| |||
| Lead Project: 839-09-0004 | |||
| Parish: POINTE COUPEE | |||
| Routes: LA 972 | |||
| Description: LA 1 - LA 419 | |||
| Type Const:
grading, in-place cement treated base course, superpave asphaltic concrete pavement, lime treatment, and related work. | |||
| Estimated Construction Cost: $1,001,229.36 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $1,102,558.50 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,122,534.70 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,189,304.70 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,247,209.46 |
| 5 | 08815 | W. E. MCDONALD & SON, LLC. | $1,377,835.05 |
| 6 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $1,488,435.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - COASTAL BRIDGE CO., L.L.C. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 10.00 | 5,000.00 | 10.00 | 5,000.00 | 20.00 | 10,000.00 | 20.00 | 10,000.00 |
| 203-07-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 5.00 | 1,000.00 | 10.00 | 2,000.00 | 20.00 | 4,000.00 | 22.00 | 4,400.00 |
| 204-05-A | temporary sediment check dams (hay) | 25 | EACH | 100.00 | 2,500.00 | 100.00 | 2,500.00 | 110.00 | 2,750.00 | 175.00 | 4,375.00 |
| 204-06 | temporary silt fencing | 1,210 | LNFT | 2.00 | 2,420.00 | 1.75 | 2,117.50 | 2.00 | 2,420.00 | 2.00 | 2,420.00 |
| 304-01 | lime | 8.57 | TON | 200.00 | 1,714.00 | 100.00 | 857.00 | 150.00 | 1,285.50 | 180.00 | 1,542.60 |
| 304-03-D | lime treatment (type c) (12" thick) | 907 | SQYD | 3.00 | 2,721.00 | 3.00 | 2,721.00 | 2.00 | 1,814.00 | 7.00 | 6,349.00 |
| 304-05 | lime treatment (type e) | 25.71 | TON | 200.00 | 5,142.00 | 200.00 | 5,142.00 | 300.00 | 7,713.00 | 450.00 | 11,569.50 |
| 308-01-A | in-place cement treated base course (12" thick) | 36,274 | SQYD | 9.25 | 335,534.50 | 12.00 | 435,288.00 | 9.80 | 355,485.20 | 7.50 | 272,055.00 |
| 308-02 | removal of existing patches | 500 | SQYD | 30.00 | 15,000.00 | 4.00 | 2,000.00 | 1.00 | 500.00 | 2.00 | 1,000.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
752 | CUYD | 75.00 | 56,400.00 | 25.00 | 18,800.00 | 94.00 | 70,688.00 | 115.00 | 86,480.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 10.00 | 5,000.00 | 20.00 | 10,000.00 | 1.00 | 500.00 | 69.00 | 34,500.00 |
| 502-01 | superpave asphaltic concrete | 6,724.0 | TON | 75.00 | 504,300.00 | 68.00 | 457,232.00 | 80.00 | 537,920.00 | 93.00 | 625,332.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
192.3 | TON | 100.00 | 19,230.00 | 68.00 | 13,076.40 | 125.00 | 24,037.50 | 220.00 | 42,306.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 713-02-E | temporary pavement markings (24" width) | 66 | LNFT | 2.00 | 132.00 | 0.40 | 26.40 | 1.00 | 66.00 | 1.00 | 66.00 |
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.376 | MILE | 300.00 | 1,612.80 | 800.00 | 4,300.80 | 500.00 | 2,688.00 | 400.00 | 2,150.40 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.376 | MILE | 400.00 | 2,150.40 | 10.00 | 53.76 | 350.00 | 1,881.60 | 1.00 | 5.38 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.882 | MILE | 600.00 | 8,329.20 | 10.00 | 138.82 | 500.00 | 6,941.00 | 1.00 | 13.88 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 51,000.00 | 51,000.00 | 85,000.00 | 85,000.00 | 65,000.00 | 65,000.00 |
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 100.00 | 1,000.00 | 60.00 | 600.00 | 70.00 | 700.00 | 110.00 | 1,100.00 |
| 731-02 | reflectorized raised pavement markers | 303 | EACH | 6.00 | 1,818.00 | 7.00 | 2,121.00 | 5.50 | 1,666.50 | 5.90 | 1,787.70 |
