Hoboken Terminal
Total Contract Amount: $108,066,890
Hoboken Terminal Roof Stabilization
| Project Contract Amount: | $5,078,888 |
| Project Executive: | Mark D. Hall |
| Director of Construction: | Scott V. Hall |
| Project Manager: | Joseph Isdanavage |
| Superintendents: | William Burke/Roy Ralph |
| Owner/Contact Person: | NJ Transit Corporation - Jason Wormeck |
| Owner's Address: | One Penn Plaza East, Newark, NJ |
| Owner's Phone: | Phone: (973) 491-8506 / Fax: (973) 491-7024 |
- Historic restoration of this 1907 building
- 120,000 square foot roof removal and replacement of new roof
- Selective demolition
- Extensive temporary shoring and bracing
- Structural concrete repair and replacement
- Replaced historic copper roofing and ornamental facades
- Rough carpentry and wood treatment
- Restored copper and aluminum framed skylights
- Restored 1907 Tiffany stained glass laylights 20’ long by 40’ wide; consisting of clear cathedral and colored opalescent glass in a neo-classical Greek revival style
- Stucco restoration
- Historic painting and finishing
- Ornamental sheet metal
- Upgrade mechanical and electrical systems
- Tied in all the roof drainage system and roof snow chutes to the existing storm drainage system
- Project completed one month ahead of schedule
Historic Restoration of the Main Waiting Room and Exterior Copper Cladding
| Project Contract Amount: | $8,726,279 |
| Project Executive: | Mark D. Hall |
| Director of Construction: | Scott V. Hall |
| Project Manager: | Anthony Guerriero |
| Superintendent: | Roy Ralph/William Burke |
| Owner/Contact Person: | NJ Transit Corporation - Jason Wormeck |
| Owner's Address: | One Penn Plaza East, Newark, NJ |
| Owner's Phone: | Phone: (973) 491-8506 / Fax: (973) 491-7024 |
| Architect/Contact Person: | Beyer, Blinder, Belle Architects & Planners, LLP |
| Architect's Phone: | George Beckwith - 917-576-2342 |
- A grand, monumental transportation complex listed in both the State and National Registers of Historic Places
- Complete historic restoration of 1907 terminal main waiting room and exterior copper cladding
- Selective demolition
- Temporary shoring and bracing
- Selective dismantling and salvaging of historic fabric and specialties
- Extensive lead paint abatement
- Historic restoration of structural steel, brick and stone masonry, and cast-in-place concrete
- Rehabilitation & restoration of structural steel & concrete under Main Waiting Room slab working from Hudson River bed at low tide
- Interior cast iron and bronze restoration
- Interior copper window restoration
- Extensive Historic Glass restoration
- Extensive new and restored architectural wood work
- Waiting room wood bench restoration
- Tiffany stained glass laylight and transoms restoration
- Exterior copper cladding - new and restored
- Wood window and door restoration
- Finish hardware and glazing restoration
- New copper cladded steel windows
- Restored copper cladded steel windows
- Historic gypsum plaster restoration
- New and restored historic terrazzo flooring throughout main waiting room
- Marble and limestone restoration
- Historic painting and gold leafing
- Historic clock restoration
- Historic light fixture restoration
- New plumbing, HVAC, and electrical systems
- Project is an outstanding example of classic beaux-arts architecture
Hoboken Ferry Terminal Restoration and Rehabilitation - Phases I, II, & III
| Project Contract Amount: | $94,261,723 |
| Project Executive: | Mark D. Hall |
| Director of Construction: | Scott V. Hall |
| Project Manager: | Conrad F. Hall, Jr./Anthony Guerriero |
| Superintendent: | Peter von Bradsky/Roy Ralph |
| Owner/Contact Person: | NJ Transit Corporation - Jason Wormeck |
| Owner's Address: | One Penn Plaza East, Newark, NJ |
| Owner's Phone: | Phone: (973) 491-8506 / Fax: (973) 491-7024 |
| Construction Manager: | Tishman Construction Company |
| Construction Manager's Phone: | Randy Doliber - 201-726-0535 |
| Architect: | Beyer, Blinder, Belle Architects & Planners, LLP |
| Architect's Phone: | George Beckwith - 917-576-2342 |
Phase I
- Rehabilitation of deteriorated foundations for major transportation rail/ferry complex
- Drive 11,500 feet of new steel/concrete filled piles
- Rebuild deteriorated concrete foundations - underpin
- Replace spalled concrete/extensive spall repairs
- Remove north wall of concourse and rebuild historic portion of wall
- Lead abatement of structural steel/asbestos abatement of steam pipe insulation
- Selective demolition (extensive)
- Re-support column transfer steel
- Construct new steel cribbing
- New structural steel and historic steel rehabilitation
- Core drill pilot holes for new piles
- Construction of new pile caps
- Grout piles
- Extensive excavation and backfilling for foundation work - waterside
- Extensive substructure beam and girder repair
- Replace wood and copper facades
- Restore structural steel/column re-support
- Install copper roofing and ornamental flashings
- Install new roof drainage system at canopies
- Paint all steel elements
- Precast concrete
- Relocate crew quarters/build out space with new finishes
- Monitor & survey construction work for settlement
- Project performed without interruption to Owner's operations
- Work includes coordination with tides/currents since much of the work is performed under the structure, in the water
Phase II
- Rehabilitation of deteriorated foundations for major transportation rail/ferry complex
- Rebuild deteriorated concrete foundations on six ferry slip finger piers
- Underpinned and encapsulated existing foundations/pile caps
- Replace spalled concrete/extensive spall repairs at pile caps, footings, foundation walls, concrete beams and decks on six ferry piers (200+ locations)
- Complete historic masonry restoration and reconstruction of pier finger houses and north wall of ferry slips
- Lead abatement of structural steel/asbestos abatement of steam pipe insulation and fireproofing
- Selective demolition (extensive), including using needle beams, cribbing, reinforcing and stabilization of walls, beams, decks and foundations
- Re-support column transfer steel
