Resolution 2024-33445RESOLUTION NO. 2024-33445
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING
THE CITY MANAGER AND CITY CLERK TO NEGOTIATE AND
EXECUTE CHANGE ORDER NO. 1 TO THE CONTRACT BETWEEN THE
CITY OF MIAMI BEACH, FLORIDA AND AVR CONTRACTORS, CORP.,
PURSUANT TO ITB-2023-321-DF, FOR CONSTRUCTION SERVICES AT
THE COLLINS PARK PERFORMING ARTS VENUE — ROTUNDA, WITH
SAID CHANGE ORDER IN THE NOT TO EXCEED AMOUNT OF $2.1
MILLION, PLUS A 10% OWNER'S CONTINGENCY, AND 300
CALENDAR DAYS INCREASE IN THE PROJECT CONSTRUCTION
TIME, TO ADDRESS UNFORESEEN STRUCTURAL DEFICIENCIES
AND REPAIRS TO THE EXISTING SANDCAST PANELS AROUND THE
EXTERIOR OF THE BUILDING, WATERPROOFING TO ADDRESS
WATER INFILTRATION AND REPAIRS TO THE EXTERIOR
STRUCTURAL WALLS, SUBJECT TO THE APPROVAL OF THE
SECOND CAPITAL BUDGET AMENDMENT TO THE FY2025 CAPITAL
BUDGET.
WHEREAS, designed by Herbert A. Mathes, the Collins Park Rotunda ("Rotunda')
was completed in 1961 and originally functioned as a reading room and auditorium for
the local Miami Dade County Library; and
WHEREAS, the Rotunda's distinctive cylindrical form is clad in textured sand cast
concrete panels, created by artist Albert Vrana; and
WHEREAS, these panels, which encircle the building, feature an abstract design
called The Story of Man. Vrana crafted the panels by casting concrete into wet sand which
he molded by hand; and
WHEREAS, in the 1990s, the library and the walkway connected to the Rotunda
were demolished; and
WHEREAS, the building became uninhabitable after the removal of its plumbing,
HVAC, electrical systems, and all interior finishes during the library demolition; and
WHEREAS, the building has not been used since then, except for a few events
through special event permits; and
WHEREAS, on April 26, 2017, the City Commission directed the Administration to
proceed with the Cultural Arts Council's plan to convert the Rotunda into a performing
arts space; and
WHEREAS, the City contracted M.C. Harry Associates to design an addition and
connection that would seamlessly integrate with the existing structure; and
WHEREAS, the scope of work consists of renovating the interior of the existing
1,960-square-foot Rotunda, which will include selective demolition, new interior finishes,
and upgrades to mechanical, electrical, and ADA systems within the existing structure,
and an 895-square-foot addition features an entrance lobby and restrooms; and
WHEREAS, the project also includes the installation of new exterior glazing and
doors, a new roofing system, accessible exterior concrete walkways, pedestrian -scale
exterior LED lighting, as well as landscaping and irrigation improvements; and
WHEREAS, the new design aims to support various functions, enhance
accessibility, and ensure a thoughtful, aesthetic integration with the original Rotunda
building; and
WHEREAS, to engage a contractor for the renovation and addition, ITB 2023-321-
DF was issued on August 24, 2023, and AVR Contractors, Corp ("AVR") was selected as
the lowest responsive and responsible bidder and a contract was awarded on January
26, 2024, with a construction cost in the amount of $2,237,664.50 plus a 10% owners
contingency of $223,766.45 for a total of $2,461,430.95; and
WHEREAS, upon issuance of all required permits, Notice to Proceed ("NTP") with
construction was issued on April 1, 2024, and mobilization to the site for commencement
of construction work began on April 8, 2024; and
WHEREAS, construction is currently underway and is approximately 25%,
complete; and
WHEREAS, on June 12, 2024, while performing interior framing at the Rotunda,
AVR encountered water infiltration at the interior perimeter of the existing Rotunda
building as a result of heavy rainfall; and
WHEREAS, the Facilities and Fleet Department ("Facilities"), responsible for
maintenance of the existing building, engaged a roofing contractor to address a
suspected roof leak; and
WHEREAS, an assessment by roofing contractor, A & J Roofing, Corp. concluded
that the roof was not the source of the water infiltration; they identified areas along the
building perimeter where water was entering the building through the exterior walls,
behind the sand cast panels; and
WHEREAS, the water that entered the building damaged the new materials and
finishes that were being installed as a part of the renovation of the Rotunda; and
WHEREAS, Facilities contacted consultants Wood/O'Donnell & Naccarato
Structural Engineers ("WON"), who were already under contract to provide the
professional services required for the 40/10 year recertification of the existing building;
and
WHEREAS, further investigation by WON revealed significant structural issues
