| |||
| Lead Project: 840-14-0010 | |||
| Parish: RAPIDES | |||
| Routes: LA 457 | |||
| Description: S. JCT. LA 1 - N. JCT. LA 1 | |||
| Type Const:
grading, cold planing asphaltic concrete, lime treatment, in-place cement treated base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $3,594,462.34 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $2,273,767.78 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,397,522.27 |
| 3 | 05789 | D & J CONSTRUCTION CO., INC. | $2,408,878.18 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,433,277.07 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - D & J CONSTRUCTION CO., INC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 81 | SQYD | 20.00 | 1,620.00 | 20.00 | 1,620.00 | 20.00 | 1,620.00 | 22.00 | 1,782.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 1,920 | CUYD | 11.00 | 21,120.00 | 5.00 | 9,600.00 | 11.00 | 21,120.00 | 12.00 | 23,040.00 |
| 304-05 | lime treatment (type e) | 180.83 | TON | 350.00 | 63,290.50 | 250.00 | 45,207.50 | 355.00 | 64,194.65 | 350.00 | 63,290.50 |
| 308-01-A | in-place cement treated base course (12" thick) | 114,814 | SQYD | 5.70 | 654,439.80 | 5.60 | 642,958.40 | 5.80 | 665,921.20 | 6.23 | 715,291.22 |
| 308-02 | removal of existing patches | 225 | SQYD | 20.00 | 4,500.00 | 5.00 | 1,125.00 | 20.00 | 4,500.00 | 20.00 | 4,500.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
3,170 | CUYD | 1.00 | 3,170.00 | 65.00 | 206,050.00 | 21.00 | 66,570.00 | 25.00 | 79,250.00 |
| 502-01 | superpave asphaltic concrete | 12,016.8 | TON | 92.00 | 1,105,545.60 | 84.00 | 1,009,411.20 | 98.00 | 1,177,646.40 | 89.00 | 1,069,495.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
816.6 | TON | 150.00 | 122,490.00 | 200.00 | 163,320.00 | 135.00 | 110,241.00 | 150.00 | 122,490.00 |
| 509-01 | cold planing asphaltic pavement | 109,304 | SQYD | 0.85 | 92,908.40 | 1.05 | 114,769.20 | 1.00 | 109,304.00 | 1.00 | 109,304.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,275 | CUYD | 0.01 | - 22.75 | 1.00 | - 2,275.00 | 0.10 | - 227.50 | 0.10 | - 227.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 14,000.00 | 14,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.543 | MILE | 300.00 | 5,562.90 | 350.00 | 6,490.05 | 225.00 | 4,172.18 | 140.00 | 2,596.02 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
14.726 | MILE | 0.01 | 0.15 | 1.00 | 14.73 | 200.00 | 2,945.20 | 310.00 | 4,565.06 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.190 | MILE | 0.01 | 0.13 | 1.00 | 13.19 | 350.00 | 4,616.50 | 520.00 | 6,858.80 |
| 716-01-A | mulch (vegetative) | 9.0 | TON | 325.00 | 2,925.00 | 360.00 | 3,240.00 | 350.00 | 3,150.00 | 350.00 | 3,150.00 |
| 717-01 | seeding | 135 | LB | 7.00 | 945.00 | 7.50 | 1,012.50 | 8.00 | 1,080.00 | 7.25 | 978.75 |
| 718-01 | fertilizer | 4,501 | LB | 0.45 | 2,025.45 | 0.50 | 2,250.50 | 0.45 | 2,025.45 | 0.49 | 2,205.49 |
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 6,500.00 | 6,500.00 | 6,500.00 | 6,500.00 | 6,500.00 | 6,500.00 |
| 727-01 | mobilization | lump | LUMP | 115,000.00 | 115,000.00 | 115,000.00 | 115,000.00 | 45,000.00 | 45,000.00 | 131,000.00 | 131,000.00 |
| 731-02 | reflectorized raised pavement markers | 1,225 | EACH | 5.00 | 6,125.00 | 6.00 | 7,350.00 | 5.50 | 6,737.50 | 5.00 | 6,125.00 |
| 732-01-E | plastic pavement striping (24" width) | 24 | LNFT | 25.00 | 600.00 | 5.00 | 120.00 | 25.00 | 600.00 | 2.10 | 50.40 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.595 | MILE | 2,200.00 | 14,509.00 | 2,600.00 | 17,147.00 | 2,200.00 | 14,509.00 | 2,550.00 | 16,817.25 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.363 | MILE | 1,200.00 | 8,835.60 | 1,000.00 | 7,363.00 | 1,200.00 | 8,835.60 | 625.00 | 4,601.88 |
| 735-01 | mailboxes | 143 | EACH | 1.00 | 143.00 | 5.00 | 715.00 | 25.00 | 3,575.00 | 1.00 | 143.00 |
| 735-02 | mailbox supports (single) | 96 | EACH | 125.00 | 12,000.00 | 115.00 | 11,040.00 | 125.00 | 12,000.00 | 125.00 | 12,000.00 |
| 735-03 | mailbox supports (double) | 22 | EACH | 175.00 | 3,850.00 | 150.00 | 3,300.00 | 200.00 | 4,400.00 | 155.00 | 3,410.00 |
| 735-04 | mailbox supports (multiple) | 5 | EACH | 325.00 | 1,625.00 | 280.00 | 1,400.00 | 350.00 | 1,750.00 | 300.00 | 1,500.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 42,200.00 | 42,200.00 | 22,000.00 | 22,000.00 |
| S-001 | saw cutting asphaltic concrete pavement | 2,780 | INFT | 2.00 | 5,560.00 | 1.00 | 2,780.00 | 1.40 | 3,892.00 | 2.00 | 5,560.00 |
| CONTRACTOR TOTAL | 2,273,767.78 | 2,397,522.27 | 2,408,878.18 | 2,433,277.07 | |||||||