2001-24254 RESO
RESOLUTION NO. 2001-24254
A RESOLUTION OF THE MAYOR AND THE CITY
COMMISSION OF THE CITY OF MIAMI BEACH,
FLORIDA, AWARDING A CONTRACT TO
INTERNATIONAL BUILDERS LATIN AMERICA,
INC., PURSUANT TO INVITATION TO BID NO. 138-
99/00, FOR THE CONSTRUCTION OF THE SCOTT
RAKOW YOUTH CENTER PROJECT, IN THE
AMOUNT OF $2,893,000; COMPRISED OF $2,845,700
FOR CONSTRUCTION BASE BID AND $47,300 FOR
ADDITIVE ALTERNATES, OF WHICH FUNDS WERE
PREVIOUSLY APPROPRIATED AS FOLLOWS: $1,
510,126 FROM THE $15 MILLION PARKS GENERAL
OBLIGATION (G.O.) BOND FUND NO. 370; $431,787
FROM THE INTEREST EARNED FROM THE $15
MILLION PARKS G.O. BOND FUND NO. 370;
$806,571 FROM THE MIAMI-DADE COUNTY SAFE
NEIGHBORHOOD PARKS BOND FUND NO. 371; AND
$21,296 FROM THE CAPITAL PROJECTS BOND
FUND NO. 366; FURTHER APPROPRIATING $133,705,
COMPRISED OF $123,220 FOR CONSTRUCTION,
AND THE BALANCE FOR PUBLIC WORKS
CONSTRUCTION MANAGEMENT FEES, FROM THE
$92 MILLION G. O. BOND, SERIES 2000 FUND NO.
374.
WHEREAS, on September 1, 2000, Invitation to Bid No. 138-99/00 for the Scott Rakow
Youth Center Project was issued; 1,317 vendors were notified; and thirty-seven (37) requests for
plans and specifications were received; and
WHEREAS, two pre-bid conferences were conducted on September 22, 2000, and October
2, 2000, respectively; and
WHEREAS, a site inspection was conducted on October 11, 2000; 'and
WHEREAS, on December 18, 2000, a total of seven (7) responsive (and one (1) non-
responsive) bids were received; and
WHEREAS, the City's consultant, Carr Smith Corradino, evaluated the bids; and
WHEREAS, International Builders Latin America, Inc. was determined to be the lowest
responsive and responsible bidder; and
WHEREAS, funding, in the total amount of $2,893,000 (comprised of $2,845,700 for the
construction base bid, and $47,300 for additive alternates), is available from the $15 Million Parks
General Obligation (G.O.) Bond Fund No. 370; from the $15 Million Parks G.O. Bond Interest, Fund
No.370; from the $92 Million G.O. Bond Fund No.374; from the Miami-Dade County Safe
Neighborhood Parks Bond Fund No. 371; and from the Capital Project Bond Fund No.366; and
WHEREAS, $133,705 is available from the $92 Million G.O. Bond Series 2000; Fund No
374, $123,220, to complete the $2,893,000 construction budget, and the balance for Public Works
Construction Management fees; and
WHEREAS, the Administration herein requests that the Mayor and City Commission
approve the award of the bid, and authorize the Mayor and City Clerk to execute a contract with
International Builders Latin America, in the amount of $2,893,000, for the construction of the Scott
Rakow Youth Center Project, and for the appropriation of#133,705 from the aforementioned Bond
Fund.
NOW, THEREFORE BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and the City
Commission approve the award and authorize the Mayor and City Clerk to execute a Contract with
International Builders Latin America, Inc. , pursuant to Invitation to Bid No. 138-99/00, for the
construction of the Scott Rakow Youth Center Project, in the amount of $2,893,000, comprised of
$2,845,700 for construction base bid and $47,300 for additive altemates, of which funds were
previously appropriated as follows: $1,510,126 from the $15 Million Parks General Obligation
(G.O.) Bond Fund No. 370; $431,787 from the Interest Earned from the $15 Million Parks G.O.
Bond Fund No. 370; $806,571 from the Miami-Dade County Safe Neighborhood Parks Bond Fund
No. 371; and $21,296 from the Capital Projects Bond Fund No. 366; further appropriating $133,705,
comprised of $123,220 for construction, and the balance for Public Works Construction
Management fees, from the $92 Million G. O. Bond, Series 2000 Fund No. 374.
PASSED AND ADOPTED this 31st day of Jan. ,2001.
f~OR
ATTEST:
~(cl~
APPROVED AS TO
FORM & LANGUAGE
& FOR EXECUTION
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EXHIBIT "B"
SCOTT RAKOW YOUTH CENTER IMPROVEMENTS PROJECT
HISTORY OF SIGNIFICANT ACTION STEPS
(1/20/01)
. September 8, 1994, the City Commission approved Resolution 94-21284 calling for a
special election to be held on November 8, 1994, for the purpose of seeking the approval of
the electorate to issue General Obligation Bonds in a principal amount not to exceed $15
million to construct, renovate and rebuild parks and recreation facilities within the City's
park system. Included in this approval was $2,175,000 for the Scott Rakow Youth Center
Improvements project, and identified $900,000 for the expansion of the existing ice rink..
. November 8,1994, the citizens of Miami Beach approved the issuance of$15 million in
general obligation bonds for park improvement including the Scott Rakow Youth Center
Improvements funding.
