| |||
| Lead Project: 451-02-0051 | |||
| Parish: BOSSIER | |||
| Routes: I-20 | |||
| Description: INDUSTRIAL DRIVE TO FIFI BAYOU | |||
| Type Const:
grading, rubblizing pcc pavement, cold planing asphaltic pavement, superpave asphaltic concrete pavement and related work | |||
| Estimated Construction Cost: $8,889,657.48 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | MADDEN CONTRACTING CO., INC. | $7,700,846.11 |
| 2 | 17464 | BENTON & BROWN, LLC. | $8,724,937.63 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - MADDEN CONTRACTING CO., INC. |
- 2 - BENTON & BROWN, LLC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-C | removal of portland cement concrete pavement | 8,314 | SQYD | 21.00 | 174,594.00 | 6.00 | 49,884.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 6,102.6 | SQYD | 10.00 | 61,026.00 | 10.25 | 62,551.65 | ||||
| 203-07 | borrow (vehicular measurement) | 18,458 | CUYD | 14.00 | 258,412.00 | 18.00 | 332,244.00 | ||||
| 502-01 | superpave asphaltic concrete | 50,033.6 | TON | 95.00 | 4,753,192.00 | 95.00 | 4,753,192.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,500.0 | TON | 50.00 | 175,000.00 | 125.00 | 437,500.00 | ||||
| 508-01 | asphalt concrete (sma) wearing course | 7,370.9 | TON | 95.00 | 700,235.50 | 130.00 | 958,217.00 | ||||
| 509-01 | cold planing asphaltic pavement | 30,417 | SQYD | 2.25 | 68,438.25 | 2.50 | 76,042.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,744 | CUYD | 1.00 | - 1,744.00 | 0.10 | - 174.40 | ||||
| 703-01 | shoulder underdrain systems | 24,722 | LNFT | 8.80 | 217,553.60 | 15.00 | 370,830.00 | ||||
| 703-02 | shoulder outlet underdrains | 83 | EACH | 400.00 | 33,200.00 | 385.00 | 31,955.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 172.3 | SQYD | 80.00 | 13,784.00 | 85.00 | 14,645.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 245,000.00 | 245,000.00 | 423,000.00 | 423,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.449 | MILE | 500.00 | 2,224.50 | 330.00 | 1,468.17 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 36.588 | MILE | 735.00 | 26,892.18 | 800.00 | 29,270.40 | ||||
| 716-01-A | mulch (vegetative) | 13.7 | TON | 600.00 | 8,220.00 | 930.00 | 12,741.00 | ||||
| 727-01 | mobilization | lump | LUMP | 245,000.00 | 245,000.00 | 500,000.00 | 500,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 600 | EACH | 5.10 | 3,060.00 | 5.60 | 3,360.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.839 | MILE | 2,904.00 | 54,708.46 | 3,200.00 | 60,284.80 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.011 | MILE | 20,856.00 | 229.42 | 20,860.00 | 229.46 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.960 | MILE | 790.00 | 3,918.40 | 870.00 | 4,315.20 | ||||
| 732-05 | removal of existing markings | 4.952 | MILE | 5,400.00 | 26,740.80 | 5,900.00 | 29,216.80 | ||||
| 734-01 | rubblizing portland cement concrete pavement | 67,033 | SQYD | 4.00 | 268,132.00 | 2.85 | 191,044.05 | ||||
| 739-01 | hydro-seeding | 9.14 | ACRE | 1,500.00 | 13,710.00 | 1,600.00 | 14,624.00 | ||||
| 740-01 | construction layout | lump | LUMP | 75,000.00 | 75,000.00 | 6,600.00 | 6,600.00 | ||||
| S-001 | hauling and stockpiling p.c.c. pavement | lump | LUMP | 20,000.00 | 20,000.00 | 71,300.00 | 71,300.00 | ||||
| S-002 | rubblization prep. | lump | LUMP | 25,500.00 | 25,500.00 | 20,000.00 | 20,000.00 | ||||
| S-003 | pccp joint membrane | 3,248 | LNFT | 3.00 | 9,744.00 | 5.75 | 18,676.00 | ||||
| S-004 | pccp sawcutting | 1,257 | LNFT | 20.00 | 25,140.00 | 16.50 | 20,740.50 | ||||
| S-005 | dynamic message sign unit | 10 | EACH | 10,000.00 | 100,000.00 | 11,250.00 | 112,500.00 | ||||
| S-006 | rumble strips (ground-in) | 8.8 | MILE | 1,200.00 | 10,560.00 | 1,300.00 | 11,440.00 | ||||
| S-007 | soil mixing | lump | LUMP | 12,500.00 | 12,500.00 | 35,000.00 | 35,000.00 | ||||
| S-008 | adjusting guardrail | lump | LUMP | 57,600.00 | 57,600.00 | 60,000.00 | 60,000.00 | ||||
| S-922 | sawing and sealing transverse joints in asphaltic concrete overlay |
3,600 | LNFT | 1.50 | 5,400.00 | 1.65 | 5,940.00 | ||||
| S-927 | sawcuts in asphaltic concrete lifts | 4,500 | LNFT | 1.75 | 7,875.00 | 1.40 | 6,300.00 | ||||
| CONTRACTOR TOTAL | 7,700,846.11 | 8,724,937.63 | |||||||||