| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 156-02-0013 | |||
| Parish: UNION | |||
| Routes: LA 15 | |||
| Description: LA 15 RECONSTRUCTION | |||
| Type Const:
grading, drainage structures, class ii base course, lime treatment, superpave asphaltic concrete pavement overlay, and related work. | |||
| Estimated Construction Cost: $2,755,285.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J CONSTRUCTION CO., INC. | $3,260,976.15 |
| 2 | 02268 | SOIL STABILIZERS, INC. | $3,558,935.60 |
| 3 | 15099 | AMETHYST CONSTRUCTION, INC. | $4,046,174.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - D & J CONSTRUCTION CO., INC. |
- 2 - SOIL STABILIZERS, INC. |
- 3 - AMETHYST CONSTRUCTION, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta. 140+30.00, 4'x 3'x 45') |
1 | EACH | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta. 169+94.00, 5'x 5'x 42') |
1 | EACH | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | ||
| 203-01-A | general excavation (plan quantity) | 64,908 | CUYD | 7.50 | 486,810.00 | 6.00 | 389,448.00 | 15.00 | 973,620.00 | ||
| 203-02 | drainage excavation | 155 | CUYD | 20.00 | 3,100.00 | 17.00 | 2,635.00 | 25.00 | 3,875.00 | ||
| 203-03 | muck excavation | 1,243 | CUYD | 20.00 | 24,860.00 | 18.00 | 22,374.00 | 25.00 | 31,075.00 | ||
| 203-04-A | embankment (plan quantity) | 19,520 | CUYD | 10.00 | 195,200.00 | 12.00 | 234,240.00 | 18.00 | 351,360.00 | ||
| 204-02 | temporary hay or straw bales | 100 | EACH | 10.00 | 1,000.00 | 12.00 | 1,200.00 | 20.00 | 2,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 30 | EACH | 85.00 | 2,550.00 | 300.00 | 9,000.00 | 250.00 | 7,500.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 10 | EACH | 1,600.00 | 16,000.00 | 1,800.00 | 18,000.00 | 750.00 | 7,500.00 | ||
| 204-06 | temporary silt fencing | 10,331 | LNFT | 2.00 | 20,662.00 | 5.00 | 51,655.00 | 3.00 | 30,993.00 | ||
| 302-02-D-01 | class ii base course (12" thick)(soil cement) | 24,013.2 | SQYD | 18.00 | 432,237.60 | 15.00 | 360,198.00 | 9.50 | 228,125.40 | ||
| 304-01 | lime | 336.78 | TON | 140.00 | 47,149.20 | 145.00 | 48,833.10 | 125.00 | 42,097.50 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 23,758 | SQYD | 2.75 | 65,334.50 | 3.00 | 71,274.00 | 3.00 | 71,274.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
874.3 | CUYD | 35.00 | 30,600.50 | 80.00 | 69,944.00 | 45.00 | 39,343.50 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,200.0 | CUYD | 20.00 | 44,000.00 | 70.00 | 154,000.00 | 50.00 | 110,000.00 | ||
| 502-01 | superpave asphaltic concrete | 4,172.0 | TON | 95.00 | 396,340.00 | 100.00 | 417,200.00 | 120.00 | 500,640.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
169.9 | TON | 200.00 | 33,980.00 | 275.00 | 46,722.50 | 140.00 | 23,786.00 | ||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 104 | LNFT | 300.00 | 31,200.00 | 235.00 | 24,440.00 | 350.00 | 36,400.00 | ||
| 701-02-L | cross drain pipe arch (72" equiv. rcpa) | 344 | LNFT | 500.00 | 172,000.00 | 475.00 | 163,400.00 | 1,200.00 | 412,800.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 448 | LNFT | 100.00 | 44,800.00 | 75.00 | 33,600.00 | 50.00 | 22,400.00 | ||