. March 3, 1995, a notice of Request for Letters of Interest (RFLI) was issued to 101
architectural firms seeking professional services for the Master Planning of Miscellaneous
Improvements at Various Sites included in the City's Parks and Recreation Bond Program.
As a result 39 specifications were mailed, resulting in five (5) responses at the bid opening
on March 30,1995.
. May 8, 1995, all five (5) firms were invited to make oral presentations before a selection
committee which ultimately recommended Bermello, Ajamil & Partners, Inc.
. May 17, 1995, the City Commission authorized the Administration to enter into negotiations
for award of contract with Bermello, Ajamil & Partners, Inc.
. July 12, 1995, the Commission approved an agreement with Bermello, Ajamil & Partners,
Inc. to complete the Parks Master Plan.
. May, 1995 - June, 1996, the Administration and Bermello, Ajamil & Partners, Inc.,
conducted no less than seventy (70) public meetings with the community, various boards and
committees and the Commission intended to gain the information needed to develop the
Parks Master Plan. Included in this number were a minimum of seven (7) documented
public meetings related to the Scott Rakow Youth Center specifically intended to gain
community input as to final facility concepts and designs.
. June 19, 1996, the Mayor and City Commission adopted the General Obligation Master Plan
for Improvements to the City's Parks and Recreation Facilities, including the proposed
improvements for the Scott Rakow Youth Center and specifically directed the Administration
to construct a new ice rink in the northeast section of the site and acknowledging the
architects' finding that the directive as given would increase the cost of the ice rink by an
estimated $600,000 - $700,000, to come from any available funds.
. October 1996 - July 1997, the City implemented the process to recruit, interview and select
architectural firms to design the parks projects included and approved in the Parks Bond
Program.
. July 16, 1997, the Commission approved a resolution approving and authorizing the
execution of agreements with the firms of Bermello, Ajamil & Partners, Inc., Carr Smith
Associates, and REG Architects, Inc. to provide professional architectural/engineering
services for the Parks Master Plan.
. July, 1997 - January, 1998, the three (3) selected architectural firms began the planning
and schematic design phases for the various projects and submitted preliminary design
development documents.
. January 21, 1998, the City Commission ratified the submission of four (4) grant
applications, in a total amount of $5,166,000, from the Miami-Dade County Safe
Neighborhood Parks Bond Program for the purpose of further improving parks as designated
in the Parks Master Plan. This included an additional $941,000 for improvements to the
Scott Rakow Youth Center ice rink.
. May 20,1998, the City Commission accepted the Report of the Joint Meeting of the Finance
and Citywide Projects! Neighborhoods Committees of May 8, 1998, including the approval
of the schematic designs and base bids estimates for the parks projects in the $15 Million
General Obligation Parks Improvements Program and the Miami-Dade County Safe
Neighborhood Parks Bond Program with the exception of the Scott Rakow Youth Center ice
rink, the basketball courts for North Shore Park and resolution of the pool issue (size and
depth) at Normandy Isle Park. The issue of the pending issue related to the ice rink's size and
the request from the user group that the proposed size of the rink (65' x 110') should be
expanded. This issue was to continue being studied.
. July 15, 1998, a Request for Direction for Resolution ofthe Pending Issue Related to the
Project Improvements to be Completed at the Scott Rakow Youth Center Ice Rink was
presented to the City Commission. The City Commission ultimately directed the
Administration to construct a rink with an ice surface of 65' X 130'.
. November 18, 1998, the Commission approved a Resolution Setting a Public Hearing to
Consider A Waiver of Development Regulations, Pursuant to Section 142 of the Code of the
City of Miami Beach, in Order to Allow the Construction of A two-Story Addition at the
Scott Rakow Youth Center Encroaching Into the Required Setbacks.
. December 16,1998, the City Commission Approved a Resolution Requesting A Waiver of
Development Regulations Pursuant to Section 142 of the Code of the City of Miami Beach
in Order to Allow the Construction of a Two Story Addition at the Scott Rakow Youth
Center Encroaching Into the Required Setbacks. This was the follow up action in response
to the November 18, 1998 request to set the Public Hearing Agenda Item C7F. At the
meeting, the City Commission ultimately approved the construction of an ice rink
approximately 125'-0 by 65'-0 and construction up to the City's property line.
. April 20, 1999, the Design Review approval is granted for renovations to the Scott Rakow
Youth Center.
. July 7, 1999, the City Commission Approved a Resolution Appropriating Funds, in the
amount of $960,961, Generated as Interest Earnings from the $15 Million General Obligation
Parks Improvements Bond Program for the Period of October 1997 Thru January 1999. This
action included $431,787 to be added to the Scott Rakow Youth Center Improvement
Project.
. July 7, 1999, the City Commission Approved Resolution Amendment No. 2 to the
Agreement with Carr Smith Corradino, Dated July 16, 1997 in the Amount of $74,977, for
the Provision of Additional Services not Included in the Original Scope of Work, Including
Several Schematic Designs for the Approval of the Scott Rakow Youth Center Ice Rink (At
Least 17 Different Schemes and Cost Estimates and a Scale Model for Presentations),
Plan Revisions and Redesigns Requested by the Design Review Board to Gain Board
Approval for Flamingo Park, Normandy Isle Park, and the Scott Rakow Youth Center; and
Additional Costs for Surveying.
