 | 125.00 | 34,375.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 790.0 | CUYD | 32.00 | 25,280.00 | 15.00 | 11,850.00 | 20.00 | 15,800.00 | ||
| 502-01 | superpave asphaltic concrete | 8,162.3 | TON | 65.00 | 530,549.50 | 74.00 | 604,010.20 | 100.00 | 816,230.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
123.0 | TON | 125.00 | 15,375.00 | 150.00 | 18,450.00 | 300.00 | 36,900.00 | ||
| 706-02-C | concrete drive (6" thick) | 31.2 | SQYD | 77.00 | 2,402.40 | 62.00 | 1,934.40 | 75.00 | 2,340.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 27,000.00 | 27,000.00 | 80,000.00 | 80,000.00 | 18,000.00 | 18,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.270 | MILE | 200.00 | 1,054.00 | 250.00 | 1,317.50 | 400.00 | 2,108.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.035 | MILE | 10.00 | 70.35 | 1.00 | 7.04 | 450.00 | 3,165.75 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 13.288 | MILE | 10.00 | 132.88 | 1.00 | 13.29 | 800.00 | 10,630.40 | ||
| 716-01-A | mulch (vegetative) | 10.22 | ACRE | 900.00 | 9,198.00 | 755.00 | 7,716.10 | 800.00 | 8,176.00 | ||
| 717-01 | seeding | 230 | LB | 8.00 | 1,840.00 | 7.00 | 1,610.00 | 9.00 | 2,070.00 | ||
| 718-01 | fertilizer | 5,110 | LB | 0.50 | 2,555.00 | 0.50 | 2,555.00 | 0.50 | 2,555.00 | ||
| 727-01 | mobilization | lump | LUMP | 149,000.00 | 149,000.00 | 115,000.00 | 115,000.00 | 180,000.00 | 180,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 697 | EACH | 5.00 | 3,485.00 | 7.55 | 5,262.35 | 7.00 | 4,879.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.288 | MILE | 2,500.00 | 33,220.00 | 2,500.00 | 33,220.00 | 2,800.00 | 37,206.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.035 | MILE | 100.00 | 703.50 | 1,000.00 | 7,035.00 | 1,200.00 | 8,442.00 | ||
| 735-01 | mailboxes | 30 | EACH | 20.00 | 600.00 | 1.00 | 30.00 | 25.00 | 750.00 | ||
| 735-02 | mailbox supports (single) | 26 | EACH | 200.00 | 5,200.00 | 126.00 | 3,276.00 | 150.00 | 3,900.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 600.00 | 1,200.00 | 135.00 | 270.00 | 200.00 | 400.00 | ||
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 90,000.00 | 90,000.00 | ||
| S-001 | cement treated base course (12 in depth) | 77,294 | SQYD | 6.50 | 502,411.00 | 7.25 | 560,381.50 | 7.00 | 541,058.00 | ||
| CONTRACTOR TOTAL | 1,491,156.63 | 1,531,783.38 | 1,934,585.55 | ||||||||