| |||
| DBE GOAL FED | |||
| Lead Project: 450-37-0022 | |||
| Parish: ST CHARLES | |||
| Routes: I-310 | |||
| Description: MISSISSIPPI RIVER BRIDGE (LULING) CABLE STAY REPLACEMENT | |||
| Type Const: replacement of existing stay cables, miscellaneous bridge repairs, and related work. | |||
| Estimated Construction Cost: $35,738,507.01 | |||
| Maximum Number of Days Allowed for Construction: 500 | |||
| Calculated Daily User Cost: $2,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 47347 | KIEWIT LOUISIANA CO | $30,485,408.30 | 500 | $31,485,408.30 |
| 2 | 00755 | L & A CONTR.CO/IHI INC, A JT. VENT. | $32,987,999.96 | 500 | $33,987,999.96 |
| 3 | 35836 | AMERICAN BRIDGE CO. | $36,743,889.00 | 500 | $37,743,889.00 |
| 4 | 00271 | MASSMAN CONSTRUCTION CO. | $55,864,898.30 | 500 | $56,864,898.30 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - KIEWIT LOUISIANA CO |
- 2 - L & A CONTR.CO/IHI INC, A JT. VENT. |
- 3 - AMERICAN BRIDGE 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 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 150,000.00 | 150,000.00 | 1,500,000.00 | 1,500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 |
| 713-03-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
1.534 | MILE | 3,750.00 | 5,752.50 | 4,500.00 | 6,903.00 | 4,000.00 | 6,136.00 | 3,750.00 | 5,752.50 |
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
3.422 | MILE | 11,500.00 | 39,353.00 | 13,800.00 | 47,223.60 | 12,000.00 | 41,064.00 | 11,500.00 | 39,353.00 |
| 713-06 | temporary reflectorized raised pavement markers | 205 | EACH | 5.50 | 1,127.50 | 6.60 | 1,353.00 | 10.00 | 2,050.00 | 5.50 | 1,127.50 |
| 713-07 | temporary precast concrete barrier (contractor furnished) |
107 | EACH | 1,025.00 | 109,675.00 | 9,976.00 | 1,067,432.00 | 1,200.00 | 128,400.00 | 3,800.00 | 406,600.00 |
| 713-08 | temporary precast concrete barrier (department furnished) |
107 | EACH | 480.00 | 51,360.00 | 7,907.00 | 846,049.00 | 400.00 | 42,800.00 | 3,000.00 | 321,000.00 |
| 713-10 | temporary precast concrete barrier movement | 175 | EACH | 675.00 | 118,125.00 | 192.00 | 33,600.00 | 200.00 | 35,000.00 | 800.00 | 140,000.00 |
| 727-01 | mobilization | lump | LUMP | 3,000,000.00 | 3,000,000.00 | 4,250,000.00 | 4,250,000.00 | 5,400,000.00 | 5,400,000.00 | 8,200,000.00 | 8,200,000.00 |
| 731-02 | reflectorized raised pavement markers | 205 | EACH | 5.50 | 1,127.50 | 6.60 | 1,353.00 | 10.00 | 2,050.00 | 5.50 | 1,127.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.422 | MILE | 2,450.00 | 8,383.90 | 2,940.00 | 10,060.68 | 2,500.00 | 8,555.00 | 2,450.00 | 8,383.90 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.534 | MILE | 850.00 | 1,303.90 | 1,020.00 | 1,564.68 | 1,000.00 | 1,534.00 | 850.00 | 1,303.90 |
| 732-05 | removal of existing markings | 7.000 | MILE | 6,000.00 | 42,000.00 | 7,200.00 | 50,400.00 | 7,000.00 | 49,000.00 | 6,000.00 | 42,000.00 |
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 200,800.00 | 200,800.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 |
| 807-08 | structural metalwork | lump | LUMP | 75,000.00 | 75,000.00 | 219,600.00 | 219,600.00 | 75,000.00 | 75,000.00 | 175,000.00 | 175,000.00 |
| S-001 | emergency tow trucks | 500 | DAY | 810.00 | 405,000.00 | 1,680.00 | 840,000.00 | 625.00 | 312,500.00 | 3,600.00 | 1,800,000.00 |