. November 2,1999, the citizens of Miami Beach approved the issuance of $91,755,000
million in General Obligation Bonds which included $150,000 for improvements to the Scott
Rakow Youth Center.
. January 12, 2000, the City Commission Adopted a Resolution Approving and Authorizing
the Mayor and City Clerk to Execute an Amendment to the Current Agreement with Carr,
Smith, Corradino, to Provide Architectura1lEngineering Services for Three (3) Park Projects,
as Proposed in the City's Parks Master Plan and Approved by the Mayor and City
Commission; Said Amendment Establishing a Reduced Overall Fee of 9% (from Previously
Approved Rate of 10%) of Construction Cost; Appropriating the Amount of $153,937
(Comprised of $131 ,937 for the Additional ArchitecturallEngineering Services Necessary
to Complete the Parks, as Specified in the 1999 General Obligation Bond Program), and an
Amount Not to Exceed $22,000 for Surveying, Testing and Other Reimbursable Expenses,
with Funding Available from the City's General Fund Undesignated Fund Balance, to be
Reimbursed from the Future General Obligation (G.O.) Bond Issue.
. March 22, 2000 and May 31, 2000, Bayshore, Lake Pancoast, Sunset Islands, 40th Street,
Sunset Harbor, Flamingo Drive G.O. Bond Neighborhood Community Meeting. At this
meeting residents were given the opportunity to provide additional input related to the Scott
Rakow Youth Center funding allocation of$150,000 and make recommendations as to how
it should be expended.
. January 22, 2001, Administration made a presentation at a special meeting of the G.O.
Bond Oversight Committee to provide a project status update and inform the Committee that
the Administration was placing an item on the January 31, 2001 Commission agenda to
award a contract to International Builders Latin America, Inc., in the amount of $2,845,700
and appropriating $133,705 from the 1999 $92 million General Obligation Bond, Series
2000, for the construction of the Scott Rakow Youth Center Project. This request was
approved unanimously.
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EXHIBIT "e"
Jan-24-01 II :STam From-
7-98T P 02/04 F-129
CORRADINO
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Janl13IY 24, 200 I
ENGINEERS
ARCHITECTS
PLANNERS
CONSTRUCTORS
ARCH. uc. NO. AA0002957
Mr. John G. Ellis
City of Miami Beach
Procurement Division
Miami Beach, Florida 33139
Re: Scott Rakow Youth Center Bid DO. 138-99/00
Dear Mr. Ellis,
Corradino has completed the bid review for the Scott Rakow Youth Center Project. Upon our
review, the lowest qualified bidder is International Builders Latin America (IBLA), with a base
bid of $2,587,000.00 plus a contingency sum of$258,700.00. Therefore, the srand total adds up
to $2,845,700.00 (see-attached spreadsheet). The srand total sum given by IBLA is within the
initial construction budget assigned to this project.
IBLA complied with all the requirements stated in the Bid documents. The key subconn-actor
listed to perform the construction of the ice skating rink is Cimco. Cimco has installed over
4,000 ice surfaces worldwide and is an industry leader in ice rink technology. We believe that
Cimco has the qualifications and experience to perform the scope of work shown on the plans and
specifications. Therefore, we arc recommending award of contract to International Builders Latin
America for the Scott Rakow Youth Center projeC1.
If you should have any questions regarding this letter please do not hesitate to contaC1 me.
C: Mr. Matthew Schwartz - eMB
Mr. Michel Maglorie - CMB
Mr. Rolando Llanes - Corradino
4055 NW 9711\ AVENUE. MIAMI, FLOR.IOA 33178
TEL 305.594.0735 . FAX 305594.0755
WWW.CORRAOINO COM
CITY OF MIAMI BEACH
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139
http:\\ci.miami-beach.f1.us
COMMISSION MEMORANDUM NO. C,3-0 I
TO:
Mayor Neisen O. Kasdin and
Members of the City Commission
Jorge M. Gonzalez ~ l J.~
City Manager 0 I/'" v 0
DATE: January 31, 2001
FROM:
SUBJECT: A RESOLUTION OF THE MAYOR AND THE CITY COMMISSION OF
THE CITY OF MIAMI BEACH, FLORIDA A WARDING A CONTRACT TO
INTERNATIONAL BUILDERS LATIN AMERICA, INC. , PURSUANT TO
INVITATION TO BID NO. 138-99/00, FOR THE CONSTRUCTION OF THE
SCOTT RAKOW YOUTH CENTER PROJECT, IN THE AMOUNT OF
$2,893,000 COMPRISED OF $2,845,700 FOR CONSTRUCTION BASE BID
AND $47,300 FOR ADDITIVE ALTERNATES, OF WHICH FUNDS WERE
PREVIOUSLY APPROPRIATED AS FOLLOWS: $1,510,126 FROM THE
$15 MILLION PARKS GENERAL OBLIGATION (G.O.) BOND FUND NO.
370; $431,787 FROM THE INTEREST EARNED FROM THE $15 MILLION
PARKS G.O. BOND FUND NO. 370; $806,571 FROM THE MIAMI-DADE
COUNTY SAFE NEIGHBORHOOD PARKS BOND FUND NO. 371; AND
$21,296 FROM THE CAPITAL PROJECTS BOND FUND NO. 366;
FURTHER APPROPRIATING $133,705 COMPRISED OF $123,220 FOR
CONSTRUCTION, AND THE BALANCE FOR PUBLIC WORKS
CONSTRUCTION MANAGEMENT FEES, FROM THE $92 MILLION G. O.
