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| DBE GOAL FED | |||
| Lead Project: 020-08-0028 | |||
| Parish: E CARROLL | |||
| Routes: US 65 | |||
| Description: HOLLYBROOK - DELTA SOUTHERN R/R | |||
| Type Const:
grading, drainage structures, lime treatment, cold planing asphaltic pavement, superpave asphaltic concrete pavement, asphaltic surface treatment, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $2,272,795.98 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,594,686.73 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
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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 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 1,758.2 | SQYD | 8.00 | 14,065.60 | 5.29 | 9,300.87 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | 22,000.00 | 22,000.00 | ||||
| 203-08 | borrow (vehicular measurement) | 3,900 | CUYD | 9.00 | 35,100.00 | 10.45 | 40,755.00 | ||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 885 | CUYD | 11.00 | 9,735.00 | 17.71 | 15,673.35 | ||||
| 304-01 | lime | 42.20 | TON | 150.00 | 6,330.00 | 116.40 | 4,912.08 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 3,825 | SQYD | 4.00 | 15,300.00 | 6.32 | 24,174.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
150 | CUYD | 19.00 | 2,850.00 | 27.57 | 4,135.50 | ||||
| 502-01 | superpave asphaltic concrete | 16,578.4 | TON | 58.00 | 961,547.20 | 66.85 | 1,108,266.04 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
326.1 | TON | 58.00 | 18,913.80 | 176.59 | 57,585.99 | ||||
| 507-01-B | asphaltic surface treatment (2 applications) | 88,286 | SQYD | 1.75 | 154,500.50 | 2.75 | 242,786.50 | ||||
| 509-01 | cold planing asphaltic pavement | 80,711 | SQYD | 1.00 | 80,711.00 | 1.68 | 135,594.48 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,934 | CUYD | 0.01 | - 29.34 | 0.10 | - 293.40 | ||||
| 701-10-E | reinforced concrete pipe (extension)(12") | 6 | LNFT | 125.00 | 750.00 | 132.00 | 792.00 | ||||
| 701-10-G | reinforced concrete pipe (extension)(18") | 4 | LNFT | 205.00 | 820.00 | 220.00 | 880.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 66 | LNFT | 155.00 | 10,230.00 | 165.00 | 10,890.00 | ||||
| 701-12-G | corrugated metal pipe (extension)(18") | 22 | LNFT | 80.00 | 1,760.00 | 82.50 | 1,815.00 | ||||
| 701-12-H | corrugated metal pipe (extension)(21") | 8 | LNFT | 84.00 | 672.00 | 85.25 | 682.00 | ||||
| 701-12-I | corrugated metal pipe (extension)(24") | 20 | LNFT | 90.00 | 1,800.00 | 93.50 | 1,870.00 | ||||
| 701-15 | concrete collar | 13 | EACH | 550.00 | 7,150.00 | 572.00 | 7,436.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 2,500.00 | 2,500.00 | 2,640.00 | 2,640.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 17 | EACH | 1,500.00 | 25,500.00 | 1,551.00 | 26,367.00 | ||||
| 702-07-B | cross drain safety end (type 2) | 2 | EACH | 3,700.00 | 7,400.00 | 3,850.00 | 7,700.00 | ||||
| 702-07-D | cross drain safety end (type 4) | 4 | EACH | 7,000.00 | 28,000.00 | 7,370.00 | 29,480.00 | ||||
| 702-08-A | side drain safety end (type 1) | 96 | EACH | 1,350.00 | 129,600.00 | 1,551.00 | 148,896.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 68,000.00 | 68,000.00 | 7,510.80 | 7,510.80 | ||||
| 713-03-C | temporary pavement markings (8" width) | 150 | LNFT | 2.00 | 300.00 | 0.22 | 33.00 | ||||
| 713-03-D | temporary pavement markings (12" width) | 2,594 | LNFT | 0.80 | 2,075.20 | 0.33 | 856.02 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.273 | MILE | 165.00 | 1,860.04 | 330.00 | 3,720.09 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.295 | MILE | 160.00 | 1,487.20 | 330.00 | 3,067.35 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 29.527 | MILE | 255.00 | 7,529.38 | 660.00 | 19,487.82 | ||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 3 | EACH | 200.00 | 600.00 | 1.65 | 4.95 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 1,557 | EACH | 1.05 | 1,634.85 | 0.39 | 607.23 | ||||
| 716-01-A | mulch (vegetative) | 7.29 | ACRE | 325.00 | 2,369.25 | 660.00 | 4,811.40 | ||||
| 717-01 | seeding | 146 | LB | 7.00 | 1,022.00 | 7.70 | 1,124.20 | ||||
| 718-01 | fertilizer | 3,644 | LB | 0.45 | 1,639.80 | 0.28 | 1,020.32 | ||||
| 724-01-C | pavement patching (18" minimum thickness) | 1,828 | SQYD | 85.00 | 155,380.00 | 94.78 | 173,257.84 | ||||
| 724-03 | pavement joint repair | 1,200.0 | TON | 80.00 | 96,000.00 | 119.58 | 143,496.00 | ||||
| 726-01 | bedding material | 576.0 | CUYD | 67.50 | 38,880.00 | 74.25 | 42,768.00 | ||||
| 727-01 | mobilization | lump | LUMP | 175,000.00 | 175,000.00 | 112,500.00 | 112,500.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,557 | EACH | 6.50 | 10,120.50 | 5.23 | 8,143.11 | ||||
| 732-01-C | plastic pavement striping (8" width) | 75 | LNFT | 11.00 | 825.00 | 0.88 | 66.00 | ||||
| 732-01-D | plastic pavement striping (12" width) | 1,297 | LNFT | 5.00 | 6,485.00 | 2.64 | 3,424.08 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.842 | MILE | 3,250.00 | 31,986.50 | 2,057.00 | 20,244.99 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.098 | MILE | 1,250.00 | 3,872.50 | 848.00 | 2,627.10 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 1,000.00 | 1,000.00 | 440.00 | 440.00 | ||||
| 735-01 | mailboxes | 14 | EACH | 5.00 | 70.00 | 16.00 | 224.00 | ||||
| 735-02 | mailbox supports (single) | 14 | EACH | 130.00 | 1,820.00 | 140.00 | 1,960.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | ||||
| S-001 | rumble strips (ground-in) | 7.5 | MILE | 950.00 | 7,125.00 | 715.00 | 5,362.50 | ||||
| S-002 | cement treated base course | 12,232 | SQYD | 6.50 | 79,508.00 | 9.36 | 114,491.52 | ||||
| CONTRACTOR TOTAL | 2,272,795.98 | 2,594,686.73 | |||||||||