| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 031-09-0028 | |||
| Parish: BEAUREGARD | |||
| Routes: LA 27 | |||
| Description: TIMBER ROCK RAILROAD OVERPASS REMOVAL & PAVEMENT REHAB. | |||
| Type Const:
grading, cold planing, class ii base course, in-place stabilized base course, lime treatment, superpave asphaltic concrete, and related work. | |||
| Estimated Construction Cost: $7,836,287.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $5,744,753.44 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $5,889,488.03 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,014,572.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 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 | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 27,000.00 | 27,000.00 | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-01 | removal of bridges (sta 116+54, 25' x 293' concrete bridge w/ timber piles) |
1 | EACH | 200,000.00 | 200,000.00 | 275,000.00 | 275,000.00 | 160,000.00 | 160,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 108 | SQYD | 19.00 | 2,052.00 | 25.00 | 2,700.00 | 11.00 | 1,188.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 6,561.3 | SQYD | 4.00 | 26,245.20 | 5.00 | 32,806.50 | 7.00 | 45,929.10 | ||
| 202-02-H | removal of guard rail | 557 | LNFT | 7.00 | 3,899.00 | 3.00 | 1,671.00 | 13.00 | 7,241.00 | ||
| 203-01 | general excavation | 91,450 | CUYD | 4.00 | 365,800.00 | 5.00 | 457,250.00 | 1.80 | 164,610.00 | ||
| 203-03 | embankment | 11,915 | CUYD | 7.00 | 83,405.00 | 10.00 | 119,150.00 | 6.00 | 71,490.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 165.00 | 660.00 | 500.00 | 2,000.00 | 200.00 | 800.00 | ||
| 204-06 | temporary silt fencing | 837 | LNFT | 6.00 | 5,022.00 | 2.00 | 1,674.00 | 2.00 | 1,674.00 | ||
| 302-02-A-01 | class ii base course (4" thick) (crushed stone or recycled pccp) |
12,425.0 | SQYD | 11.00 | 136,675.00 | 10.00 | 124,250.00 | 12.20 | 151,585.00 | ||
| 302-02-D-01 | class ii base course (8 1/2" thick) (soil cement) | 11,585.2 | SQYD | 14.00 | 162,192.80 | 12.00 | 139,022.40 | 11.00 | 127,437.20 | ||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 82,593 | SQYD | 5.75 | 474,909.75 | 6.14 | 507,121.02 | 6.75 | 557,502.75 | ||
| 304-01 | lime | 1,131.74 | TON | 1.00 | 1,131.74 | 170.00 | 192,395.80 | 100.00 | 113,174.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 83,452 | SQYD | 0.10 | 8,345.20 | 3.00 | 250,356.00 | 1.35 | 112,660.20 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 900.0 | CUYD | 12.00 | 10,800.00 | 1.00 | 900.00 | 25.00 | 22,500.00 | ||
| 502-01 | superpave asphaltic concrete | 36,258.5 | TON | 90.00 | 3,263,265.00 | 83.00 | 3,009,455.50 | 87.00 | 3,154,489.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts, and misc. |
673.3 | TON | 100.00 | 67,330.00 | 150.00 | 100,995.00 | 165.00 | 111,094.50 | ||
| 509-01 | cold planing asphaltic pavement | 83,436 | SQYD | 2.00 | 166,872.00 | 0.50 | 41,718.00 | 0.80 | 66,748.80 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 11,299 | CUYD | 0.10 | - 1,129.90 | 0.01 | - 112.99 | 1.00 | - 11,299.00 | ||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 144 | LNFT | 120.00 | 17,280.00 | 75.00 | 10,800.00 | 160.00 | 23,040.00 | ||
| 701-05-G | side drain pipe (18") | 188 | LNFT | 55.00 | 10,340.00 | 48.00 | 9,024.00 | 80.00 | 15,040.00 | ||
| 701-05-I | side drain pipe (24") | 56 | LNFT | 68.00 | 3,808.00 | 56.00 | 3,136.00 | 135.00 | 7,560.00 | ||
| 704-03 | blocked out guard rail | 225.0 | LNFT | 45.00 | 10,125.00 | 22.00 | 4,950.00 | 44.00 | 9,900.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 37.00 | 3,700.00 | 57.00 | 5,700.00 | 37.00 | 3,700.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 1,900.00 | 7,600.00 | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | ||
| 705-03 | single swinging walk gates | 1 | EACH | 525.00 | 525.00 | 500.00 | 500.00 | 500.00 | 500.00 | ||
| 705-06-A | chain link fence (4-foot height) | 116 | LNFT | 25.00 | 2,900.00 | 20.00 | 2,320.00 | 21.00 | 2,436.00 | ||
