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| Lead Project: 393-01-0006 | |||
| Parish: VERMILION | |||
| Routes: LA 343 | |||
| Description: JCT LA 14 TO JCT LA 699 | |||
| Type Const:
grading, in-place cement stabil. base course, lime treatment cold planing asphaltic concrete, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $4,947,881.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $3,145,080.33 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $3,495,969.53 |
| 3 | 13086 | M. MATT DURAND, LLC | $3,568,680.28 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,629,111.00 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,772,863.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - W. E. MCDONALD & SON, LLC. |
- 3 - M. MATT DURAND, LLC |
- 4 - 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-D | removal of concrete walks & drives | 43 | SQYD | 18.00 | 774.00 | 20.00 | 860.00 | 32.50 | 1,397.50 | 100.00 | 4,300.00 |
| 204-02 | temporary hay or straw bales | 20 | EACH | 17.00 | 340.00 | 5.00 | 100.00 | 58.00 | 1,160.00 | 70.00 | 1,400.00 |
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 84,610 | SQYD | 4.26 | 360,438.60 | 5.35 | 452,663.50 | 5.30 | 448,433.00 | 5.25 | 444,202.50 |
| 304-05 | lime treatment (type e) | 80.00 | TON | 374.00 | 29,920.00 | 450.00 | 36,000.00 | 290.00 | 23,200.00 | 506.00 | 40,480.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4,123 | CUYD | 28.80 | 118,742.40 | 1.00 | 4,123.00 | 80.00 | 329,840.00 | 78.00 | 321,594.00 |
| 502-01 | superpave asphaltic concrete | 17,402.4 | TON | 90.00 | 1,566,216.00 | 103.00 | 1,792,447.20 | 91.00 | 1,583,618.40 | 88.00 | 1,531,411.20 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,816.6 | TON | 120.00 | 337,992.00 | 128.00 | 360,524.80 | 115.00 | 323,909.00 | 150.00 | 422,490.00 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 55,090 | GAL | 3.93 | 216,503.70 | 4.25 | 234,132.50 | 4.80 | 264,432.00 | 4.50 | 247,905.00 |
| 507-02-B | aggregate (s2) | 81,014 | SQYD | 1.25 | 101,267.50 | 1.30 | 105,318.20 | 1.45 | 117,470.30 | 1.35 | 109,368.90 |
| 507-02-C | aggregate (s3) | 81,014 | SQYD | 1.13 | 91,545.82 | 1.05 | 85,064.70 | 1.15 | 93,166.10 | 1.15 | 93,166.10 |
| 509-01 | cold planing asphaltic pavement | 73,823 | SQYD | 1.14 | 84,158.22 | 1.15 | 84,896.45 | 1.10 | 81,205.30 | 1.45 | 107,043.35 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,692 | CUYD | 0.01 | - 26.92 | 0.01 | - 26.92 | 0.50 | - 1,346.00 | 0.10 | - 269.20 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 6,150.00 | 6,150.00 | 65,000.00 | 65,000.00 | 11,500.00 | 11,500.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.077 | MILE | 388.00 | 4,685.88 | 400.00 | 4,830.80 | 670.00 | 8,091.59 | 150.00 | 1,811.55 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.039 | MILE | 351.00 | 2,119.69 | 300.00 | 1,811.70 | 370.00 | 2,234.43 | 300.00 | 1,811.70 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.642 | MILE | 513.00 | 6,998.35 | 600.00 | 8,185.20 | 530.00 | 7,230.26 | 300.00 | 4,092.60 |
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,620 | EACH | 1.08 | 1,749.60 | 2.00 | 3,240.00 | 1.15 | 1,863.00 | 2.10 | 3,402.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 11,000.00 | 11,000.00 | 6,000.00 | 6,000.00 | 10,300.00 | 10,300.00 | 7,000.00 | 7,000.00 |
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 165,000.00 | 165,000.00 | 40,000.00 | 40,000.00 | 139,000.00 | 139,000.00 |
| 729-16-B | object marker assembly (type 2) | 14 | EACH | 54.00 | 756.00 | 85.00 | 1,190.00 | 75.00 | 1,050.00 | 55.00 | 770.00 |