BOND, SERIES 2000 FUND NO. 374.
ADMINISTRATION RECOMMENDATION:
Adopt the Resolution.
FUNDING:
Funding in the total amount of$2,893,000, is available as follows:
. $15 Million Parks G.O. Bond Fund No. 370.2164.- $1510.126
. $15 Million Parks G. O. Bond Interest- Fund No. 370.2164.- $431.787
. $92 Million G. O. Bond Series 2000, Fund No. 374.2164.-$123.220
. Miami-Dade County Safe Neighborhood Parks Bond Fund No. 371.2164. -$806.571
. Capital Project Bond Fund No. 366.2094.- $21.296
. ."".lING APPROVED
AGENDA ITEM R7 G-
DATE-1-3/-0 J
.
ANALYSIS
The Scott Rakow Youth Center Improvements project has been an ongoing and expanded vision of
the community, the Mayor and Members of the City Commission, and the Administration since
early 1994 when a referral to a joint meeting of the Finance and Capital Improvements Committees
initially discussed the issuance of general obligation bonds, in the amount of $40 million for parks
improvements. At the time of the referral a renovation program estimated at $3.95 Million was
envisioned for the Scott Rakow Youth Center which included the conversion of the Par 3 Golf
Course into a multi-purpose ballfield complex, renovations to the existing ice rink and improvements
to the Miami Beach High School fields. Since the time of this initial discussion several significant
action steps relative to the Scott Rakow Youth Center Improvements project have transpired. A
history of these steps, which included no less than thirteen (13) Commission level actions and twelve
(12) community meetings and workshops is attached for review (Exhibit nBn).
The City entered into an Agreement with the architectural firm of Carr Smith Corradino to develop
plans and specifications for the Scott Rakow Youth Center improvements and two other park
projects included in the Parks Bond Master Plan. The project was extensively reviewed by the
community during the progranuning and design phases. On September 1, 2000 the Invitation to Bid
was issued. One-thousand three-hundred and seventeen (1,317) vendors were notified. Thirty-seven
(37) requests for plans and specifications were received. Two pre-bid conferences were held on
September 22, 2000, and October 2, 2000, respectively. A site inspection was conducted on October
11, 2000. During the bidding phase, the prospective bidders issued a number of requests for
information. As a result, there were six (6) amendments to the bid documents. In addition, the bid
opening date was extended to December 18, 2000. Seven (7) responsive, (and one (1) non-
responsive) bids were received by the City. They are as follows:
. Pedro Falcon Electrical Contractors, Inc.
. Regosa Engineering, Inc.
. Gray Construction Associates, Inc.
. JCI International, Inc.
. NAC Construction, Inc. (Non-responsive bid)
. International Builders Latin America, Inc.
. TGSV Enterprises, Inc.
The bidders' proposals included all labor, materials, equipment and supervision necessary to
complete the Scott Rakow Youth Center Project in accordance with the specifications and drawings.
The contract document stipulates that substantial completion must be attained within three- hundred
and thirty-five (335) calendar days after the issuance of the Notice to Proceed. Additionally, the
project must be completed and ready for final payment thirty (30) calendar days following the
substantial completion date.
The Scope of Work encompasses the construction of a new Ice Rink, building renovations, locker,
room renovations, landscaping, irrigation, concrete, masonry walls, reinforced concrete, metal doors
and frames, hardware, glazing, tiles, interior finishes , restrooms, plumbing, ventilation, air
conditioning electrical systems and lighting as required, in accordance with the technical
specifications.
In addition, the documents included a number of Additive Alternates. They are as follows:
Alternate No.1:
Provision of a phasing plan, as it was the City's intent to minimize the interruption of services at
the ice rink, pool, and adjacent locker rooms.
Alternate No.2.:
Provision of outdoor athletic rubber floor (Mondo Sport Flex) in existing covered play area (Room
# 133).
Alternate No.3:
Provision of painted steel in lieu of aluminum at decorative fins and panels along the northeast
exterior facade of the new ice rink.
Alternate No.4:
Provision of landscaping as specified on Sheet LA-I.
The Bid Tabulation attached, (Exhibit "A"), indicates the bidders' quotes for the Base Bid, and
Additive Alternates.
The Administration and the City's consultant, Carr Smith Corradino have evaluated the bids and the
bidders' references. International Builders Latin America, Inc. was determined to be the lowest
responsive and responsible bidder. International Builders Latin America, Inc.'s Base Bid is
$2,845,700. This amount includes a ten percent (10%) construction contingency. At this time, the
Administration is requesting the approval of $2,893,000, comprised of the base bid amount and
additive alternates 1,2, and 4 ($47,300). During the course of construction, the Administration will
evaluate and determine the appropriate additive alternates to be incorporated in the project.
In light of the evaluation of the seven (7) bids conducted by City staff and the City's consultant, Carr
Smith Corradino (Exhibit "C"), the Administration recommends the adoption of the Resolution by
the Mayor and City Commission, awarding the contract to International Builders Latin America, Inc,
in the amount of $2,845,700, and authorizing $47,300 for the Additive Alternates.
