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| DBE GOAL FED | |||
| Lead Project: 236-02-0021 | |||
| Parish: IBERIA | |||
| Routes: LA 85 | |||
| Description: JCT. LA 83 - JCT. US 90 | |||
| Type Const:
cold planing acp, cement treated bc, superpave acp, sawing and sealing joints and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $1,346,903.97 |
| 2 | 13086 | M. MATT DURAND, LLC | $1,360,832.02 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,480,870.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - M. MATT DURAND, LLC |
- 3 - 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 | ||||
| 202-02-H | removal of guard rail | 306 | LNFT | 3.00 | 918.00 | 18.00 | 5,508.00 | 10.00 | 3,060.00 | ||
| 203-08 | borrow (vehicular measurement) | 400 | CUYD | 12.00 | 4,800.00 | 11.00 | 4,400.00 | 25.00 | 10,000.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,377 | CUYD | 40.00 | 55,080.00 | 24.00 | 33,048.00 | 62.00 | 85,374.00 | ||
| 502-01 | superpave asphaltic concrete | 9,433.4 | TON | 60.00 | 566,004.00 | 60.00 | 566,004.00 | 48.65 | 458,934.91 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,149.5 | TON | 64.00 | 73,568.00 | 66.00 | 75,867.00 | 74.69 | 85,856.15 | ||
| 509-01 | cold planing asphaltic pavement | 41,270 | SQYD | 3.00 | 123,810.00 | 2.00 | 82,540.00 | 1.50 | 61,905.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,866 | CUYD | 0.05 | - 143.30 | 5.00 | - 14,330.00 | 0.10 | - 286.60 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 50.0 | LNFT | 46.00 | 2,300.00 | 52.10 | 2,605.00 | 35.00 | 1,750.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 87.5 | LNFT | 63.25 | 5,534.37 | 71.60 | 6,265.00 | 52.00 | 4,550.00 | ||
| 704-03 | blocked out guard rail | 162.5 | LNFT | 19.00 | 3,087.50 | 21.50 | 3,493.75 | 18.50 | 3,006.25 | ||
| 704-05 | guard rail anchor sections (bct) | 18.8 | LNFT | 75.00 | 1,410.00 | 85.00 | 1,598.00 | 73.00 | 1,372.40 | ||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 | ||
| 713-03-D | temporary pavement markings (12" width) | 24 | LNFT | 0.70 | 16.80 | 0.90 | 21.60 | 1.00 | 24.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 72 | LNFT | 1.45 | 104.40 | 1.70 | 122.40 | 1.00 | 72.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.000 | MILE | 300.00 | 2,100.00 | 521.00 | 3,647.00 | 250.00 | 1,750.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.530 | MILE | 310.00 | 2,024.30 | 352.00 | 2,298.56 | 300.00 | 1,959.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 16.130 | MILE | 600.00 | 9,678.00 | 677.00 | 10,920.01 | 650.00 | 10,484.50 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 52,000.00 | 52,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 42,000.00 | 42,000.00 | 100,000.00 | 100,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 462 | EACH | 6.00 | 2,772.00 | 7.00 | 3,234.00 | 6.00 | 2,772.00 | ||
| 732-01-D | plastic pavement striping (12" width) | 24 | LNFT | 1.50 | 36.00 | 1.70 | 40.80 | 2.00 | 48.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 72 | LNFT | 4.50 | 324.00 | 5.00 | 360.00 | 3.00 | 216.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 8.065 | MILE | 2,290.00 | 18,468.85 | 2,700.00 | 21,775.50 | 2,500.00 | 20,162.50 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.265 | MILE | 900.00 | 2,938.50 | 1,100.00 | 3,591.50 | 850.00 | 2,775.25 | ||
| 735-01 | mailboxes | 102 | EACH | 20.00 | 2,040.00 | 7.00 | 714.00 | 25.00 | 2,550.00 | ||
| 735-02 | mailbox supports (single) | 88 | EACH | 150.00 | 13,200.00 | 170.00 | 14,960.00 | 350.00 | 30,800.00 | ||
| 735-03 | mailbox supports (double) | 4 | EACH | 287.50 | 1,150.00 | 339.00 | 1,356.00 | 900.00 | 3,600.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 375.00 | 750.00 | 423.00 | 846.00 | 2,500.00 | 5,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | 80,000.00 | 80,000.00 | ||
| S-001 | cement treated base course (12 in depth) | 46,764 | SQYD | 6.00 | 280,584.00 | 8.00 | 374,112.00 | 7.50 | 350,730.00 | ||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
3,008 | LNFT | 1.67 | 5,023.36 | 1.80 | 5,414.40 | 5.00 | 15,040.00 | ||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
1,857 | LNFT | 1.67 | 3,101.19 | 1.90 | 3,528.30 | 5.00 | 9,285.00 | ||
| S-927 | sawcuts in asphaltic concrete lifts | 2,432 | LNFT | 0.75 | 1,824.00 | 1.60 | 3,891.20 | 2.50 | 6,080.00 | ||
| CONTRACTOR TOTAL | 1,346,903.97 | 1,360,832.02 | 1,480,870.36 | ||||||||