| 731-02 | reflectorized raised pavement markers | 810 | EACH | 5.51 | 4,463.10 | 4.50 | 3,645.00 | 5.80 | 4,698.00 | 5.00 | 4,050.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.642 | MILE | 2,819.00 | 38,456.80 | 2,500.00 | 34,105.00 | 2,850.00 | 38,879.70 | 2,600.00 | 35,469.20 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.039 | MILE | 767.00 | 4,631.91 | 600.00 | 3,623.40 | 805.00 | 4,861.40 | 650.00 | 3,925.35 |
| 735-01 | mailboxes | 143 | EACH | 1.08 | 154.44 | 1.00 | 143.00 | 20.00 | 2,860.00 | 1.00 | 143.00 |
| 735-02 | mailbox supports (single) | 152 | EACH | 114.00 | 17,328.00 | 119.00 | 18,088.00 | 75.00 | 11,400.00 | 110.00 | 16,720.00 |
| 740-01 | construction layout | lump | LUMP | 5,200.00 | 5,200.00 | 6,000.00 | 6,000.00 | 35,000.00 | 35,000.00 | 7,500.00 | 7,500.00 |
| S-001 | cement treatment (12" thick)(4% by volume) | 12,691 | SQYD | 5.00 | 63,455.00 | 6.00 | 76,146.00 | 5.30 | 67,262.30 | 5.25 | 66,627.75 |
| S-002 | full depth sawcutting of existing portland cement concrete drives |
976 | INFT | 1.24 | 1,210.24 | 1.75 | 1,708.00 | 1.50 | 1,464.00 | 2.25 | 2,196.00 |
| CONTRACTOR TOTAL | 3,145,080.33 | 3,495,969.53 | 3,568,680.28 | 3,629,111.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 43 | SQYD | 25.00 | 1,075.00 | ||||||
| 204-02 | temporary hay or straw bales | 20 | EACH | 20.00 | 400.00 | ||||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 84,610 | SQYD | 4.60 | 389,206.00 | ||||||
| 304-05 | lime treatment (type e) | 80.00 | TON | 450.00 | 36,000.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4,123 | CUYD | 75.00 | 309,225.00 | ||||||
| 502-01 | superpave asphaltic concrete | 17,402.4 | TON | 95.00 | 1,653,228.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,816.6 | TON | 145.00 | 408,407.00 | ||||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 55,090 | GAL | 4.50 | 247,905.00 | ||||||
| 507-02-B | aggregate (s2) | 81,014 | SQYD | 1.50 | 121,521.00 | ||||||
| 507-02-C | aggregate (s3) | 81,014 | SQYD | 1.20 | 97,216.80 | ||||||
| 509-01 | cold planing asphaltic pavement | 73,823 | SQYD | 0.55 | 40,602.65 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 2,692 | CUYD | 0.80 | - 2,153.60 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
12.077 | MILE | 450.00 | 5,434.65 | ||||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.039 | MILE | 450.00 | 2,717.55 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.642 | MILE | 200.00 | 2,728.40 | ||||||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 1,620 | EACH | 1.00 | 1,620.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 14,000.00 | 14,000.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 275,000.00 | 275,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 14 | EACH | 55.00 | 770.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 810 | EACH | 5.80 | 4,698.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 13.642 | MILE | 2,800.00 | 38,197.60 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.039 | MILE | 800.00 | 4,831.20 | ||||||
| 735-01 | mailboxes | 143 | EACH | 1.15 | 164.45 | ||||||
| 735-02 | mailbox supports (single) | 152 | EACH | 120.00 | 18,240.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| S-001 | cement treatment (12" thick)(4% by volume) | 12,691 | SQYD | 5.75 | 72,973.25 | ||||||
| S-002 | full depth sawcutting of existing portland cement concrete drives |
976 | INFT | 6.00 | 5,856.00 | ||||||
| CONTRACTOR TOTAL | 3,772,863.95 | ||||||||||