with the panels and their connections to the building, including cracks, spelling, and
corroded anchors, which required repair, and
WHEREAS, these panels, exposed to the elements near the ocean for 62 years,
have experienced extensive deterioration and WON has expressed concern that panels
could dislodge from the building's facade; and
WHEREAS, several concrete columns, tie beams and edge of slabs behind the
panels are cracked and spelled, requiring repair as well; and
WHEREAS, to ensure the building's structural integrity, WON has provided
preliminary construction documents and details for the replacement of the damaged
connectors; and
WHEREAS, all 162 sand cast panels will have to be removed from the building's
facade to replace the connectors, repair the panels, repair the concrete wall and beams,
and apply proper waterproofing to the exterior masonry walls; and
WHEREAS, these structural and waterproofing repairs are currently not part of the
scope for the renovation and addition to the Rotunda; and
WHEREAS, the project was initially expected to be substantially complete in
February 2025 and an extension of the project construction period will be required to
complete the additional scope of work; and
WHEREAS, AVR has provided a proposal to remove the panels, repair the
damage to the panels, replace the connectors with new stainless -steel anchors, repair
the masonry walls and columns, waterproof the existing concrete masonry walls and
reinstall the panels at a construction cost of $2.16 million; and
WHEREAS, this change order is subject to final negotiation with the contractor in
the not to exceed amount of $2,100,000 plus 10% owners contingency for a total of
$2,310,000;and
WHEREAS, the total impact to the project cost includes the change order, 10%
owners contingency, additional construction administration services and project
management fees resulting in an additional project cost of $2.64 million; and
WHEREAS, the cost of the repairs exceeds the existing project contingency and
will require allocation of additional funds; and
WHEREAS, AVR has estimated that these structural and waterproofing repairs will
increase the construction time by 300 calendar days; and
WHEREAS, City staff has reviewed the preliminary estimate and scope and find
them appropriate; and
WHEREAS, the final proposal shall be negotiated upon completion of the
construction documents by WON; and
WHEREAS, Change Order No.1 will be negotiated and finalized, not to exceed an
amount of $2.1 million, plus a 10% owner's contingency, and an increase in the contract
time not to exceed 300 calendar days; and
WHEREAS, the Administration recommends that the Mayor and City Commission
approve Change Order No. 1.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City
Commission hereby approve and authorize the City Manager and City Clerk to execute
Change Order No. 1 to the contract between the City of Miami Beach, Florida and AVR
Contractors, Corp., pursuant to ITB-2023-321-DF, for Construction Services at the Collins
Park Performing Arts Venue - Rotunda, with said change order in the not to exceed
amount of $2.1 million, plus a 10% owner's contingency, and 300 calendar days increase
in the project construction time, to address unforeseen structural deficiencies and repairs
to the existing sandcast panels around the exterior of the building, waterproofing to
address water infiltration and repairs to the exterior structural walls, subject to the
approval of the second Capital Budget Amendment to the FY2025 Capital Budget.
PASSED and ADOPTED this // day of Pe"AVk0- , 2024.
ATTEST: �
Steven Meiner, Mayor
DEC 3 - 2024
Rafael E. Granado, City Clerk APPROVED AS TO
-M� g FORM & LANGUAGE
[IN(pRPT0AAIE� ) Z rZ}z9
`t,3'. 1IrrGG." Ci ttomey er,r' Date
Resolutions - R7 G
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Eric Carpenter, City Manager
DATE: December 11, 2024
TITLE: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY
MANAGER AND CITY CLERK TO NEGOTIATE AND EXECUTE CHANGE ORDER
NO. 1 TO THE CONTRACT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA
AND AVR CONTRACTORS, CORP., PURSUANT TO ITB-2023-321-OF, FOR
CONSTRUCTION SERVICES AT THE COLLINS PARK PERFORMING ARTS
VENUE - ROTUNDA, WITH SAID CHANGE ORDER IN THE NOT TO EXCEED
AMOUNT OF $2.1 MILLION, PLUS A 10% OWNER'S CONTINGENCY, AND 300
CALENDAR DAYS INCREASE IN THE PROJECT CONSTRUCTION TIME, TO
ADDRESS UNFORESEEN STRUCTURAL DEFICIENCIES AND REPAIRS TO THE
EXISTING SANDCAST PANELS AROUND THE EXTERIOR OF THE BUILDING,
WATERPROOFING TO ADDRESS WATER INFILTRATION AND REPAIRS TO
THE EXTERIOR STRUCTURAL WALLS, SUBJECT TO THE APPROVAL OF THE
SECOND CAPITAL BUDGET AMENDMENT TO THE FY 2025 CAPITAL BUDGET.
