KOKOSING ALBERICI, LLC

MODIFICATION FOR FINALIZING THE SOLDIER PILE AND Z6 CHANGE. TOTAL IS FUNDING IS $600,000.00 PROVIDED IN P00005 AND SHOWN AS CH0022 IN RMS, AND $517,110.00 PROVIDED IN P00010 AND SHOWN AS CH0025 IN RMS.

P00009 PANEL WALL FILL MATERIAL CHANGE. COMPLETION OF TWO PART MODIFICATION WITH P00005 AS THE FIRST PART. THIS CHANGES THE MATERIAL BETWEEN THE SHEET PILE AND THE CRIB DAM TO CONCRETE.

A00011 POWER TIE IN FOR PROJECT COMPLETION. REMOVES POWER TIE IN REQUIREMENTS AS PHASE 3 CONTRACTOR HAS REMOVED THE TIE IN LOCATION AND WILL INSTALL UPON COMPLETION OF THAT WORK.

NOT TO EXCEED MODIFICATION FOR THE UPSTREAM APPROACH WALL

A00010 TRANSITION AT END OF ZONE 7A. CONTRACT DID NOT PROVIDE A PROVISION FOR HOW TO END THE WALL AT THE END OF ZONE 7A, THEREBY LETTING MATERIAL MIGRATE OUT OF CRIB DAM. THIS STOPS THAT FROM OCCURING.

A00009 CH00026 ZONES 6 & 7A VOID FILL. FILLS VOIDS IN CRIB DAM DISCOVERED ONCE THE CAP WAS REMOVED.

A00008 REDUCTION OF INSTRUMENTATION MONITORING AND REMOVAL OF TEMPORARY POWER TO NORTH WEST PIER. WORK AROUND RAILROAD DID NOT INCLUDE BLASTING SO MONITORING REMOVED. TEMP POWER PROVIDED BY OTHER MEANS.

A00007 FOR ZONE 5-7A ALIGNMENT, SOLDIER PILE CAP, AND ZONE 4-5 CONCRETE SURFACE. PROJECT ADJUSTED ALIGNMENT AND CAPS SO THAT MOORING SHIPS HAVE A CONSISTENT FACE, AS WELL AS ADJUSTED THE SIDEWALK WIDTH.

P00006 WEST CENTER PIER DESCOPING. DETERIORATING WALL DOES NOT ALLOW FOR PROPER INSTALLATION OF NEW TIMBER ASSEMBLIES. WORK REMOVED FROM PROJECT.

MODIFICATION FOR THE CHANGE TO SHEET PILING LENGTH FROM 43 FEET TO 43 FEET BASED ON THE CONDITIONS FOUND AT SITE.

A00006 CONCRETE SURFACE LOCATIONS. BASTILLE BRIDGE WAS CLOSER TO THE SIDEWALK THAN SHOWN IN THE PLANS. THIS MOD MOVES THE SIDEWALK AND DRIVING SURFACE FOR CLEARANCE.

FY20 SOO LOCK UPSTREAM APPROACH WALLS REA

A00005 ZONE 7A AND ZONE 6 CRIB DAM INVESTIGATION. SLOUGHING OF MATERIAL UNDER THE CRIB DAMS INTO THE CHANNEL HAS CAUSED CONCERN FOR THE CONTRACT DESIGN. DETERMINATION OF SLOUGHING QUANTITY WAS NEEDED.

A00004 CH00015 CONCRETE CAP ALLIGNMENT FOR ZONES 1 AND 2. CONCRETE CAPS ARE NOT IN A STRAIGHT LINE ACCORDING TO SURVEYS WHERE THE PLANS DRAWING ASSUMED THEY WERE AND ARE WRONG.

A00003 - 7A WEDGE REMOVAL IS REQUIRED IN ORDER TO ENSURE SHEET PILE AND SOLDIER PILE SEAT CORRECTLY. LIGHTING AND BREAKER IS REQUIRED TO ENSURE THERE IS ADEQUATE POWER TO SUPPORT NEW LIGHT FIXTURES.

A00002 BOLLARD REINFORCEMENT ADDITIONAL REINFORCEMENT IS NEEDED TO RETAIN SHIP MOORING, AND, ZONE 12 $ 14 END CONDITIONS THE END CONDITIONS FOR THE TERMINAL CONCRETE NEEDS TO BE ADJUSTED SO THAT IMPACTS FROM SHIP TRAFFIC ARE PROPERLY DEFLECTED.

THIS IS A CONTRACT MODIFICATION TO ADJUST THE HOOK DOWEL REINFORCEMENT AS WELL AS ADJUST THE DEADMAN ANCHOR INSTALLATION. REQUIRED FOR THE WORK TO FUNCTION PROPERLY AS INTENDED.