| |||
| Lead Project: 742-52-0009 | |||
| Parish: ST TAMMANY | |||
| Routes: | |||
| Description: TAMMANY TRACE OVERLAY (ABITA SPRINGS TO MANDEVILLE) | |||
| Type Const:
drainage structures, superpave asphaltic concrete pavement, pavement patching and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06487 | HUEY STOCKSTILL, INC. | $378,328.00 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $415,156.00 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $448,274.60 |
| 4 | 39107 | R.J. BOOTY CONSTRUCTION CO. INC. | $450,430.00 |
| 5 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $468,842.00 |
| 6 | 22040 | COVINGTON PAVING CO. | $494,984.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HUEY STOCKSTILL, INC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 4 - R.J. BOOTY CONSTRUCTION CO. INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 401-01 | aggregate surface course (net section) | 540.0 | CUYD | 48.00 | 25,920.00 | 60.00 | 32,400.00 | 56.84 | 30,693.60 | 26.00 | 14,040.00 |
| 502-01-D | superpave incidental paving (level a) | 5,536.0 | TON | 49.00 | 271,264.00 | 56.00 | 310,016.00 | 60.00 | 332,160.00 | 65.00 | 359,840.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 144 | LNFT | 71.00 | 10,224.00 | 80.00 | 11,520.00 | 73.50 | 10,584.00 | 70.00 | 10,080.00 |
| 701-06-B | side drain pipe arch (18" equiv.) | 32 | LNFT | 60.00 | 1,920.00 | 60.00 | 1,920.00 | 52.50 | 1,680.00 | 40.00 | 1,280.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 3,255.00 | 3,255.00 | 15,000.00 | 15,000.00 |
| 724-01 | pavement patching | 100 | SQYD | 100.00 | 10,000.00 | 65.00 | 6,500.00 | 59.12 | 5,912.00 | 50.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | 38,475.00 | 38,475.00 | 18,000.00 | 18,000.00 |
| 740-01 | construction layout | lump | LUMP | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 5,775.00 | 5,775.00 | 7,200.00 | 7,200.00 |
| S-001 | butt joint | 14 | EACH | 700.00 | 9,800.00 | 400.00 | 5,600.00 | 270.00 | 3,780.00 | 200.00 | 2,800.00 |
| S-002 | painted 12" stop bar | 22 | EACH | 100.00 | 2,200.00 | 100.00 | 2,200.00 | 105.00 | 2,310.00 | 125.00 | 2,750.00 |
| S-003 | painted "stop ahead" | 22 | EACH | 500.00 | 11,000.00 | 500.00 | 11,000.00 | 525.00 | 11,550.00 | 520.00 | 11,440.00 |
| S-004 | painted highway crossing | 10 | EACH | 200.00 | 2,000.00 | 200.00 | 2,000.00 | 210.00 | 2,100.00 | 300.00 | 3,000.00 |
| CONTRACTOR TOTAL | 378,328.00 | 415,156.00 | 448,274.60 | 450,430.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BARRIERE CONSTRUCTION CO., LLC. |
- 6 - COVINGTON PAVING CO. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 401-01 | aggregate surface course (net section) | 540.0 | CUYD | 60.00 | 32,400.00 | 120.00 | 64,800.00 | ||||
| 502-01-D | superpave incidental paving (level a) | 5,536.0 | TON | 57.00 | 315,552.00 | 65.00 | 359,840.00 | ||||
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 144 | LNFT | 130.00 | 18,720.00 | 80.00 | 11,520.00 | ||||
| 701-06-B | side drain pipe arch (18" equiv.) | 32 | LNFT | 50.00 | 1,600.00 | 59.50 | 1,904.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 724-01 | pavement patching | 100 | SQYD | 150.00 | 15,000.00 | 57.00 | 5,700.00 | ||||
| 727-01 | mobilization | lump | LUMP | 42,000.00 | 42,000.00 | 9,500.00 | 9,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||||
| S-001 | butt joint | 14 | EACH | 800.00 | 11,200.00 | 1,000.00 | 14,000.00 | ||||
| S-002 | painted 12" stop bar | 22 | EACH | 115.00 | 2,530.00 | 110.00 | 2,420.00 | ||||
| S-003 | painted "stop ahead" | 22 | EACH | 570.00 | 12,540.00 | 550.00 | 12,100.00 | ||||
| S-004 | painted highway crossing | 10 | EACH | 230.00 | 2,300.00 | 220.00 | 2,200.00 | ||||
| CONTRACTOR TOTAL | 468,842.00 | 494,984.00 | |||||||||