| |||
| Lead Project: 006-01-0022 | |||
| Parish: JEFFERSON | |||
| Routes: US 90 | |||
| Description: HUEY P. LONG BRIDGE WIDENING (RAILROAD MODIFICATIONS) | |||
| Type Const:
replace existing steel railroad deck girders and steel tower bents with concrete straddle bents and steel deck girders and related work. | |||
| Estimated Construction Cost: $17,305,812.37 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $12,123,324.02 |
| 2 | 12370 | HILL BROS. CONST & ENGINEERING INC. | $16,337,568.55 |
| 3 | 28665 | KIEWIT SOUTHERN CO. | $17,417,597.50 |
| 4 | 00271 | MASSMAN CONSTRUCTION CO. | $17,456,404.30 |
| 5 | 07779 | ROSIEK CONSTRUCTION CO INC | $20,516,783.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - HILL BROS. CONST & ENGINEERING INC. |
- 3 - KIEWIT SOUTHERN CO. |
- 4 - MASSMAN CONSTRUCTION CO. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 302-02-D | class ii base course (12" thick) | 99.3 | SQYD | 72.00 | 7,149.60 | 150.00 | 14,895.00 | 200.00 | 19,860.00 | 40.00 | 3,972.00 |
| 502-01 | superpave asphaltic concrete | 45.7 | TON | 350.00 | 15,995.00 | 400.00 | 18,280.00 | 200.00 | 9,140.00 | 150.00 | 6,855.00 |
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 37.5 | LNFT | 63.00 | 2,362.50 | 56.00 | 2,100.00 | 50.00 | 1,875.00 | 50.00 | 1,875.00 |
| 704-03 | blocked out guard rail | 29.0 | LNFT | 23.00 | 667.00 | 20.00 | 580.00 | 18.00 | 522.00 | 18.00 | 522.00 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 85.00 | 535.50 | 80.00 | 504.00 | 70.00 | 441.00 | 70.00 | 441.00 |
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,700.00 | 2,700.00 | 2,600.00 | 2,600.00 | 2,300.00 | 2,300.00 | 2,300.00 | 2,300.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 |
| 713-02 | temporary pavement markings | lump | LUMP | 3,200.00 | 3,200.00 | 2,800.00 | 2,800.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 |
| 713-08 | temporary precast concrete barrier (contractor furnished) |
13 | EACH | 825.00 | 10,725.00 | 1,600.00 | 20,800.00 | 1,500.00 | 19,500.00 | 2,000.00 | 26,000.00 |
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 800,000.00 | 800,000.00 | 1,700,000.00 | 1,700,000.00 | 1,700,000.00 | 1,700,000.00 |
| 731-02 | reflectorized raised pavement markers | 11 | EACH | 8.00 | 88.00 | 8.00 | 88.00 | 7.00 | 77.00 | 7.00 | 77.00 |
| 732-01-A | plastic pavement striping (4" width) | 414 | LNFT | 0.63 | 260.82 | 0.70 | 289.80 | 0.50 | 207.00 | 0.50 | 207.00 |
| 732-01-C | plastic pavement striping (8" width) | 33 | LNFT | 1.25 | 41.25 | 2.50 | 82.50 | 1.00 | 33.00 | 1.00 | 33.00 |
| 740-01 | construction layout | lump | LUMP | 101,000.00 | 101,000.00 | 200,000.00 | 200,000.00 | 300,000.00 | 300,000.00 | 50,000.00 | 50,000.00 |
| 744-01 | traffic control management | lump | LUMP | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 |
| 802-01 | structural excavation | 2,785.1 | CUYD | 50.00 | 139,255.00 | 500.00 | 1,392,550.00 | 400.00 | 1,114,040.00 | 700.00 | 1,949,570.00 |
| 804-03-H | steel piles (hp 14x102) | 28,756 | LNFT | 56.00 | 1,610,336.00 | 85.00 | 2,444,260.00 | 65.00 | 1,869,140.00 | 90.00 | 2,588,040.00 |
| 804-07 | steel test piles | 4 | EACH | 11,500.00 | 46,000.00 | 10,500.00 | 42,000.00 | 100,000.00 | 400,000.00 | 33,000.00 | 132,000.00 |
| 804-09 | loading test piles | 4 | EACH | 32,000.00 | 128,000.00 | 6,000.00 | 24,000.00 | 40,000.00 | 160,000.00 | 75,000.00 | 300,000.00 |
| 804-10 | reloading test piles | 1 | EACH | 500.00 | 500.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 804-11 | redriving test piles | 1 | EACH | 750.00 | 750.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 804-17 | dynamic monitoring | 4 | EACH | 2,600.00 | 10,400.00 | 4,000.00 | 16,000.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 805-02-D | class a(m) concrete (footings) | 1,254.44 | CUYD | 310.00 | 388,876.40 | 450.00 | 564,498.00 | 1,200.00 | 1,505,328.00 | 500.00 | 627,220.00 |
| 805-02-F | class a(m) concrete (bents) | 2,156.00 | CUYD | 515.00 | 1,110,340.00 | 750.00 | 1,617,000.00 | 1,700.00 | 3,665,200.00 | 1,100.00 | 2,371,600.00 |
| 806-01 | deformed reinforcing steel | 756,993 | LB | 1.15 | 870,541.95 | 1.25 | 946,241.25 | 1.50 | 1,135,489.50 | 1.10 | 832,692.30 |