Atta~nfjjJ _ ... 1 A~
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T:IAGENDA1200 1\JAN31 0 lIREGULAR12SCOTIME.WPD
.
INVITATION TO BID
SCOTT RAKOW YOUTH CENTER
BID NO. 138-99/00
BID OPENING: OCTOBER 13, 2000 AT 3:00 PM
Gus Lopez, CPPO, Procurement Director
City of Miami Beach - Procurement Division
1700 Convention Center Drive
Miami Beach, FL 33139
City Clerk
----
.
PROCUREMENT DIVISION
Telephone (305) 573-7490
F_lmlle (305) 573-7851
INVITATION TO BID NO. 138-99/00
NOTICE TO CONTRACTORS
Sealed bids will be received by the City of Miami Beach Procurement Director, 3rd Floor, 1700
Convention Center Drive, Miami Beach, Florida 33139, until 3:00 p.m. on the 13th day of October,
2000 for:
SCOTT RAKOW YOUTH CENTER
Scope of Work: This Project consists of General Construction of the Scott Rakow Youth Center
located at 2700 Sheridan Avenue, Miami Beach, Florida. The work includes construction of a new
ice rink, building renovation, landscaping, irrigation, concrete, masonry walls, reinforced concrete,
metal doors and frames, hardware, glazing, tile, exterior finishes, toilets, plumbing, ventilation, air
conditioning, electrical systems & lighting, as required in accordance with the technical
specifications.
At time, date, and place above, bids will be publicly opened. Any bids or proposals received after
time and date specified will be returned to the bidder unopened. The responsibility for submitting
a bid/proposal before the stated time and date is solely and strictly the responsibility of the
bidder/proposer. The city is not responsible for delays caused by mail, courier service, including U.S.
Mail, or any other occurrence.
A Non-Mandatory Pre-Bid Conference/Site Inspection has been scheduled for 10:00 a.m. on
September 22, 2000, at the First Floor Conference Room, located at 1700 Convention Center
Drive, Miami Beach, FL 33139.
A Bid Bond in the amount of five (5%) percent of the contract amount shall accompany each bid.
The successful bidder will be required to furnish Performance and Payment Bonds, each in the
amount of one-hundred (100%) percent of the contract amount.
Package request forms are available by calling City of Miami Beach Procurement Division's
DemandStar.com system at (407) 975-3227 and requesting Document #1383.
r
Any questions or clarifications concerning this Invitation to Bid shall be submitted in writing by mail
or facsimile to the Procurement Department, 1700 Convention Center Drive, Miami Beach, FL
33139 FAX: (305) 673-7851. The bid title/number shall be referenced on all correspondence. All
questions must be received no later than ten (10) calendar days prior to the scheduled bid opening
date. All responses to questions/clarifications will be sent to all prospective bidders in the form of
an addendum. NO QUESTIONS WILL BE RECEIVED VERBALLY OR AFTER SAID
DEADLINE.
The City of Miami Beach reserves the right to accept any proposal or bid deemed to be in the best
interest of the City ofMiarni Beach, or waive any informality in any proposal or bid. The City of
Miami Beach may reject any and all proposals or bids.
YOU ARE HEREBY ADVISED THAT TffiS INVITATION TO BID IS SUBJECT TO THE
"CONE OF SILENCE, " IN ACCORDANCE WITH ORDINANCE 99-3164. A COPY OF
ALL WRITTEN COMMUNICA TION(S) REGARDING TffiS BID MUST BE FILED WITH
THE CITY CLERK.
YOU ARE HEREBY ADVISED THAT TffiS INVITATION TO BID IS SUBJECT TO THE
"CODE OF BUSINESS ETHICS", ("CODE") IN ACCORDANCE WITH RESOLUTION
NO. 2000-23879.
YOU ARE HEREBY ADVISED THAT TffiS INVITATION TO BID IS SUBJECT TO THE
CITY OF MIAMI BEACH DEBARMENT ORDINANCE NO. 2000-3234.
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Gus Lopez, CPPO
Procurement Director
al
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,...ral Contractor.;.
)hdl Contractors
Con~U'UCtion
\1anagemenl
De"lgn-Build
~BEl8(3.)
Cenified
Offices:
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\taryland
"J~hmgton. DC
\oliami
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International Builders latin America
February 5, 200 I
The City Of Miami Beacb
Procurement OivisiOll
t 700 Convention Caller Drive
Miami Beach, FL 33139
AIb1: John Ellis
Re: Scott Rakow YouIh Center-Phasing Plan
Project Start 3-5-Ot Project Completion 3-6-02
Dear Mr. Ellis:
In response to your request at the pre-construction meeting on Febn.uuy 2, 2001 the following is the
pbasing plan for the construction and modifications of the Scott Rakow Y outb Center. In an effort to
minimize the impact 10 the facility, the project will be constructed in two (2) phases ofwhicb phase one (I)
will have a sub phase I A.
PHASE 1 (Start 3-5-01 and C_pletion 18-30-01)
Phase one will start 011 or about Marcb 5, 2001 and will be completed on our about October 30, 2001.
