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| Lead Project: 852-04-0010 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 1077 | |||
| Description: JUNCTION ROUTE US 190 - TANGIPAHOA PARISH LINE | |||
| Type Const:
grading, cement treated base course, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 22040 | COVINGTON PAVING CO. | $609,494.04 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $614,699.40 |
| 3 | 06487 | HUEY STOCKSTILL, INC. | $698,612.45 |
| 4 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $772,314.60 |
| 5 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $773,471.53 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COVINGTON PAVING CO. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - HUEY STOCKSTILL, INC. |
- 4 - BOH BROS. CONSTRUCTION CO., LLC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 652 | CUYD | 11.00 | 7,172.00 | 7.00 | 4,564.00 | 8.00 | 5,216.00 | 15.00 | 9,780.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,956 | CUYD | 9.00 | 17,604.00 | 7.00 | 13,692.00 | 8.00 | 15,648.00 | 6.00 | 11,736.00 |
| 303-02-A | removal of existing patches (12" depth) | 750 | SQYD | FREE | FREE | 1.00 | 750.00 | 5.00 | 3,750.00 | 5.00 | 3,750.00 |
| 502-01 | superpave asphaltic concrete | 7,084.0 | TON | 47.00 | 332,948.00 | 44.00 | 311,696.00 | 45.00 | 318,780.00 | 55.00 | 389,620.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
732.4 | TON | FREE | FREE | 1.00 | 732.40 | 80.00 | 58,592.00 | 75.00 | 54,930.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | 19,000.00 | 19,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.000 | MILE | 250.00 | 1,250.00 | 130.00 | 650.00 | 400.00 | 2,000.00 | 10.00 | 50.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.000 | MILE | 240.00 | 1,200.00 | 230.00 | 1,150.00 | 300.00 | 1,500.00 | 10.00 | 50.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 10.320 | MILE | 490.00 | 5,056.80 | 450.00 | 4,644.00 | 500.00 | 5,160.00 | 20.00 | 206.40 |
| 717-01 | seeding | 73 | LB | 9.00 | 657.00 | 10.00 | 730.00 | 8.00 | 584.00 | 10.00 | 730.00 |
| 718-01 | fertilizer | 2,424 | LB | 0.38 | 921.12 | 0.40 | 969.60 | 0.35 | 848.40 | 0.50 | 1,212.00 |
| 721-01 | asphalt mulch | 587 | GAL | 3.00 | 1,761.00 | 2.70 | 1,584.90 | 2.50 | 1,467.50 | 2.60 | 1,526.20 |
| 722-01 | project site laboratory | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 |
| 727-01 | mobilization | lump | LUMP | 23,000.00 | 23,000.00 | 45,000.00 | 45,000.00 | 47,000.00 | 47,000.00 | 75,000.00 | 75,000.00 |
| 731-02 | reflectorized raised pavement markers | 330 | EACH | 5.60 | 1,848.00 | 5.30 | 1,749.00 | 6.00 | 1,980.00 | 5.00 | 1,650.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.160 | MILE | 2,244.00 | 11,579.04 | 2,200.00 | 11,352.00 | 3,000.00 | 15,480.00 | 1,700.00 | 8,772.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.500 | MILE | 728.20 | 1,820.50 | 700.00 | 1,750.00 | 1,000.00 | 2,500.00 | 700.00 | 1,750.00 |
| 735-01 | mailboxes | 47 | EACH | 10.00 | 470.00 | 1.00 | 47.00 | 5.00 | 235.00 | 1.00 | 47.00 |
| 735-02 | mailbox supports (single) | 47 | EACH | 115.00 | 5,405.00 | 10.00 | 470.00 | 110.00 | 5,170.00 | 110.00 | 5,170.00 |
| 740-01 | construction layout | lump | LUMP | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 |
| S-001 | cement treated base course (12 inch depth) | 36,667 | SQYD | 4.74 | 173,801.58 | 5.50 | 201,668.50 | 4.65 | 170,501.55 | 5.00 | 183,335.00 |
| CONTRACTOR TOTAL | 609,494.04 | 614,699.40 | 698,612.45 | 772,314.60 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 652 | CUYD | 11.38 | 7,419.76 | ||||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,956 | CUYD | 15.17 | 29,672.52 | ||||||
| 303-02-A | removal of existing patches (12" depth) | 750 | SQYD | 36.92 | 27,690.00 | ||||||
| 502-01 | superpave asphaltic concrete | 7,084.0 | TON | 44.96 | 318,496.64 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
732.4 | TON | 106.29 | 77,846.79 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.000 | MILE | 152.00 | 760.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.000 | MILE | 345.00 | 1,725.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 10.320 | MILE | 545.00 | 5,624.40 | ||||||
| 717-01 | seeding | 73 | LB | 9.19 | 670.87 | ||||||
| 718-01 | fertilizer | 2,424 | LB | 0.40 | 969.60 | ||||||
| 721-01 | asphalt mulch | 587 | GAL | 2.87 | 1,684.69 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 4,800.00 | 4,800.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 34,045.00 | 34,045.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 330 | EACH | 5.75 | 1,897.50 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.160 | MILE | 2,069.00 | 10,676.04 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.500 | MILE | 776.00 | 1,940.00 | ||||||
| 735-01 | mailboxes | 47 | EACH | 13.00 | 611.00 | ||||||
| 735-02 | mailbox supports (single) | 47 | EACH | 159.00 | 7,473.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 6,100.00 | 6,100.00 | ||||||
| S-001 | cement treated base course (12 inch depth) | 36,667 | SQYD | 6.16 | 225,868.72 | ||||||
| CONTRACTOR TOTAL | 773,471.53 | ||||||||||