| |||
| Lead Project: 861-08-0017 | |||
| Parish: W BATON ROUGE | |||
| Routes: LA 989-1 | |||
| Description: LA 989-2 - END OF CONTROL | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, superpave asphaltic concrete overlay, cement treated base course, pavement patching and related work. | |||
| Estimated Construction Cost: $2,342,617.88 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $2,166,710.54 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,246,347.80 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,355,844.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - COASTAL BRIDGE 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 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 260 | SQYD | 10.00 | 2,600.00 | 30.00 | 7,800.00 | 15.00 | 3,900.00 | ||
| 203-07 | borrow (vehicular measurement) | 300 | CUYD | 10.00 | 3,000.00 | 25.00 | 7,500.00 | 20.00 | 6,000.00 | ||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 5,410 | CUYD | 10.00 | 54,100.00 | 18.00 | 97,380.00 | 1.00 | 5,410.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 100.00 | 1,000.00 | 200.00 | 2,000.00 | 100.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 43,824 | LNFT | 1.35 | 59,162.40 | 1.50 | 65,736.00 | 0.20 | 8,764.80 | ||
| 304-01 | lime | 44.77 | TON | 100.00 | 4,477.00 | 150.00 | 6,715.50 | 150.00 | 6,715.50 | ||
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 1,278 | SQYD | 3.00 | 3,834.00 | 4.50 | 5,751.00 | 1.50 | 1,917.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 2,555 | SQYD | 3.00 | 7,665.00 | 8.50 | 21,717.50 | 1.00 | 2,555.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 51,104 | SQYD | 8.00 | 408,832.00 | 8.00 | 408,832.00 | 7.75 | 396,056.00 | ||
| 308-02 | removal of existing patches | 200 | SQYD | 2.00 | 400.00 | 20.00 | 4,000.00 | 50.00 | 10,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,816 | CUYD | 20.00 | 36,320.00 | 50.00 | 90,800.00 | 1.00 | 1,816.00 | ||
| 502-01 | superpave asphaltic concrete | 12,214.7 | TON | 60.00 | 732,882.00 | 70.00 | 855,029.00 | 76.00 | 928,317.20 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,735.7 | TON | 130.00 | 225,641.00 | 100.00 | 173,570.00 | 5.00 | 8,678.50 | ||
| 509-01 | cold planing asphaltic pavement | 63,454 | SQYD | 2.00 | 126,908.00 | 2.00 | 126,908.00 | 6.25 | 396,587.50 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,644 | CUYD | 0.01 | - 26.44 | 0.00 | 0.00 | 1.00 | - 2,644.00 | ||
| 510-01-B | pavement patching (12" minimum thickness) | 715 | SQYD | 60.00 | 42,900.00 | 75.00 | 53,625.00 | 50.00 | 35,750.00 | ||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 40 | LNFT | 175.00 | 7,000.00 | 150.00 | 6,000.00 | 175.00 | 7,000.00 | ||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 56 | LNFT | 350.00 | 19,600.00 | 250.00 | 14,000.00 | 175.00 | 9,800.00 | ||
| 701-05-G | side drain pipe (18") | 40 | LNFT | 70.00 | 2,800.00 | 100.00 | 4,000.00 | 75.00 | 3,000.00 | ||
| 701-05-O | side drain pipe (48") | 112 | LNFT | 165.00 | 18,480.00 | 150.00 | 16,800.00 | 125.00 | 14,000.00 | ||
| 701-06-G | side drain pipe arch (42" equiv. rcpa) | 32 | LNFT | 170.00 | 5,440.00 | 250.00 | 8,000.00 | 150.00 | 4,800.00 | ||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 103,000.00 | 103,000.00 | 60,000.00 | 60,000.00 | 80,000.00 | 80,000.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 204 | LNFT | 0.50 | 102.00 | 2.00 | 408.00 | 0.90 | 183.60 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
16.644 | MILE | 500.00 | 8,322.00 | 350.00 | 5,825.40 | 1.00 | 16.64 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.186 | MILE | 10.00 | 121.86 | 350.00 | 4,265.10 | 290.00 | 3,533.94 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 12.872 | MILE | 10.00 | 128.72 | 500.00 | 6,436.00 | 425.00 | 5,470.60 | ||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 10 | EACH | 50.00 | 500.00 | 150.00 | 1,500.00 | 100.00 | 1,000.00 | ||
| 716-01-B | mulch (fiber) | 10.1 | TON | 700.00 | 7,070.00 | 750.00 | 7,575.00 | 650.00 | 6,565.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | ||
| 726-01 | bedding material | 111.8 | CUYD | 0.00 | 0.00 | 10.00 | 1,118.00 | 100.00 | 11,180.00 | ||
| 727-01 | mobilization | lump | LUMP | 118,000.00 | 118,000.00 | 60,000.00 | 60,000.00 | 240,000.00 | 240,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 60.00 | 600.00 | 70.00 | 700.00 | 65.00 | 650.00 | ||
| 731-02 | reflectorized raised pavement markers | 733 | EACH | 7.00 | 5,131.00 | 6.00 | 4,398.00 | 5.20 | 3,811.60 | ||
| 732-01-E | plastic pavement striping (24" width) | 90 | LNFT | 7.00 | 630.00 | 5.00 | 450.00 | 3.90 | 351.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.291 | MILE | 3,000.00 | 12,873.00 | 3,500.00 | 15,018.50 | 2,650.00 | 11,371.15 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.062 | MILE | 1,000.00 | 4,062.00 | 900.00 | 3,655.80 | 790.00 | 3,208.98 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 3 | EACH | 500.00 | 1,500.00 | 500.00 | 1,500.00 | 425.00 | 1,275.00 | ||
| 735-01 | mailboxes | 170 | EACH | 2.00 | 340.00 | 2.00 | 340.00 | 1.00 | 170.00 | ||
| 735-02 | mailbox supports (single) | 136 | EACH | 150.00 | 20,400.00 | 125.00 | 17,000.00 | 175.00 | 23,800.00 | ||
| 735-03 | mailbox supports (double) | 9 | EACH | 180.00 | 1,620.00 | 200.00 | 1,800.00 | 300.00 | 2,700.00 | ||
| 735-04 | mailbox supports (multiple) | 4 | EACH | 300.00 | 1,200.00 | 300.00 | 1,200.00 | 500.00 | 2,000.00 | ||
| 739-01 | hydro-seeding | 6.72 | ACRE | 1,000.00 | 6,720.00 | 1,200.00 | 8,064.00 | 900.00 | 6,048.00 | ||
| 740-01 | construction layout | lump | LUMP | 57,600.00 | 57,600.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||
| S-001 | saw cutting concrete driveways (6" deep) | 1,155 | LNFT | 5.00 | 5,775.00 | 6.00 | 6,930.00 | 7.00 | 8,085.00 | ||
| S-002 | saw cutting asphaltic concrete patches (12" deep) | 5,000 | LNFT | 5.00 | 25,000.00 | 5.00 | 25,000.00 | 1.00 | 5,000.00 | ||
| CONTRACTOR TOTAL | 2,166,710.54 | 2,246,347.80 | 2,355,844.01 | ||||||||