| 701-05-G | side drain pipe (18") | 244 | LNFT | 60.00 | 14,640.00 | 100.00 | 24,400.00 | 60.00 | 14,640.00 | ||
| 701-15 | concrete collar | 2 | EACH | 1,250.00 | 2,500.00 | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | ||
| 702-03-A | catch basins (cb-01) | 6 | EACH | 4,500.00 | 27,000.00 | 4,000.00 | 24,000.00 | 4,500.00 | 27,000.00 | ||
| 705-01 | barbed wire fence | 5,367 | LNFT | 7.00 | 37,569.00 | 10.00 | 53,670.00 | 5.00 | 26,835.00 | ||
| 705-04 | single swinging driveway gates | 3 | EACH | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 350.00 | 1,050.00 | ||
| 705-06-C | chain link fence (6-foot height) | 450 | LNFT | 20.00 | 9,000.00 | 26.00 | 11,700.00 | 20.00 | 9,000.00 | ||
| 708-01 | right-of-way monument | 45 | EACH | 150.00 | 6,750.00 | 300.00 | 13,500.00 | 200.00 | 9,000.00 | ||
| 708-02 | right-of-way monument witness post | 45 | EACH | 125.00 | 5,625.00 | 275.00 | 12,375.00 | 200.00 | 9,000.00 | ||
| 711-01-C | riprap (30 lb, 14" thickness) | 2,319 | SQYD | 75.00 | 173,925.00 | 80.00 | 185,520.00 | 40.00 | 92,760.00 | ||
| 711-04 | geotextile fabric | 2,319 | SQYD | 5.00 | 11,595.00 | 4.00 | 9,276.00 | 3.00 | 6,957.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 175,000.00 | 175,000.00 | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.800 | MILE | 350.00 | 980.00 | 400.00 | 1,120.00 | 2,500.00 | 7,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 5.300 | MILE | 500.00 | 2,650.00 | 400.00 | 2,120.00 | 3,500.00 | 18,550.00 | ||
| 716-01-A | mulch (vegetative) | 4.74 | ACRE | 750.00 | 3,555.00 | 1,000.00 | 4,740.00 | 1,000.00 | 4,740.00 | ||
| 717-01 | seeding | 190 | LB | 9.00 | 1,710.00 | 10.00 | 1,900.00 | 20.00 | 3,800.00 | ||
| 718-01 | fertilizer | 4,740 | LB | 0.50 | 2,370.00 | 0.75 | 3,555.00 | 3.00 | 14,220.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | ||
| 726-01 | bedding material | 200.0 | CUYD | 85.00 | 17,000.00 | 85.00 | 17,000.00 | 50.00 | 10,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 300,000.00 | 300,000.00 | 250,000.00 | 250,000.00 | 200,000.00 | 200,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 6 | EACH | 100.00 | 600.00 | 125.00 | 750.00 | 150.00 | 900.00 | ||
| 731-02 | reflectorized raised pavement markers | 211 | EACH | 9.00 | 1,899.00 | 9.00 | 1,899.00 | 6.00 | 1,266.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 135 | LNFT | 7.00 | 945.00 | 10.00 | 1,350.00 | 5.00 | 675.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.836 | MILE | 3,600.00 | 10,209.60 | 4,000.00 | 11,344.00 | 3,500.00 | 9,926.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.000 | MILE | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | ||
| 735-01 | mailboxes | 1 | EACH | 30.00 | 30.00 | 50.00 | 50.00 | 30.00 | 30.00 | ||
| 735-02 | mailbox supports (single) | 1 | EACH | 175.00 | 175.00 | 300.00 | 300.00 | 150.00 | 150.00 | ||
| 740-01 | construction layout | lump | LUMP | 70,000.00 | 70,000.00 | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 25.46 | CUYD | 1,800.00 | 45,828.00 | 1,200.00 | 30,552.00 | 1,200.00 | 30,552.00 | ||
| 806-01 | deformed reinforcing steel | 1,417 | LB | 2.75 | 3,896.75 | 3.00 | 4,251.00 | 2.00 | 2,834.00 | ||
| CONTRACTOR TOTAL | 3,260,976.15 | 3,558,935.60 | 4,046,174.40 | ||||||||