| 807-06 | structural metalwork | lump | LUMP | 5,700,000.00 | 5,700,000.00 | 6,200,000.00 | 6,200,000.00 | 3,930,945.00 | 3,930,945.00 | 5,152,000.00 | 5,152,000.00 |
| S-001 | removal of eastbank railroad structure | lump | LUMP | 206,000.00 | 206,000.00 | 230,000.00 | 230,000.00 | 500,000.00 | 500,000.00 | 600,000.00 | 600,000.00 |
| S-002 | removal of westbank railroad structure | lump | LUMP | 55,000.00 | 55,000.00 | 600,000.00 | 600,000.00 | 200,000.00 | 200,000.00 | 300,000.00 | 300,000.00 |
| S-003 | removal of gas station | lump | LUMP | 53,000.00 | 53,000.00 | 70,000.00 | 70,000.00 | 300,000.00 | 300,000.00 | 50,000.00 | 50,000.00 |
| S-004 | removal of eastbank power poles and power lines | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| S-101 | railroad deck | lump | LUMP | 420,000.00 | 420,000.00 | 600,000.00 | 600,000.00 | 300,000.00 | 300,000.00 | 324,000.00 | 324,000.00 |
| S-102 | construction site survey | lump | LUMP | 51,000.00 | 51,000.00 | 125,000.00 | 125,000.00 | 20,000.00 | 20,000.00 | 150,000.00 | 150,000.00 |
| S-103 | vibration monitoring | lump | LUMP | 46,000.00 | 46,000.00 | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 75,000.00 | 75,000.00 |
| S-104 | dynamic analysis | 4 | each | 14,400.00 | 57,600.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 1,000.00 | 4,000.00 |
| CONTRACTOR TOTAL | 12,123,324.02 | 16,337,568.55 | 17,417,597.50 | 17,456,404.30 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - ROSIEK CONSTRUCTION CO INC |
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|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 302-02-D | class ii base course (12" thick) | 99.3 | SQYD | 35.00 | 3,475.50 | ||||||
| 502-01 | superpave asphaltic concrete | 45.7 | TON | 800.00 | 36,560.00 | ||||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 37.5 | LNFT | 50.00 | 1,875.00 | ||||||
| 704-03 | blocked out guard rail | 29.0 | LNFT | 20.00 | 580.00 | ||||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
6.3 | LNFT | 100.00 | 630.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 713-02 | temporary pavement markings | lump | LUMP | 2,500.00 | 2,500.00 | ||||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
13 | EACH | 1,100.00 | 14,300.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 2,050,000.00 | 2,050,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 11 | EACH | 7.00 | 77.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 414 | LNFT | 1.00 | 414.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 33 | LNFT | 1.10 | 36.30 | ||||||
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 802-01 | structural excavation | 2,785.1 | CUYD | 100.00 | 278,510.00 | ||||||
| 804-03-H | steel piles (hp 14x102) | 28,756 | LNFT | 100.00 | 2,875,600.00 | ||||||
| 804-07 | steel test piles | 4 | EACH | 15,000.00 | 60,000.00 | ||||||
| 804-09 | loading test piles | 4 | EACH | 50,000.00 | 200,000.00 | ||||||
| 804-10 | reloading test piles | 1 | EACH | 25,000.00 | 25,000.00 | ||||||
| 804-11 | redriving test piles | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 60,000.00 | 60,000.00 | ||||||
| 804-17 | dynamic monitoring | 4 | EACH | 8,000.00 | 32,000.00 | ||||||
| 805-02-D | class a(m) concrete (footings) | 1,254.44 | CUYD | 1,100.00 | 1,379,884.00 | ||||||
| 805-02-F | class a(m) concrete (bents) | 2,156.00 | CUYD | 1,100.00 | 2,371,600.00 | ||||||
| 806-01 | deformed reinforcing steel | 756,993 | LB | 1.25 | 946,241.25 | ||||||
| 807-06 | structural metalwork | lump | LUMP | 6,921,000.00 | 6,921,000.00 | ||||||
| S-001 | removal of eastbank railroad structure | lump | LUMP | 1,400,000.00 | 1,400,000.00 | ||||||
| S-002 | removal of westbank railroad structure | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| S-003 | removal of gas station | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| S-004 | removal of eastbank power poles and power lines | lump | LUMP | 8,000.00 | 8,000.00 | ||||||
| S-101 | railroad deck | lump | LUMP | 700,000.00 | 700,000.00 | ||||||
| S-102 | construction site survey | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| S-103 | vibration monitoring | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| S-104 | dynamic analysis | 4 | each | 2,500.00 | 10,000.00 | ||||||
| CONTRACTOR TOTAL | 20,516,783.05 | ||||||||||