RECOMMENDATION
The Administration recommends that the Mayor and City Commission (City Commission) adopt
the Resolution.
BACKGROUND/HISTORY
Designed by Herbert A. Mathes, the Collins Park Rotunda (Rotunda) was completed in 1961 and
originally functioned as a reading room and auditorium for the local Miami Dade County Library.
The Rotunda's distinctive cylindrical form is clad in textured sand cast concrete panels, created
by artist Albert Vrana. These panels, which encircle the building, feature an abstract design called
The Story of Man. Vrana crafted the panels by casting concrete into wet sand which he molded
by hand.
In the 1990s, the library and the walkway connecting to the Rotunda were demolished, leaving
the Rotunda. However, the building became uninhabitable after the removal of its plumbing,
HVAC, electrical systems, and all interior finishes during the library demolition. The building has
not been used since then, except for a few events through special event permits.
On April 26, 2017, the City Commission directed the Administration to proceed with the Cultural
Arts Council's plan to convert the Rotunda into a performing arts space. The City contracted M.C.
Harry Associates to design an addition and connection that would seamlessly integrate with the
existing structure. The scope of work consists of renovating the interior of the existing 1,960-
square-foot Rotunda, which will include selective demolition, new interior finishes, and upgrades
to mechanical, electrical, and ADA systems within the existing structure. An 895-square-foot
addition features an entrance lobby and restrooms. The project also includes the installation of
new exterior glazing and doors, a new roofing system, accessible exterior concrete walkways,
Page 734 of 1452
pedestrian -scale exterior LED lighting, as well as landscaping and irrigation improvements. The
new design aims to support various functions, enhance accessibility, and ensure a thoughtful,
aesthetic integration with the original Rotunda building.
To engage a contractor for the renovation and addition, ITB 2023-321-DF was issued on August
24, 2023. AVR Contractors, Corp (AVR) was selected as the lowest responsive and responsible
bidder and a contract was awarded on January 26, 2024 with a construction cost in the amount
of $2,237,664.50 plus a 10% owners contingency of $223,766.45 for a total of $2,461.430.95.
Upon issuance of all required permits, Notice to Proceed (NTP) with construction was issued on
April 1, 2024, and mobilization to the site for commencement of construction work began on April
8, 2024. Construction is currently underway and is approximately 25% complete.
ANALYSIS
On June 12, 2024, while performing interior framing at the Rotunda, AVR encountered water
infiltration at the interior perimeter of the existing Rotunda building as a result of heavy rainfall.
The Facilities and Fleet Department (Facilities), responsible for maintenance of the existing
building, engaged a roofing contractor to address a suspected roof leak.
An assessment by roofing contractor, A & J Roofing, Corp. concluded that the roof was not the
source of the water infiltration. They identified areas along the building perimeter where water
was entering the building through the exterior walls, behind the sand cast panels. The water that
entered the building damaged the new materials and finishes that were being installed as a part
of the renovation of the Rotunda.
Facilities contacted consultants Wood/O'Donnell & Naccarato Structural Engineers (WON), who
were already under contract to provide the professional services required for the 40/10 year
recertification of the existing building. Further investigation by WON revealed significant structural
issues with the panels and their connections to the building, including cracks, spalling, and
corroded anchors, which required repair. See attached report including photos (Exhibit A). These
panels, exposed to the elements near the ocean for 62 years, have experienced extensive
deterioration and WON has expressed concern that panels could dislodge from the building's
fagade.
Several concrete columns, tie beams and edge of slabs behind the panels are cracked and
spelled, requiring repair as well. To ensure the building's structural integrity, WON has provided
preliminary construction documents and details for the replacement of the damaged connectors.