Phase # I will include all construction between colwnn lines # 2 through colwnn lines # 8. This phase will
also bave a sub phase # IA (start 3-5-0 I completion 6-30-0t) which will include the fast track construction
of the pool locker rooms whicb will be completed, no later titan JUDe 30, 200 I. The balBD<:e of phase # t
will include the complete construction of the new ice-skating arena, the modifications to the existing
covered playing area and all work associated with the existing basketball courts, and offices etc.
PHASE II (Start 18-13-01 Flnlsb 3-6-01)
Please note, phase # 2 wm not start until phase # I is substantiaJly completed and the ice skating arena is
operational. Phase # 2 is schedule 10 start on or about October 23,2001 and completed no later titan Marcb
6. 2002. Phases # 2 will included all the work located between colwnn lines (0 &; 2 &; A &; G), whicb
incorporates the demolition, and re-construction of the existing ice-skating arena, offices, main entry
elevator and modifications 10 the office on the I- and -r floor.
lbrougbout the construction process Intemational BuiJders-LatIn America, Inc. will make all efforts to
maintain aa:ess and safety to all usen of the facility. IntematiOll8l Builders-LatIn America, Inc. will
provide specific areas for cin:ulation within the facility.
Attacbed please find . copy of. preliminary schedule and phasing plan.
Sbould you have any questions please feel free 10 contact me at the nlllllber below.
Sincerely,
International Ani
Martin \ttL z
Vice President of Operati
4143~D S.W. 74th Coun
Office 305-260-0660
Fax 305-260-0028
Miami. FL 33 tSS
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January 31; 2001
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CcniIIod
The City OfMilmi Beach
Procumncnt Division
1700 Convention Ccmcr Drive
Miami Bead1, fL 33139
AItl1: Gus Lopez
llooIp.-
Rc: Scott Rakow Youth Center
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VirJini.
Dear Mr. Lopez:
NayLJad
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Based on a mutually agreed ph",..in8 plan, Internatiolllll Builders-Latin America, 1Ju:. will
not interrupt the existing ice-skAting rink facility up until the new ic:e-chting rink is
substantially complc:ted.
~i
. If you should have any further questioDS please feel free to contact me at the number
below.
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nfT"oeilo 1M,.1f..tl4W'.r.n
p.,._2flIJ..OII2I
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International Builders Latin AmeriCil
January 9, 2001
Construttion
Management
The City Of Miami Beach
Procurement Division
1700 Convention Center Drive
Miami Beach, FL 33139
Attn: John Ellis
,cneral Conttacton
Shell ContraCtors
Del/ian-Build
Re: Scott Rakow Youth Center-References for Ice Rink Subcontractor
MBEI8caJ
Cen;fied Dear Mr. Ellis:
Please be advised that if International Builders Latin America is awarded the contract f9r
the Scott Rakow Youth Center, we will be using Cimco as our Ice Rink subcontractor.
Offices:
Attached please find reference information.
,.--
Virginia
Washington. OC
Mal) land If you should have any further questions please feel free to contact me at the number
below.
Miami
Sincerely,
International
Martin M. Rodri z
Vice President of Operations
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-
4143-0 S.W. 74th Court
Miami. FL 33155
Office 305.~60-0660
FaA 305-260-0028
---
International Builders Latin America
December 18, 2000
_ ~1('r31 COnlractors
City of North Miami Beach
>;hell Conlr.u.;tors
Construction
~anagemenl
Re: Scott Ibkow Youth C...ter phuing plan
Desig:n.8uild
To Whom It May Concern:
.\fBEiSlal
Certified
We are please to submit the followinll sequencing plan for this project to minim;7" interruptions:
Offices:
Maintain open and accessible the area of existing ice rink, bowling alley. lunch and control desk area
from January I- to January 30'" while work will begin on the rest of the building from January with a
substantial completion by August. Releasing this area with operational bathrooms and fiu:i1ities, fence
around pool perimeter throughout project and keep pool access through lounge area through August.
Construction will begin in existing ice.-ink by July with substantial completion by year-end.
Virginia
Maryland
Please do not besitate to contact me with your questions or comments.
Washington. DC
:...iami
Sincerely,
International Builders Latin America, Inc.
A~
VP of Operations
,,--
-101-1.3-0 S.W. 74th Court
~iami. Fl 33155
Office 305-160-0660
Fax 305-26()..()()28
THE AMERICAN INSTITUTE OF ARCHITECTS
-
.
