| |||
| DBE GOAL FED | |||
| Lead Project: 031-09-0041 | |||
| Parish: BEAUREGARD | |||
| Routes: LA 27 | |||
| Description: LM 4.65 - LM 7.87 | |||
| Type Const:
grading, cold planing asphaltic concrete pavement, subgrade layer, lime treatment, class ii base course, superpave asphaltic concrete pavement and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,789,922.79 |
| 2 | 34356 | PRAIRIE CONTRACTORS INC. | $1,884,743.12 |
| 3 | 00183 | R. E. HEIDT CONSTRUCTION CO., INC. | $1,947,994.45 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - PRAIRIE CONTRACTORS INC. |
- 3 - R. E. HEIDT CONSTRUCTION CO., INC. |
|
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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 | 962 | LNFT | 3.00 | 2,886.00 | 3.00 | 2,886.00 | 10.00 | 9,620.00 | ||
| 203-01 | general excavation | 6,232 | CUYD | 8.00 | 49,856.00 | 6.50 | 40,508.00 | 6.36 | 39,635.52 | ||
| 203-08 | borrow (vehicular measurement) | 2,395 | CUYD | 3.00 | 7,185.00 | 12.00 | 28,740.00 | 10.60 | 25,387.00 | ||
| 302-02-B | class ii base course (8 1/2" thick) | 26,387.9 | SQYD | 15.25 | 402,415.47 | 15.10 | 398,457.29 | 15.90 | 419,567.61 | ||
| 302-02-E | class ii base course (4" thick) | 47,591.8 | SQYD | 8.75 | 416,428.25 | 9.05 | 430,705.79 | 9.55 | 454,501.69 | ||
| 304-01 | lime | 137.30 | TON | 110.00 | 15,103.00 | 115.00 | 15,789.50 | 117.00 | 16,064.10 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 9,686 | SQYD | 3.00 | 29,058.00 | 3.20 | 30,995.20 | 3.20 | 30,995.20 | ||
| 305-01-D | subgrade layer (12" thick) | 17,165 | SQYD | 5.00 | 85,825.00 | 5.10 | 87,541.50 | 5.30 | 90,974.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
578 | CUYD | 25.00 | 14,450.00 | 26.00 | 15,028.00 | 36.80 | 21,270.40 | ||
| 502-01 | superpave asphaltic concrete | 11,824.8 | TON | 44.00 | 520,291.20 | 43.50 | 514,378.80 | 51.50 | 608,977.20 | ||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
124.4 | TON | 75.00 | 9,330.00 | 70.00 | 8,708.00 | 70.00 | 8,708.00 | ||
| 509-01 | cold planing asphaltic pavement | 46,880 | SQYD | 1.25 | 58,600.00 | 1.35 | 63,288.00 | 1.30 | 60,944.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,604 | CUYD | 0.01 | - 26.04 | 0.01 | - 26.04 | 1.00 | - 2,604.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 49.00 | 9,800.00 | 74.00 | 14,800.00 | 52.00 | 10,400.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 146.0 | LNFT | 0.01 | 1.46 | 15.00 | 2,190.00 | 0.01 | 1.46 | ||
| 704-03 | blocked out guard rail | 1,531.3 | LNFT | 13.50 | 20,672.55 | 14.00 | 21,438.20 | 14.35 | 21,974.15 | ||
| 704-07-A | guard rail bridge attachments (single thrie beam) | 100.0 | LNFT | 31.50 | 3,150.00 | 32.00 | 3,200.00 | 33.40 | 3,340.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 35.50 | 7,100.00 | 37.00 | 7,400.00 | 37.65 | 7,530.00 | ||
| 704-11-A | guard rail end treatment (flared) | 14 | EACH | 1,500.00 | 21,000.00 | 1,600.00 | 22,400.00 | 1,600.00 | 22,400.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 1,750.00 | 3,500.00 | 2,000.00 | 4,000.00 | 1,850.00 | 3,700.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
4.982 | MILE | 250.00 | 1,245.50 | 2,040.00 | 10,163.28 | 250.00 | 1,245.50 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.982 | MILE | 240.00 | 1,195.68 | 1.00 | 4.98 | 215.00 | 1,071.13 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 19.824 | MILE | 480.00 | 9,515.52 | 1.00 | 19.82 | 100.00 | 1,982.40 | ||
| 727-01 | mobilization | lump | LUMP | 52,000.00 | 52,000.00 | 117,000.00 | 117,000.00 | 41,000.00 | 41,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 65.00 | 1,040.00 | 70.00 | 1,120.00 | 69.00 | 1,104.00 | ||
| 731-02 | reflectorized raised pavement markers | 426 | EACH | 4.90 | 2,087.40 | 4.00 | 1,704.00 | 4.25 | 1,810.50 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.912 | MILE | 1,600.00 | 15,859.20 | 1,600.00 | 15,859.20 | 1,700.00 | 16,850.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.491 | MILE | 600.00 | 1,494.60 | 600.00 | 1,494.60 | 640.00 | 1,594.24 | ||
| 735-01 | mailboxes | 9 | EACH | 1.00 | 9.00 | 1.00 | 9.00 | 1.05 | 9.45 | ||
| 735-02 | mailbox supports (single) | 9 | EACH | 150.00 | 1,350.00 | 160.00 | 1,440.00 | 160.00 | 1,440.00 | ||
| 740-01 | construction layout | lump | LUMP | 12,500.00 | 12,500.00 | 12,500.00 | 12,500.00 | 14,500.00 | 14,500.00 | ||
| CONTRACTOR TOTAL | 1,789,922.79 | 1,884,743.12 | 1,947,994.45 | ||||||||