| S-002 | dynamic message sign unit | 2 | EACH | 31,000.00 | 62,000.00 | 28,620.00 | 57,240.00 | 50,000.00 | 100,000.00 | 13,250.00 | 26,500.00 |
| S-003 | impact attenuators(construction zone) | 3 | EACH | 9,500.00 | 28,500.00 | 13,800.00 | 41,400.00 | 25,000.00 | 75,000.00 | 12,000.00 | 36,000.00 |
| S-004 | repair and restoration of impact attenuator | 3 | EACH | 6,900.00 | 20,700.00 | 8,400.00 | 25,200.00 | 17,000.00 | 51,000.00 | 7,500.00 | 22,500.00 |
| S-005 | traffic control management | lump | LUMP | 300,000.00 | 300,000.00 | 424,300.00 | 424,300.00 | 400,000.00 | 400,000.00 | 4,000,000.00 | 4,000,000.00 |
| S-101 | temporary stay system,installation and removal | lump | LUMP | 5,000,000.00 | 5,000,000.00 | 3,000,000.00 | 3,000,000.00 | 4,500,000.00 | 4,500,000.00 | 9,750,000.00 | 9,750,000.00 |
| S-102 | new cable stay system and installation | lump | LUMP | 12,000,000.00 | 12,000,000.00 | 12,500,000.00 | 12,500,000.00 | 14,000,000.00 | 14,000,000.00 | 16,250,000.00 | 16,250,000.00 |
| S-103 | removal of existing stay system | lump | LUMP | 3,000,000.00 | 3,000,000.00 | 2,250,000.00 | 2,250,000.00 | 4,900,000.00 | 4,900,000.00 | 5,750,000.00 | 5,750,000.00 |
| S-104 | geometry control and cable force verification | lump | LUMP | 178,000.00 | 178,000.00 | 608,600.00 | 608,600.00 | 300,000.00 | 300,000.00 | 200,000.00 | 200,000.00 |
| S-105 | removal and storage of existing instrumentation | lump | LUMP | 50,000.00 | 50,000.00 | 120,000.00 | 120,000.00 | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 |
| S-106 | cleaning and modification of anchorage boxes | 72 | each | 12,000.00 | 864,000.00 | 5,020.00 | 361,440.00 | 1,500.00 | 108,000.00 | 10,000.00 | 720,000.00 |
| S-107 | cleaning and sealing of the superstructure | lump | LUMP | 1,300,000.00 | 1,300,000.00 | 900,000.00 | 900,000.00 | 1,500,000.00 | 1,500,000.00 | 2,494,000.00 | 2,494,000.00 |
| S-108 | web-enabled camera system | lump | LUMP | 350,000.00 | 350,000.00 | 97,500.00 | 97,500.00 | 400,000.00 | 400,000.00 | 250,000.00 | 250,000.00 |
| S-109 | repair crack in deck plate | 90 | ea | 5,000.00 | 450,000.00 | 9,900.00 | 891,000.00 | 3,500.00 | 315,000.00 | 6,000.00 | 540,000.00 |
| S-110 | grind crack in weld | 45 | ea | 3,000.00 | 135,000.00 | 2,123.00 | 95,535.00 | 600.00 | 27,000.00 | 1,250.00 | 56,250.00 |
| S-111 | repair crack in deck rib | 13 | ea | 5,000.00 | 65,000.00 | 7,888.00 | 102,544.00 | 600.00 | 7,800.00 | 4,500.00 | 58,500.00 |
| S-112 | repair crack in cross girder | 3 | ea | 8,000.00 | 24,000.00 | 7,734.00 | 23,202.00 | 2,000.00 | 6,000.00 | 6,500.00 | 19,500.00 |
| S-113 | repair expansion joint | 1 | ea | 250,000.00 | 250,000.00 | 113,700.00 | 113,700.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 |
| S-114 | repair fairing plate | lump | lump | 2,000,000.00 | 2,000,000.00 | 2,300,000.00 | 2,300,000.00 | 3,000,000.00 | 3,000,000.00 | 3,500,000.00 | 3,500,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 30,485,408.30 | 32,987,999.96 | 36,743,889.00 | 55,864,898.30 | |||||||
| NUMBER OF DAYS BID AT $2,000 PER DAY. | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | |||||||
| TOTAL BID | 31,485,408.30 | 33,987,999.96 | 37,743,889.00 | 56,864,898.30 | |||||||