All 162 sand cast panels will have to be removed from the building's faFade to replace the
connectors, repair the panels, repair the concrete wall and beams, and apply proper waterproofing
to the exterior masonry walls.
The extent of the structural issues and damages on the panels and their connections to the
building were not evident during the design of the renovation project, and only became noticeable
after the June 2024 rain event and water infiltration which led to further investigations. The
renovation and addition to the Rotunda project only included minor spall repairs at the bottom of
the panels. The structural and waterproofing repairs to the building, and the removal, repair and
reinstallation of the panels were not part of the scope for the renovation project.
The project was initially expected to be substantially complete in February 2025. An extension of
the project construction period will be required to complete the additional scope of work.
Page 735 of 1452
COST
AVR has provided a proposal (Exhibit B) to remove the panels, repair the damage to the panels,
replace the connectors with new stainless -steel anchors, repair the masonry walls and columns,
waterproof the existing concrete masonry walls and reinstall the panels at a construction cost of
$2,160,277. This change order is subject to final negotiation with the contractor in the not to
exceed amount of $2, 100,000 plus 10% owner's contingency for a total of $2,310,000.
The total impact to the project cost includes the change order, 10% owner's contingency,
additional construction administration services and project management fees resulting in an
additional project cost of $2,640.000.
AVR has estimated that these structural and waterproofing repairs will increase the construction
time by 300 calendar days.
City staff has reviewed the preliminary estimate and scope and find them appropriate for the level
of development of the construction documents, and the contractor's initial concept of the means
and method for executing the work. WON has reviewed the documents and suggests further
negotiations of the cost based on possible efficiencies in means and methods, and the final
documents. The final proposal shall be negotiated upon completion of the construction documents
by WON.
Change Order No.1 will be negotiated and finalized, not to exceed an amount of $2,100,000, plus
a 10% owner's contingency, and an increase in the contract time not to exceed 300 calendar
days.
FISCAL IMPACT STATEMENT
The total amount of the Charge Order is $2,100,000, plus a 10% owner's contingency, for a
grand total of $2,310,000.
Does this Ordinance require a Business Impact Estimate?
(FOR ORDINANCES ONLY)
If applicable, the Business Impact Estimate (BIE) was published on:
See BIE at: https:ilwww.miamibeachfl.gov/city-hailicityclerklmeeting-noticed
Subject to the 2^d Capital Budget Amendment to the FY2025 Capital Budget
CONCLUSION
The Administration recommends that the City Commission approve the resolution.
Applicable Area
Middle Beach
Is this a "Residents Riaht to Know" item. Is this item related to a G.O. Bond
pursuant to City Code Section 2-17? Project?
Page 736 of 1452
Yes
No
Was this Agenda Item initially requested by a lobbyist which as defined in Code Sec. 2-481
includes a principal engaged in lobbying? No
If so, specify the name of lobbyist(s) and principal(s):
Department
Capital Improvement Projects
Sponsor(s)
Co-sponsors)
Condensed Title
Execute Change Order 1, Collins Park Performing Arts Venue - Rotunda Project. CIP
Page 737 of 1452
EXHIBIT
WOOO/
O'OONNELL
NWNACCARATO
July 30, 2024
Ms. Olga Sanchez, E.I., C.G.C., LEED AP
Senior Facilities Capital Projects Coordinator
City of Miami Beach
Facilities Management Division
Facildies and Fleet Management Department
1833 Bay Road
Miami Beach, Florida 33139
Via email. oloasanchez0miamibeachfl.00v
Cc* ColetteSatchelltaa)miamibeach8.00v
Reference: Rotunda Building at Collins Park
Proposed Structural Repairs for Recertification
Exterior Art Panels
Miami Beach, Florida
Dear Olga:
As you know, as part of our engineering services for structural repairs in preparation for
structural Recertification of the Rotunda Building, we have conducted observations of the
exterior precast concrete art panels that clad the building.
Also, as you know, there is an on -going project through the CIP office to renovate the interior of
the building and add an exterior entry and semi -attached restrooms (W/O&N is not currently
involved in that project). While conducting the work of that project, it was discovered that there
is moisture intrusion into the building's interior. We understand that some water testing was
conducted and that it confirmed moisture intrusion in the area of the existing entry and in other
locations. W/O&N was not involved in the testing and has not been provided a report relative
to that testing.
