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| DBE GOAL FED | |||
| Lead Project: 056-07-0016 | |||
| Parish: ST LANDRY | |||
| Routes: LA 31 | |||
| Description: LEONVILLE NORTHWEST CITY LIMITS - JUNCTION LA 742 | |||
| Type Const:
grading, cold planing asphaltic concrete, superpave asphaltic concrete pavement, cement treated base course, lime treatment, and related work. | |||
| Estimated Construction Cost: $3,440,119.80 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $3,450,771.47 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $3,488,270.37 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,893,696.12 |
| 4 | 04089 | H & S CONSTRUCTION CO., INC. | $4,459,043.87 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - H & S CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-08 | borrow (vehicular measurement) | 1,114 | CUYD | 11.00 | 12,254.00 | 8.00 | 8,912.00 | 12.00 | 13,368.00 | 20.00 | 22,280.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,568 | CUYD | 11.00 | 17,248.00 | 8.00 | 12,544.00 | 14.00 | 21,952.00 | 20.00 | 31,360.00 |
| 204-05-A | temporary sediment check dams (hay) | 32 | EACH | 250.00 | 8,000.00 | 250.00 | 8,000.00 | 150.00 | 4,800.00 | 200.00 | 6,400.00 |
| 303-02 | removal of existing patches | 6,641 | SQYD | 2.00 | 13,282.00 | 15.00 | 99,615.00 | 12.00 | 79,692.00 | 40.00 | 265,640.00 |
| 304-01 | lime | 748.44 | TON | 118.00 | 88,315.92 | 120.00 | 89,812.80 | 130.00 | 97,297.20 | 160.00 | 119,750.40 |
| 304-03-D | lime treatment (type c) (12" thick) | 47,520 | SQYD | 4.00 | 190,080.00 | 4.50 | 213,840.00 | 4.50 | 213,840.00 | 4.00 | 190,080.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
227 | CUYD | 75.00 | 17,025.00 | 100.00 | 22,700.00 | 32.00 | 7,264.00 | 60.00 | 13,620.00 |
| 502-01 | superpave asphaltic concrete | 18,993.6 | TON | 65.50 | 1,244,080.80 | 68.00 | 1,291,564.80 | 67.00 | 1,272,571.20 | 72.00 | 1,367,539.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
891.6 | TON | 90.00 | 80,244.00 | 90.00 | 80,244.00 | 120.00 | 106,992.00 | 80.00 | 71,328.00 |
| 509-01 | cold planing asphaltic pavement | 67,777 | SQYD | 1.50 | 101,665.50 | 1.55 | 105,054.35 | 1.90 | 128,776.30 | 2.00 | 135,554.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,353 | CUYD | 0.01 | - 23.53 | 0.01 | - 23.53 | 0.01 | - 23.53 | 0.01 | - 23.53 |
| 706-02-C | concrete drive (6" thick) | 50.0 | SQYD | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 68.00 | 3,400.00 | 75.00 | 3,750.00 |
| 712-02 | sacked concrete revetment | 80 | SQYD | 150.00 | 12,000.00 | 100.00 | 8,000.00 | 95.00 | 7,600.00 | 100.00 | 8,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 152,000.00 | 152,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 80,000.00 | 80,000.00 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
11.320 | MILE | 300.00 | 3,396.00 | 300.00 | 3,396.00 | 400.00 | 4,528.00 | 400.00 | 4,528.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.594 | MILE | 0.01 | 0.07 | 200.00 | 1,318.80 | 350.00 | 2,307.90 | 600.00 | 3,956.40 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 35.589 | MILE | 0.01 | 0.36 | 400.00 | 14,235.60 | 500.00 | 17,794.50 | 2,000.00 | 71,178.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 |
| 727-01 | mobilization | lump | LUMP | 152,000.00 | 152,000.00 | 50,000.00 | 50,000.00 | 250,000.00 | 250,000.00 | 75,000.00 | 75,000.00 |
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 100.00 | 2,400.00 | 75.00 | 1,800.00 | 75.00 | 1,800.00 | 70.00 | 1,680.00 |
| 731-02 | reflectorized raised pavement markers | 754 | EACH | 6.00 | 4,524.00 | 4.50 | 3,393.00 | 6.00 | 4,524.00 | 10.00 | 7,540.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.795 | MILE | 2,150.00 | 38,259.25 | 1,850.00 | 32,920.75 | 2,200.00 | 39,149.00 | 2,600.00 | 46,267.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.297 | MILE | 800.00 | 2,637.60 | 700.00 | 2,307.90 | 900.00 | 2,967.30 | 1,200.00 | 3,956.40 |
| 735-01 | mailboxes | 176 | EACH | 1.00 | 176.00 | 1.00 | 176.00 | 25.00 | 4,400.00 | 20.00 | 3,520.00 |
| 735-02 | mailbox supports (single) | 94 | EACH | 135.00 | 12,690.00 | 135.00 | 12,690.00 | 150.00 | 14,100.00 | 160.00 | 15,040.00 |
| 735-03 | mailbox supports (double) | 25 | EACH | 170.00 | 4,250.00 | 185.00 | 4,625.00 | 175.00 | 4,375.00 | 200.00 | 5,000.00 |
| 735-04 | mailbox supports (multiple) | 10 | EACH | 300.00 | 3,000.00 | 325.00 | 3,250.00 | 300.00 | 3,000.00 | 300.00 | 3,000.00 |
| 740-01 | construction layout | lump | LUMP | 100.00 | 100.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 744-01 | traffic control management | lump | LUMP | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| S-001 | cement treatment (12" thick) | 89,655 | SQYD | 6.90 | 618,619.50 | 7.50 | 672,412.50 | 8.25 | 739,653.75 | 10.00 | 896,550.00 |
| S-002 | cement treated base course (12 in depth) | 89,655 | SQYD | 7.40 | 663,447.00 | 7.88 | 706,481.40 | 8.50 | 762,067.50 | 10.00 | 896,550.00 |
| CONTRACTOR TOTAL | 3,450,771.47 | 3,488,270.37 | 3,893,696.12 | 4,459,043.87 | |||||||