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 4.50 | 99.00 | 5.00 | 110.00 | 3.50 | 77.00 | 3.70 | 81.40 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.154 | MILE | 3,000.00 | 18,462.00 | 3,000.00 | 18,462.00 | 2,800.00 | 17,231.20 | 3,000.00 | 18,462.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.792 | MILE | 800.00 | 1,433.60 | 1,000.00 | 1,792.00 | 725.00 | 1,299.20 | 800.00 | 1,433.60 |
| 739-01 | hydro-seeding | 2.78 | ACRE | 2,000.00 | 5,560.00 | 1,000.00 | 2,780.00 | 950.00 | 2,641.00 | 1,000.00 | 2,780.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 24,416.02 | 24,416.02 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 1,102,558.50 | 1,122,534.70 | 1,189,304.70 | 1,247,209.46 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - W. E. MCDONALD & SON, LLC. |
- 6 - 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 | ||||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 18.00 | 9,000.00 | 25.00 | 12,500.00 | ||||
| 203-07-A | borrow (vehicular meas.)(selected soils) | 200 | CUYD | 18.00 | 3,600.00 | 25.00 | 5,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 25 | EACH | 500.00 | 12,500.00 | 650.00 | 16,250.00 | ||||
| 204-06 | temporary silt fencing | 1,210 | LNFT | 7.00 | 8,470.00 | 6.00 | 7,260.00 | ||||
| 304-01 | lime | 8.57 | TON | 390.00 | 3,342.30 | 500.00 | 4,285.00 | ||||
| 304-03-D | lime treatment (type c) (12" thick) | 907 | SQYD | 25.00 | 22,675.00 | 30.00 | 27,210.00 | ||||
| 304-05 | lime treatment (type e) | 25.71 | TON | 1,200.00 | 30,852.00 | 1,200.00 | 30,852.00 | ||||
| 308-01-A | in-place cement treated base course (12" thick) | 36,274 | SQYD | 8.30 | 301,074.20 | 10.20 | 369,994.80 | ||||
| 308-02 | removal of existing patches | 500 | SQYD | 20.00 | 10,000.00 | 19.00 | 9,500.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
752 | CUYD | 115.00 | 86,480.00 | 135.00 | 101,520.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 1.00 | 500.00 | 135.00 | 67,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 6,724.0 | TON | 103.00 | 692,572.00 | 95.00 | 638,780.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
192.3 | TON | 205.00 | 39,421.50 | 200.00 | 38,460.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | ||||
| 713-02-E | temporary pavement markings (24" width) | 66 | LNFT | 25.00 | 1,650.00 | 0.75 | 49.50 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
5.376 | MILE | 300.00 | 1,612.80 | 160.00 | 860.16 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.376 | MILE | 300.00 | 1,612.80 | 350.00 | 1,881.60 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 13.882 | MILE | 500.00 | 6,941.00 | 600.00 | 8,329.20 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 85,000.00 | 85,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 95.00 | 950.00 | 100.00 | 1,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 303 | EACH | 4.95 | 1,499.85 | 5.50 | 1,666.50 | ||||
| 732-01-E | plastic pavement striping (24" width) | 22 | LNFT | 3.30 | 72.60 | 3.50 | 77.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 6.154 | MILE | 2,500.00 | 15,385.00 | 2,500.00 | 15,385.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.792 | MILE | 750.00 | 1,344.00 | 800.00 | 1,433.60 | ||||
| 739-01 | hydro-seeding | 2.78 | ACRE | 1,000.00 | 2,780.00 | 950.00 | 2,641.00 | ||||
| 740-01 | construction layout | lump | LUMP | 8,500.00 | 8,500.00 | 20,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 1,377,835.05 | 1,488,435.36 | |||||||||