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| DBE GOAL FED | |||
| Lead Project: 203-03-0016 | |||
| Parish: EVANGELINE | |||
| Routes: LA 29 | |||
| Description: C.S.L.M. 7.30 - ST LANDRY PARISH LINE | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,083,786.61 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,204,187.13 |
| 3 | 34356 | PRAIRIE CONTRACTORS INC. | $1,215,122.79 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $1,316,384.58 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - PRAIRIE CONTRACTORS INC. |
- 4 - H & S CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-H | removal of guard rail | 657 | LNFT | 3.00 | 1,971.00 | 5.00 | 3,285.00 | 6.00 | 3,942.00 | 3.00 | 1,971.00 |
| 203-08 | borrow (vehicular measurement) | 630 | CUYD | 10.00 | 6,300.00 | 17.00 | 10,710.00 | 18.00 | 11,340.00 | 12.00 | 7,560.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 333 | CUYD | 10.00 | 3,330.00 | 20.00 | 6,660.00 | 17.50 | 5,827.50 | 12.00 | 3,996.00 |
| 302-02-E-01 | class ii base course (4" thick)(stone) | 31,297.1 | SQYD | 9.50 | 297,322.45 | 8.50 | 266,025.35 | 7.50 | 234,728.25 | 11.10 | 347,397.81 |
| 303-01-C | in-place cement stabilized base course (10" thick) | 31,677 | SQYD | 8.00 | 253,416.00 | 9.00 | 285,093.00 | 8.80 | 278,757.60 | 8.00 | 253,416.00 |
| 303-02 | removal of existing patches | 1,500 | SQYD | 20.00 | 30,000.00 | 11.50 | 17,250.00 | 21.50 | 32,250.00 | 30.00 | 45,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
15 | CUYD | 125.00 | 1,875.00 | 65.00 | 975.00 | 200.00 | 3,000.00 | 70.00 | 1,050.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 13.6 | CUYD | 125.00 | 1,700.00 | 65.00 | 884.00 | 200.00 | 2,720.00 | 50.00 | 680.00 |
| 502-01 | superpave asphaltic concrete | 5,725.8 | TON | 58.75 | 336,390.75 | 60.00 | 343,548.00 | 60.33 | 345,437.51 | 72.00 | 412,257.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
158.7 | TON | 66.75 | 10,593.22 | 110.00 | 17,457.00 | 80.00 | 12,696.00 | 90.00 | 14,283.00 |
| 509-01 | cold planing asphaltic pavement | 28,411 | SQYD | 1.85 | 52,560.35 | 3.00 | 85,233.00 | 3.10 | 88,074.10 | 2.00 | 56,822.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,977 | CUYD | 0.01 | - 19.77 | 1.00 | - 1,977.00 | 0.01 | - 19.77 | 0.01 | - 19.77 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 400.0 | LNFT | 28.00 | 11,200.00 | 30.00 | 12,000.00 | 30.00 | 12,000.00 | 32.20 | 12,880.00 |
| 704-03 | blocked out guard rail | 175.0 | LNFT | 16.50 | 2,887.50 | 17.00 | 2,975.00 | 17.00 | 2,975.00 | 19.00 | 3,325.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 40.00 | 4,000.00 | 45.00 | 4,500.00 | 45.00 | 4,500.00 | 46.00 | 4,600.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,850.00 | 7,400.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 2,128.00 | 8,512.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 9,000.00 | 9,000.00 | 30,000.00 | 30,000.00 | 11,000.00 | 11,000.00 | 40,000.00 | 40,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 792 | LNFT | 0.60 | 475.20 | 0.70 | 554.40 | 1.00 | 792.00 | 2.90 | 2,296.80 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.012 | MILE | 200.00 | 602.40 | 280.00 | 843.36 | 350.00 | 1,054.20 | 350.00 | 1,054.20 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
2.782 | MILE | 0.01 | 0.02 | 280.00 | 778.96 | 350.00 | 973.70 | 415.00 | 1,154.53 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 6.188 | MILE | 0.01 | 0.06 | 580.00 | 3,589.04 | 600.00 | 3,712.80 | 843.00 | 5,216.48 |
| 713-07 | temporary reflectorized raised pavement markers | 378 | EACH | 2.00 | 756.00 | 3.40 | 1,285.20 | 6.00 | 2,268.00 | 3.00 | 1,134.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,500.00 | 4,500.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 23,000.00 | 23,000.00 | 50,000.00 | 50,000.00 | 114,000.00 | 114,000.00 | 50,000.00 | 50,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 65.00 | 520.00 | 85.00 | 680.00 | 100.00 | 800.00 | 74.80 | 598.40 |
| 731-02 | reflectorized raised pavement markers | 378 | EACH | 4.50 | 1,701.00 | 4.80 | 1,814.40 | 6.00 | 2,268.00 | 6.00 | 2,268.00 |
| 732-01-E | plastic pavement striping (24" width) | 396 | LNFT | 3.00 | 1,188.00 | 3.25 | 1,287.00 | 4.00 | 1,584.00 | 2.90 | 1,148.40 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.094 | MILE | 2,221.00 | 6,871.77 | 2,200.00 | 6,806.80 | 2,350.00 | 7,270.90 | 2,555.00 | 7,905.17 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.391 | MILE | 760.00 | 1,057.16 | 875.00 | 1,217.12 | 1,000.00 | 1,391.00 | 874.00 | 1,215.73 |
| 732-05 | removal of existing markings | 0.045 | MILE | 4,900.00 | 220.50 | 2,500.00 | 112.50 | 4,000.00 | 180.00 | 5,534.00 | 249.03 |
| 740-01 | construction layout | lump | LUMP | 8,000.00 | 8,000.00 | 13,000.00 | 13,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 744-01 | traffic control management | lump | LUMP | 2,000.00 | 2,000.00 | 20,000.00 | 20,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| S-001 | rumble strips (ground-in) | 0.4 | MILE | 7,420.00 | 2,968.00 | 9,000.00 | 3,600.00 | 19,000.00 | 7,600.00 | 8,533.00 | 3,413.20 |
| CONTRACTOR TOTAL | 1,083,786.61 | 1,204,187.13 | 1,215,122.79 | 1,316,384.58 | |||||||