| 708-01 | right-of-way monument | 11 | EACH | 150.00 | 1,650.00 | 250.00 | 2,750.00 | 400.00 | 4,400.00 | ||
| 708-02 | right-of-way monument witness post | 11 | EACH | 52.00 | 572.00 | 250.00 | 2,750.00 | 400.00 | 4,400.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 28,000.00 | 28,000.00 | 125,000.00 | 125,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
16.410 | MILE | 150.00 | 2,461.50 | 400.00 | 6,564.00 | 200.00 | 3,282.00 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 32.820 | MILE | 600.00 | 19,692.00 | 600.00 | 19,692.00 | 400.00 | 13,128.00 | ||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 210.00 | 420.00 | ||
| 713-06 | temporary reflectorized raised pavement markers | 57 | EACH | 5.00 | 285.00 | 4.50 | 256.50 | 5.50 | 313.50 | ||
| 713-07 | temporary precast concrete barrier (contractor furnished) |
67 | EACH | 950.00 | 63,650.00 | 700.00 | 46,900.00 | 950.00 | 63,650.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 17,500.00 | 17,500.00 | 6,000.00 | 6,000.00 | 25,000.00 | 25,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 284,000.00 | 284,000.00 | 100,000.00 | 100,000.00 | 500,000.00 | 500,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 52.00 | 416.00 | 75.00 | 600.00 | 50.00 | 400.00 | ||
| 731-02 | reflectorized raised pavement markers | 722 | EACH | 5.00 | 3,610.00 | 4.50 | 3,249.00 | 6.00 | 4,332.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 72 | LNFT | 3.25 | 234.00 | 3.00 | 216.00 | 5.00 | 360.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.069 | MILE | 2,350.00 | 28,362.15 | 2,200.00 | 26,551.80 | 2,500.00 | 30,172.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 5.470 | MILE | 625.00 | 3,418.75 | 600.00 | 3,282.00 | 850.00 | 4,649.50 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 400.00 | 800.00 | 375.00 | 750.00 | 425.00 | 850.00 | ||
| 735-01 | mailboxes | 48 | EACH | 1.00 | 48.00 | 1.00 | 48.00 | 1.00 | 48.00 | ||
| 735-02 | mailbox supports (single) | 42 | EACH | 100.00 | 4,200.00 | 120.00 | 5,040.00 | 115.00 | 4,830.00 | ||
| 735-03 | mailbox supports (double) | 3 | EACH | 130.00 | 390.00 | 175.00 | 525.00 | 130.00 | 390.00 | ||
| 739-01 | hydro-seeding | 8.49 | ACRE | 1,100.00 | 9,339.00 | 1,100.00 | 9,339.00 | 1,200.00 | 10,188.00 | ||
| 740-01 | construction layout | lump | LUMP | 47,000.00 | 47,000.00 | 7,000.00 | 7,000.00 | 35,000.00 | 35,000.00 | ||
| 741-08 | relocating water meter | 5 | EACH | 400.00 | 2,000.00 | 500.00 | 2,500.00 | 500.00 | 2,500.00 | ||
| 741-09 | adjusting water house connections | 3 | EACH | 415.00 | 1,245.00 | 400.00 | 1,200.00 | 400.00 | 1,200.00 | ||
| 741-10 | adjusting water service lines | 300 | LNFT | 6.00 | 1,800.00 | 6.00 | 1,800.00 | 25.00 | 7,500.00 | ||
| 741-11 | adjusting water valve and meter box | 3 | EACH | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 700.00 | 2,100.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 3 | EACH | 300.00 | 900.00 | 300.00 | 900.00 | 500.00 | 1,500.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 300 | LNFT | 8.00 | 2,400.00 | 8.00 | 2,400.00 | 25.00 | 7,500.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 12.34 | CUYD | 1,100.00 | 13,574.00 | 1,000.00 | 12,340.00 | 1,400.00 | 17,276.00 | ||
| 805-12-M-01 | reinforced concrete box culverts (6'x 6') (extension) (4 barrell) |
144.0 | LNFT | 600.00 | 86,400.00 | 700.00 | 100,800.00 | 600.00 | 86,400.00 | ||
| 806-01 | deformed reinforcing steel | 1,141 | LB | 3.25 | 3,708.25 | 2.50 | 2,852.50 | 2.00 | 2,282.00 | ||
| S-001 | adjusting gas house connections | 3 | EACH | 415.00 | 1,245.00 | 400.00 | 1,200.00 | 2,000.00 | 6,000.00 | ||
| S-002 | adjusting gas service line | 100 | LNFT | 14.00 | 1,400.00 | 15.00 | 1,500.00 | 25.00 | 2,500.00 | ||
| S-003 | impact attenuators (construction zone) | 2 | EACH | 10,000.00 | 20,000.00 | 18,000.00 | 36,000.00 | 11,500.00 | 23,000.00 | ||
| CONTRACTOR TOTAL | 5,744,753.44 | 5,889,488.03 | 6,014,572.55 | ||||||||