- Construct new steel cribbing for foundations and superstructure
- Form and pump reinforced grout to underpin foundations
- Construction of new pile caps
- Core drill pilot holes for new piles
- Drive 32,300 feet of new steel/concrete filled pipe piles filled with reinforcing steel (driven 120-140 feetqw to bedrock)
- Install reinforced shotcrete to deteriorated underslab concrete beams, decks and foundations (working in the Hudson River at low tide)
- Extensive selective excavation and backfilling for foundation work - waterside and utility trenches - landside between other high-current utilities
- Extensive substructure concrete beam and girder repair
- Restore historic structural steel columns, beams, trusses, girders and cast iron stairs and railings
- Powerwash existing concrete ceilings and beams and recoat with historic plaster repairs and epoxy paint
- Historic painting of all building elements
- Restoration of Tiffany stained glass
- Wood window replacement with copper cladded windows
- Wood window restoration with copper cladding
- New steel windows with historic glass
- Wood door restoration
- Woodwork restoration
- Plaster restoration and conservation behind copper cladded walls
- Replace wood and copper facades - entire east elevation (water side)
- Restore structural steel/column re-support
- Install historic copper roofing and historic ornamental flashings
- Install new built up roof areas with hidden (box) gutters
- Install standing seam roofing
- Install new roof drainage system at canopies
- Sandblast all existing steel and apply historic paint coatings
- Repair all deteriorated steel framing
- Install precast concrete decks throughout all rebuilt piers
- Monitor & survey construction work for settlement at each column location during construction
- Project performed without interruption to Owner's operations
- Work includes coordination with tides/currents since much of the work is performed under the structure, in the water
- Rebuild new fender racks
- Extensive dredging
- Extensive marine demolition
Clock Tower Design/Build (Part of Phase II)
| Engineer: | Stantec Consulting Services, Inc./Vollmer Associates - Stu Lerner |
| Engineer's Phone: | 212-366-5600 |
- Complete design-build of New Clock Tower to replicate original
- Obtain all NJDCA approvals
- Extensive design analysis of existing structure and foundations
- Remove existing 250' tall radio tower
- Prepare existing steel framework for new steel frame structure to support copper-clad tower and clock
- New copper-cladded Clock Tower with historic ornaments
- Fiber optic lighting attached to "LACKAWANNA" letters and ornaments
- Interior mezzanine platforms and ships ladders
- Interior lighting
Phase III
- Continue to rebuild deteriorated concrete foundations on six finger piers
- Continue to replace spalled concrete/extensive spall repairs on six ferry slip finger piers
- Complete historic reconstruction of west wall
- Lead abatement of structural steel
- Asbestos abatement of steam pipe insulation
- Selective Demolition (extensive), including using needle beams, cribbing, reinforcing and stabilization of walls, beams, decks and foundations
- Re-support column transfer steel
- Construct new steel sheet piling at north bulkhead
- Pump grout to underpin foundations
- Construction of new pile caps
- Core drill pilot holes for new piles
- Drive 6,200 feet of new steel/concrete filled pipe piles filled with reinforcing steel (driven 120-140 feet to bedrock)
- Fill piles with reinforcing steel
- Extensive excavation and backfilling for site utility work
- Extensive sub-structure concrete beam, girder and deck repairs
- Restore historic structural steel columns, beams, trusses, girders and cast iron railings
- Powerwash existing concrete ceilings and beams and install epoxy coatings
- Repair all deteriorated steel framing
- Paint all steel elements
- Cast-in-place concrete decks throughout all rebuilt finger piers
- Concrete colored topping slab throughout
- Monitor & survey construction work for settlement throughout construction of every column
- Work includes coordination with tides/currents since much of the work is performed under the structure, in the water
- Install new greenheart piling dolphins and fender racks
- Historic documentation of existing historic elements
- Historic plaster restoration
- New structural steel and glass windscreen for ferry waiting area
- Construct new ferry loading areas/gangways
- Construct and install six new steel passenger loading barges
- New steel guardrails and handrails
- Ornamental cast iron restoration
- New stainless steel metal siding
- Terrazzo flooring - restore existing and install new to match existing
- New mechanical, fire protection and plumbing systems
- New telecommunication systems throughout ferry passenger area
- New CCTV systems/public address systems
- Passenger communication systems
- New electrical service/systems/lighting throughout
- Tensile strength fabric canopies on barges
- Listed in New Jersey and National Register of Historic Places
Emergency Stabilization of Structures Due to Train Crash on 9/26/16 (Change Order to Contract)
| Owner/Contact Person: | NJ Transit Corporation - James Galvin, Deputy General Manager, Rail Operations |
| Owner's Address: | One Penn Plaza East, Newark, NJ |
| Owner's Phone: | James Galvin - Phone: (973) 491-8104 / Mobile: 973-417-2009 |
- Surgical demolition planning, including analyzing the train wreckage to determine proper means and methods for removals
- Dispatched over 100 workers - operating engineers, ironworkers, carpenters, electricians and laborers to begin tedious untangling process
- Disabled all utilities to area
- Surgically removed power cables, utility lines, cable trays, steam and condensate piping, stanchions, skylights, structural steel, miscellaneous steel, concrete and metal roofing
- Installed temporary shoring, bracing and shoring towers to support existing damaged beams, roof structure, walls, columns and slabs
- Constructed temporary barriers and protection
- Constructed temporary roof over entire disaster area and made weathertight