AlA Document A310
Bid Bond
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KNOW ALL MEN BY THESE PRESENTS, thill we International Builders Latin America,
fHere lMeIt "'II Mme IftCI .dd',..1 0I1e1l1 til'- of ConIfIdCNt
Inc., 4143 SW 74th Court, Suite D, Miami, FL 33155
as Principal, hereinafter called the Principal, and American Safety Casualty Insurance Company
(Her. inNrt full ftMM and addrn. or 1e.,.1 lide 01 Sumyt
1845 The Exchanlle, Suite 200, Atlanta, GA 30339
a corporation duly organized under the laws of the Slate of DELAWARE
as Surety, hereinafter oiled the Surely, are held and firmly bound unto CITY OF MIAMI BEACH
CHert lIuert full na.... INf 1dcf'"1 Of lell' tille 01 (hmerl
1700 Convention Center Drive, Miami Beach. FL 33139
as Obligee, hereinafter called the Obligee, in the surr. of FIVE PERCENT OF AMOUNT OF BID
Dollars ($ 5% l,
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs. executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WHEREAS, the Principal has submitted a bid for
fH"re insert filII ",me, .delrt" ..net deKriplion of project)
Scott Rakow Youth Center Renovations, 2700 Sheridan Ave., Miami Beach, FL
NOW, THERHORE, jf the Oblilee sNII accept the bid of the PrinciPii and the PrinciPii shill enter into I Contract
with the Oblilee in .ecOldlnee with the terms of such bid, and aiw such bond or bonds IS miy be specified in lhe biddi"1
or Contract Documents with .ood and sufficienr surety for the faithful perform.nce of such Contrict and for the prompt
plymrnt of Ilbor and rNteriill furnished in the proseculion lhereof. or in thr event of the f.ilurr 01 the Princip.1 10 enler
such Contrlct ind live such bond or bonds. if the PrinciPii shill PlY to the Oblisee lhe diHerence nOltO exceed lhe peNlty
hereof between 1M Imount SpeCified in Slid bid ind such "rler imount for which the ObIilft tNy in sood tlith contrlct
with .nather p.!rty to perform the Work covered by said bH:f, then this obli'lilion shIll be nulllnd void, ot'-rwise to retNin
in full force and effect.
Signed and sealed this
1st
day of November
2000
(Seol)
. ma.t-/. f> /.J- IJ
(Wi."...)
American Safe Insurance Company
{ (Su",Iy) (Se.I)
BY: +'1 ~OQ Vrlf Jt-
(Ti)
Lynn M. Wheelock, Attorney-in-Fact
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AlA OOCUMENT AJ11. liD BONO. AlA.. FIBlUAlY '970 10 . THI AMlllCAN
INSTITUTE Of AlCHITlCTS, 17)5 N.V. Avt.. N.W., WASHINCTON, O. C. 20006
1
" Prinled on R<<ycI- Paper
-
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AMERICAN
SAFETY
~_.~ny
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W A.LL MEN BY THESE PRESENTS. that American Safet)' Casually Insurance Company has made. constituted and appointed. and by these presents does make.
coostitute and appoints
JOHN P. FOUMAN, JR., NANCY NIGRO, DOUGlAS S. HANSEN, rERE:SA DEUlONIFRO, LYNN M. WHEELOCK, CHARlES R. CROYlE
OF RADNOR, PENNSYLVANIA
POWER OF ATTORNEY
NUMBER
ASB. 37-03-0 152
ilS D'\Ie and lawful attorney-in-fact. for it and its name, place. and stead to ex.ecule on behalf of the said Company, as surely. bonds. undertaking and contracts of SURtyship
10 be given to
ALL OBUGEES
provided that no bond or undertaking or contract of suretyship executed under this aul.hority shall exceed in amount the sum of
...TWO MIUJON...($21JfJ(),IJ(J()) DOlLARS...
This Power of Anomcy is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopled by the Board of Directors of the Company
on the Twenty-Ninth day of January, 1999.
RESOLVED. that tht President in conjunction with the Secretary or any Assistant Secretary may appoint attorneys-in-fact or agents with authority as defined or limiaed in the:
insll'Ulnent evidencing the appointment in each case, for and on behaJf of the Company. to execute and deliver and affilt the seal of the Company to bonds. undertakings.
recopizances. and suretyship obligations of all kinds: and said officers may remove any such attorney-in-fact or agent and revoke any power of aftomey previously granted to
such ;w:rsons.
RESOLVED FURTHER. that any bond. undertaking. recognizance, or suretyship obligation shall be valid and binding upon the Company:
(i) when siped by the President or any Vice-Presirlenl and attested and sealed (if a seal be required) by any Secretary or Assistant Secretary or (ii) when signed by the PreSident
or an)" VK:e~President or Secretary or Assistant Secretary. and countersigned and sealed (if a seal be required) by a duly authorized attorney-in-fact or agenl; or (iii) when duly
executed and sealed (if a seal be required) by one or more attorney-in-fact or agents pursuant to and within the limits of the authority evidenced by the power of anomey issued
by the Company to such person or persons.
RESOLVED FURTHER. that the signature of any authorized officer and the seal of the Company may be affilted by facsimile 10 any power of attorney or certification thereof
authorizing the eltecution and delivery of any bond. undenaking. recognizance. or other suretyship obligations of the Company: and such signature and seal when so used shall
~ the same force and affects as though manually affixed.
(
... ~ESS WHEREOF. American Safety Casually Insurance Company has caused its official seal to be hereunto affIxed. and these presents to be signed by its President and
attested by its Secretary this Twenly-Ninth day of January. 1999.
COUNTY OF COBB
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........
Attest:
1-~'1.1t,l(~
Fred J. Pinckney. SecreW;.
STATE OF GEORGIA
~"'r"O'"~
Dorothy J. Giglio. Notary Public
I. the undersigned. Secretary of American Safely Casualty Insurance Company. a Delaware corporation. DO HEREBY CERTIFY thai the foregoing and anached
Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the Board of Directors. set forth in the said Power of Attorney. is now
in force.
Fred J. Pinckney. Secretary
ORIGINALS OF THIS POWE:R OF ATTORNEY ARE PRINTED WITH RE:D NUME:IlICAL NUMBE:RS.
