| |||
| Lead Project: 022-03-0047 | |||
| Parish: WINN | |||
| Routes: US 84 | |||
| Description: PINEY WOODS CR. - LASALLE PARISH | |||
| Type Const:
scarifying, surface preparation, asphlatic surface treatment, pavement patching, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $2,403,401.01 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,355,263.92 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,668,864.79 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,689,475.13 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 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 | ||||
| 306-02-A | scarifying and compacting roadbed (6" thick) | 69,393 | SQYD | 1.30 | 90,210.90 | 0.75 | 52,044.75 | 2.00 | 138,786.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
6,000 | CUYD | 32.00 | 192,000.00 | 76.00 | 456,000.00 | 90.00 | 540,000.00 | ||
| 502-01 | superpave asphaltic concrete | 15,950.2 | TON | 85.00 | 1,355,767.00 | 81.41 | 1,298,505.78 | 75.00 | 1,196,265.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
280.1 | TON | 155.00 | 43,415.50 | 185.00 | 51,818.50 | 175.00 | 49,017.50 | ||
| 507-01-A | asphaltic material (crs-2p cold applied emulsion) | 70,783 | GAL | 2.35 | 166,340.05 | 2.25 | 159,261.75 | 2.50 | 176,957.50 | ||
| 507-02-B | aggregate (s2) | 104,093 | SQYD | 1.11 | 115,543.23 | 1.10 | 114,502.30 | 0.90 | 93,683.70 | ||
| 507-02-C | aggregate (s3) | 104,093 | SQYD | 1.05 | 109,297.65 | 1.00 | 104,093.00 | 0.90 | 93,683.70 | ||
| 509-01 | cold planing asphaltic pavement | 800 | SQYD | 11.00 | 8,800.00 | 15.00 | 12,000.00 | 9.00 | 7,200.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 30 | CUYD | 0.01 | - 0.30 | 0.10 | - 3.00 | 0.01 | - 0.30 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 800 | SQYD | 105.00 | 84,000.00 | 90.00 | 72,000.00 | 80.00 | 64,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 22,000.00 | 22,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.635 | MILE | 180.00 | 1,374.30 | 150.00 | 1,145.25 | 350.00 | 2,672.25 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.228 | MILE | 300.00 | 2,168.40 | 275.00 | 1,987.70 | 1.00 | 7.23 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 22.648 | MILE | 1.00 | 22.65 | 550.00 | 12,456.40 | 1.00 | 22.65 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 3,904 | EACH | 1.51 | 5,895.04 | 1.50 | 5,856.00 | 1.20 | 4,684.80 | ||
| 716-01-B | mulch (fiber) | 15.5 | TON | 650.00 | 10,075.00 | 520.00 | 8,060.00 | 530.00 | 8,215.00 | ||
| 717-01 | seeding | 466 | LB | 10.00 | 4,660.00 | 7.50 | 3,495.00 | 7.75 | 3,611.50 | ||
| 718-01 | fertilizer | 15,544 | LB | 0.35 | 5,440.40 | 0.39 | 6,062.16 | 0.40 | 6,217.60 | ||
| 727-01 | mobilization | lump | LUMP | 45,000.00 | 45,000.00 | 138,000.00 | 138,000.00 | 110,000.00 | 110,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 976 | EACH | 7.00 | 6,832.00 | 5.00 | 4,880.00 | 5.75 | 5,612.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.234 | MILE | 2,150.00 | 39,203.10 | 2,300.00 | 41,938.20 | 2,300.00 | 41,938.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.744 | MILE | 1,000.00 | 6,744.00 | 750.00 | 5,058.00 | 700.00 | 4,720.80 | ||
| 735-01 | mailboxes | 3 | EACH | 5.00 | 15.00 | 1.00 | 3.00 | 100.00 | 300.00 | ||
| 735-02 | mailbox supports (single) | 3 | EACH | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 600.00 | 1,800.00 | ||
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | ||
| S-001 | surface preparation | lump | LUMP | 17,000.00 | 17,000.00 | 90,000.00 | 90,000.00 | 70,000.00 | 70,000.00 | ||
| S-002 | saw cutting | 14,400 | inft | 0.90 | 12,960.00 | 0.50 | 7,200.00 | 0.70 | 10,080.00 | ||
| CONTRACTOR TOTAL | 2,355,263.92 | 2,668,864.79 | 2,689,475.13 | ||||||||