Our recent observations of the panels revealed the following:
• Except for two full -height windows and the existing entry, the exterior of the building is
clad with precast concrete art panels. There are three horizontal rows of panels. The
tops and bottoms of the panels are supported (gravity) and anchored (wind) by steel
angle/plate brackets anchored to concrete members in the building and with anchor
rods/threaded inserts to the panels.
41_.1-.'a.A; DE ",
Page 738 of 1452
EXHIBIT A
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There is considerable corrosion at most of the brackets and anchor rods/inserts along
the bottoms of the panels (above the reflecting pool). There is a lesser, but still
significant, degree of corrosion of the brackets at the tops (at roof level) of the panels.
The brackets at the intermediate levels are not sufficiently accessible to accurately
assess their conditions.
The bottoms of the bottom row of panels (above the reflecting pool) are spelled for
much of the perimeter of the building due to corrosion of the anchor rods/inserts and
corrosion of the panel reinforcement. There are a few other locations of spelled
concrete and physical damage. There is also some concrete spelling at the tops of the
panels (at roof level).
There is an approximate 2-inch gap between the exterior face of the building and the
backs of the panels. It appears that the roofing in the area above the existing entry may
have previously extended over the gap. The current roofing does not span the gap. In
other areas, there is no firm evidence that the roofing ever extended over the gap.
Some of the joints between panels were previously caulked (although it is now, in poor
condition). Most joints, however, are not caulked. Therefore, rainwater is persistently in
contact with the exterior face of the building wall (behind the panels), the backs of the
panels, and the support/anchor brackets.
It appears that there may be an original damp -proofing material on the exterior face of
the building wall (CMU and concrete). Currently, this can only be observed by looking
into the 2-inch gap. Therefore, observation is very restricted.
Major issues and concerns:
Water intrusion into a newly renovated and sensitive space.
Acceleration of structural deterioration due to water intrusion.
Corrosion of support brackets, anchor rods and inserts at the top and bottom of the panel
installation.
Uncertainty of the conditions of the two intermediate rows of brackets.
Concrete spalling at the bottoms of the panels and to a lesser degree spelling at the tops
of the panels. Uncertainty of the conditions of the panels at the two intermediate rows of
brackets.
Preservation of the art for some period into the future.
Action Alternatives Relative to the Art Panels
1. Panels Remain in Place
a. Shore and brace existing panels for work.
b. Sequentially remove all brackets, anchors, and inserts at the top and bottom of the
panel installation. Replace with stainless steel brackets and anchors.
c. Anchor the panels at the two intermediate joints with large -diameter (likely 1"+/-
diameter) stainless steel rods. This will require drilling through the faces of the panels,
inserting sleeves, and inserting epoxy adhesive, followed by insertion of rods and
patching of the faces of the panels. The existing intermediate support/anchor brackets
Page 739 of 1452
will remain in place (with the likely prospect of future corrosion and damage to the
panels).
d. Repair concrete spalls where accessible at the tops and bottoms of the panels and at
other visible locations.
e. Patch, repair, and restore the faces of the art panels (by art/architectural conservator).
f. We recommend the City consult with a waterproofing consultant. We assume,
however, that at the least the City would want to extend the roofing over the gap along
the perimeter of the roof. The City may also want to consider caulking the joints
between the panels (could be set back from the faces of the panels to minimize
visibility).
2. Remove and Replace Panels
a. Remove all existing panels (progressing from top to bottom). Lay panels out
(considerable space required) on the ground (with appropriate support as may be
required). The City may want to hire an art handler/rigger for removing and replacing
the panels.
b. Remove all existing brackets, anchors, and inserts. Repair spalled concrete. As may
be accessible while on the ground, patch and restore art surface as required. These
functions will be more easily accomplished on the ground as opposed to on the
building.
c. Prepare new stainless -steel brackets, anchors, and inserts.
d, In consult with a waterproofing consultant, apply a waterproofing system to the exposed
exterior face of the building. Consider extending the roofing over the gap at the roof
level and consider caulking the panel joints. To possibly provide some protection to the
panels themselves, lt may be desirable to apply a clear, breathable sealer to the backs
and/or fronts of the panels.
e. Re -install panels with new stainless steel brackets throughout.
Alternative 2 will obviously provide the more reliable and longer -lasting results. There is a risk,
however, of damage to the panels during the handling. It should be expected that alternative 2
will have a higher initial construction cost.
