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| DBE GOAL FED | |||
| Lead Project: 270-02-0019 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 441 | |||
| Description: JCT. U.S. 190 - EAST JCT. LA 442 | |||
| Type Const:
grading, drainage structures, cold planing asphaltic concrete, cement treated bc, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $1,213,118.20 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,292,717.34 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,379,433.79 |
| 00046 | BARBER BROS. CONTRACTING CO., L.L.C | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - COASTAL BRIDGE CO., L.L.C. |
BARBER BROS. CONTRACTING CO., L.L.C |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 2,468 | CUYD | 10.00 | 24,680.00 | 15.00 | 37,020.00 | 1.00 | 2,468.00 | 14.00 | 34,552.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 3,000 | CUYD | 10.00 | 30,000.00 | 12.00 | 36,000.00 | 1.00 | 3,000.00 | 10.00 | 30,000.00 |
| 204-02 | temporary hay or straw bales | 16 | EACH | 8.00 | 128.00 | 8.26 | 132.16 | 8.00 | 128.00 | 12.00 | 192.00 |
| 204-06 | temporary silt fencing | 160 | LNFT | 3.60 | 576.00 | 2.10 | 336.00 | 2.00 | 320.00 | 3.00 | 480.00 |
| 303-02 | removal of existing patches | 500 | SQYD | 6.00 | 3,000.00 | 27.89 | 13,945.00 | 15.00 | 7,500.00 | 15.00 | 7,500.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 477.5 | CUYD | 35.00 | 16,712.50 | 27.77 | 13,260.17 | 15.00 | 7,162.50 | 25.00 | 11,937.50 |
| 502-01 | superpave asphaltic concrete | 11,656.7 | TON | 47.00 | 547,864.90 | 42.68 | 497,507.95 | 52.00 | 606,148.40 | 48.00 | 559,521.60 |
| 502-01-A | superpave asphaltic concrete, (paved drives & turnouts) | 1,737.3 | TON | 1.00 | 1,737.30 | 77.57 | 134,762.36 | 5.00 | 8,686.50 | 60.00 | 104,238.00 |
| 509-01-A | cold planing asphaltic pavement (2" thick) | 3,036 | SQYD | 1.50 | 4,554.00 | 1.79 | 5,434.44 | 2.00 | 6,072.00 | 1.60 | 4,857.60 |
| 509-01-B | cold planing asphaltic pavement (4" thick) | 47,251 | SQYD | 1.70 | 80,326.70 | 1.38 | 65,206.38 | 6.50 | 307,131.50 | 2.75 | 129,940.25 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 5,084 | CUYD | 9.00 | - 45,756.00 | 0.10 | - 508.40 | 25.00 | - 127,100.00 | FREE | FREE |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa or 24" equiv. cmpa) |
80 | LNFT | 75.00 | 6,000.00 | 59.91 | 4,792.80 | 65.00 | 5,200.00 | 80.00 | 6,400.00 |
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
72 | LNFT | 80.00 | 5,760.00 | 72.31 | 5,206.32 | 67.00 | 4,824.00 | 85.00 | 6,120.00 |
| 701-02-E/F | cross drain pipe arch (30" equiv. rcpa or 36" equiv. cmpa) |
120 | LNFT | 100.00 | 12,000.00 | 87.80 | 10,536.00 | 75.00 | 9,000.00 | 110.00 | 13,200.00 |
| 711-03-C | riprap (30 lb) | 80.0 | TON | 80.00 | 6,400.00 | 77.47 | 6,197.60 | 77.00 | 6,160.00 | 70.00 | 5,600.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | 6,100.00 | 6,100.00 | 45,000.00 | 45,000.00 | 25,000.00 | 25,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 120 | LNFT | 1.00 | 120.00 | 0.93 | 111.60 | 0.90 | 108.00 | 1.00 | 120.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.730 | MILE | 130.00 | 744.90 | 362.00 | 2,074.26 | 300.00 | 1,719.00 | 400.00 | 2,292.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
1.830 | MILE | 10.00 | 18.30 | 285.00 | 521.55 | 275.00 | 503.25 | 350.00 | 640.50 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 43.140 | MILE | 20.00 | 862.80 | 439.00 | 18,938.46 | 1.00 | 43.14 | 470.00 | 20,275.80 |
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 100.00 | 600.00 | 104.00 | 624.00 | 100.00 | 600.00 | 150.00 | 900.00 |
| 722-01 | project site laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | 7,500.00 | 7,500.00 |
| 726-01 | bedding material | 23.7 | CUYD | 50.00 | 1,185.00 | 41.32 | 979.28 | 75.00 | 1,777.50 | 55.00 | 1,303.50 |
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 27,250.00 | 27,250.00 | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 60.00 | 960.00 | 67.14 | 1,074.24 | 65.00 | 1,040.00 | 65.00 | 1,040.00 |
| 731-02 | reflectorized raised pavement markers | 560 | EACH | 5.00 | 2,800.00 | 5.06 | 2,833.60 | 4.90 | 2,744.00 | 5.50 | 3,080.00 |
| 732-01-E | plastic pavement striping (24" width) | 40 | LNFT | 3.00 | 120.00 | 2.58 | 103.20 | 2.50 | 100.00 | 3.00 | 120.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 14.380 | MILE | 1,700.00 | 24,446.00 | 1,808.00 | 25,999.04 | 1,750.00 | 25,165.00 | 2,000.00 | 28,760.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.910 | MILE | 700.00 | 1,337.00 | 724.00 | 1,382.84 | 700.00 | 1,337.00 | 1,000.00 | 1,910.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 350.00 | 700.00 | 362.00 | 724.00 | 350.00 | 700.00 | 500.00 | 1,000.00 |
| 735-01 | mailboxes | 72 | EACH | 1.00 | 72.00 | 12.00 | 864.00 | 1.00 | 72.00 | 2.00 | 144.00 |
| 735-02 | mailbox supports (single) | 72 | EACH | 120.00 | 8,640.00 | 171.00 | 12,312.00 | 200.00 | 14,400.00 | 120.00 | 8,640.00 |
| 736-09 | loop detector | 150 | LNFT | 12.00 | 1,800.00 | 10.33 | 1,549.50 | 10.00 | 1,500.00 | 12.00 | 1,800.00 |
| 736-10 | underground junction box | 1 | EACH | 300.00 | 300.00 | 235.00 | 235.00 | 225.00 | 225.00 | 250.00 | 250.00 |
| 739-01 | hydro-seeding | 4.50 | ACRE | 900.00 | 4,050.00 | 830.00 | 3,735.00 | 850.00 | 3,825.00 | 1,000.00 | 4,500.00 |
| 740-01 | construction layout | lump | LUMP | 13,000.00 | 13,000.00 | 23,655.00 | 23,655.00 | 35,000.00 | 35,000.00 | 36,000.00 | 36,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 40.34 | CUYD | 800.00 | 32,272.00 | 723.05 | 29,167.83 | 750.00 | 30,255.00 | 900.00 | 36,306.00 |
| 806-01 | deformed reinforcing steel | 2,828 | LB | 2.50 | 7,070.00 | 0.67 | 1,894.76 | 2.25 | 6,363.00 | 1.00 | 2,828.00 |
| S-001 | cement treated base course (5% by volume)(12 in depth) | 59,064 | SQYD | 3.70 | 218,536.80 | 4.60 | 271,694.40 | 4.00 | 236,256.00 | 4.50 | 265,788.00 |
| S-002 | u-channel post installation | 70 | EACH | 50.00 | 3,500.00 | 77.50 | 5,425.00 | 50.00 | 3,500.00 | 60.00 | 4,200.00 |
| S-003 | cleaning existing ditches | 8,000 | LNFT | 2.00 | 16,000.00 | 2.58 | 20,640.00 | 1.00 | 8,000.00 | 3.00 | 24,000.00 |
| CONTRACTOR TOTAL | 1,213,118.20 | 1,292,717.34 | 1,379,433.79 | IRREGULAR | |||||||