Please let us know if you'd like to discuss these issues further. Please let us know how the
City would like to proceed.
Sincerely,
WOOD/O'DONNELL & NACCARATO
Douglas S. wood
Douglas S. Wood, P.E., FRSE
Principal
Page 740 of 1452
EXHIBIT A
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Page 744
13. 2024 at 944
2100 car
Miami Beach FL
Ej
Jun 13, 2024 at 9:45:59 AM
2100 Collins Ave
Miami Beach FL 33139
United States
Collins Park
INIMIODAM
olllns Ave
ach FL 33139
Urntec States
Collins Park
y a.
AVR Contractors Corp.
November 19, 2024
Larisa Vargas, Project Manager
City of Miami Beach
Office of Capital Improvement Projects (CIP)
1700 Convention Center Drive, Miami Beach, FL 33139
RE: Estimate M 1079 - R - Art Panels Restoration and Waterproofing at Collins Park Rotunda
This price is based on the preliminary drawings from Wood/O'donnels Nacarato, dated
10/25/2024. Sheets S-000, 5-001, 5-002, 5-100, 5-1O18, 5-102 provided by CIP.
These are progress drawings; therefore, they are issued prior to completion of the structural
design; and as such, are incomplete by nature for the comprehensive scope of the project.
Allowances for structural elements required due to the completion,
AVR Contractors is treating this change order as an as -built project since nobody knows what
are the existing conditions behind the existing precast fapde panels. Any further extent of
concrete repairs will be determined later after Engineer examine the exposed concrete
structural members.
Price does not include:
• Special Inspector cost
• Permits
Project Estimated Duration: 30 — 12 Months.
Total Change Order 5 2,160,277.00 See attached breakdown.
1302 NE 1251h Street. Suite — A. North Miami, FI 33161
PH 305-9828770 ealvarez@avrconlractors.com ; wera@avrcontractors.com
0
AVR Contractors Corp.
General Conditions
1 $ 25,000.00
Shop Drawing (Structura I Steel/fabrication of structural steel
2 $ 25.coo.o0
Temporary Fence and Privacy Screen
3 $ 15,000.00
Portable Toilet, Garbage Dumpster and Storage Container
4
$ 4o,coo.00
Building Risk B Pollution Policies
s
$ zo,aoo.00
Liability Insurance
6
$ 11 "1.11
Bond
7
$ 3,00000
Landscaping Maintenance
e
$ ioxc000
Primavera- Construction work schedule
9
$ 1aa,000.00
Extended Office Costs
f 271,000.00
Sub -total
Demolition and Temporary Protection
11
$ 28,000.00
Bump Lift Rental 10 month
12
$ 3,240.00
Pool Protection (approximate 90 sheet of plywood)
13
8 1,120.00
Pool Protection hand rail (approximate 140 2X4)
14
$ 6o,coo.00
Shooting, bracing, scaffolding and equipment/ tools (all, structural work by AVR Cont.)
$ 92,a80.00
Sub -total
Site Work
16
$ a,000,00
Root Flashing Replace SS.
17
$ 365,000.00
Supervision, man power and materials for demolition, construction, spatting
restauration before applywater proofing (patching concrete member); cutting,
extraction / drilling for reconnection on new position 656 anchor bolts for panels
connection. (164 Panels x 4 Bolts ea)
18
$ 8,200.00
Epoxyanchor--use twocomponent epoxy base -use HIM HY-200(is discontinued --
replacement HIT-HY 100 cost HD) for 656 anchor bolts connector to panels
19
$ 50,000.00
Water Proofing around Rotunda area (Block Walt/ Concrete Water Proofing sikalastic
HLM 5000 GC (This price is based in 25 mobilizations)
20
$ 1301000.00
Materials metal connection, structural steel -stainless steel, anchor bolts, threaded
rods, nuts, washers
21
$ 1,085,000.0o
Artist repair and Art riggers.
$ 1.646100.0o
Sub -total
$ Zoic 580.00 Total
$ 150.717,00 P 7 %
$2,lso zn.00
a d Total
Ricardo Vera
President AVR 2�nrlactcrs Corp.
1302 NE 125'h Street. Suite — A. North Miami, FI 33161
PH 305-9828770 ealvarez@ )rrU;ptfslr; rvera@avrcontractorscom