DUPUCATES SHAll HAVE THE SAME FORCE: AND EFFE:CT AS AN ORIGINAL ONLY WHEN ISSUE:D IN CONJUNCTION WITH THE ORIGINAL
Dd~IM 1st ~ym November, 2000
Signed and Sealed If the City of Atlanta. in the Stale of OeorJia
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1-~'1. f",,~
! I T y, -0 F M I A M I B E A C H
Hk1. 1700 CONVEN110N CENTER DRIVE MIAMI BEACH, FLORlDA 33138
:\II:I.mllrni-bucll.ft." .
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TO:
FROM:
SUBJECI':
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COMMISSION MEMORANDUM NO.---'J.:Q.L
-
-
Mayor Neisen O. Kasdin and DATE: January 31, 2001
Members of the City Commission
Jorge M. Gonzalez ~ l~'
City Manager 0'" - 0 -
A RESOLUTION OF THE MAYOR AND THE CITY COMMISSION OF
THE CITY OF MIAMI BEACH, FLORIDA A WARDING A CONTRACI' TO
INTERNATIONAL BUILDERS LATIN AMERICA, INC., PURSUANT TO
INVITATION TO BID NO. 138-99100, FOR THE CONSTRUcnON OF THE
SCOTT RAKOW YOUTH CENTER PROJECT, IN THE AMOUNT OF
52,893,000 COMPRISED OF 52,845,700 FOR CONSTRUcnON BASE BID
AND 547,300 FOR ADDITIVE ALTERNATES, OF wmCH FUNDS WERE
PREVIOUSLY APPROPRIATED AS FOLLOWS: 51, 510,126 FROM THE
515 MILLION PARKS GENERAL OBLIGATION (G.O.) BOND FUND NO.
370; 5431,787 FROM THE INTEREST EARNED FROM THE 515 MILLION
PARKS G.O. BOND FUND NO. 370; 5806,571 FROM THE MIAMI-DADE
COUNTY SAFE NEIGHBORHOOD PARKS BOND.FIJND NO. 371; AND
521,296 FROM THE CAPITAL PROJECI'S BOND" FUND NO. 366;
FURTHER APPROPRIATING 5133,705 COMPRISED OF 5123,220 FOR
CONSTRUCTION, AND THE BALANCE FOR PUBLIC WORKS
CONSTRUCTION MANAGEMENT FEES, FROM THE 592 MILLION G. O.
BOND, SERIES 2000 FUND NO. 374.
ADMINISTRATION RECOMMF.NDATION:
Adopt the Resolution.
FUNDING:
Funding in the total amount of$2,893,OOO, is available as follows:
. $15 Million Parks G.O. Bond Fund No. 370.2164.- 51.510.126
. $15 Million Parks G. O. Bond Interest- Fund No. 370.2164.- 5431.787
. $92 Million G. O. Bond Series 2000, Fund No. 374.2164.-5123 220
. Miami-Dade County Safe Neighborhood Parks Bond Fund No. 371.2164. -5806.571
,,",", . Capital Project Bond Fund No. 366.2094.- 521.296
.,
-<
,,,,ANG APPROVED
AGENDA ITEM R7 G-
DATE --1::3..t:QL
Manage Budget
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ANAI.YSIS
The Scott Rakow Youth Center Improvements project has been an ongoing and expanded vision of
. the community, the Mayor and Members of the City Commission, and the Administration since
early 1994 when a referral to a joint meeting of the Finance and Capital Improvements Committees
initially discussed the issuance of general obligation bonds, in the amount of $40 million for parks
improvements. At the time of the referral a renovation program estimated at $3.95 Million was
envisioned for the Scott Rakow Youth Center which included the conversion of the Par 3 Golf
Course into a multi-purpose ballfield complex, renovations to the existing ice rink and improvements
to the Miami Beach High School fields. Since the time of this initial discussion several significant
- at:tion steps relative to the Scott Rakow Youth Center Improvements project have transpired. A
history of these steps, which included no less than thirteen (13) Commission level actions and twelve
(12) community meetings and workshops is attached for review (Exhibit "B").
~
The City entered into an Agreement with the architectura1 firm of Carr Smith Corradino to develop
plans and specifications for the Scott Rakow Youth Center improvements and two other park
projects included in the Parks Bond Master Plan. The project was extensively reviewed by the
community during the programming and design phases. On September I, 2000 the Invitation to Bid
was issued. One-thousand three-hundred and seventeen (1,317) vendors were notified. Thirty-seven
(37) requests for plans and specifications were received. Two pre-bid conferences were held on
September 22, 2000, and October 2, 2000, respectively. A site inspection was conducted on October
11, 2000. During the bidding phase, the prospective bidders issued a number of requests for
information. As a result, there were six (6) amendments to the bid documents. In addition, the bid
opening date was extended to December 18, 2000. Seven (7) responsive, (and one (1) non-
responsive) bids were received by the City. They are as follows: - u
. Pedro Falcon Electrical Contractors, Inc.
. Regosa Engineering, Inc.
. Gray Construction Associates, Inc.
. JCI International, Inc.
. NAC Construction, Inc. (Non-responsive bid)
. International Builders Latin America, Inc.
. TGSV Enterprises, Inc.
The bidders' proposals included all labor, materials, equipment and supervision necessary to
complete the Scott Rakow youth Center Project in accordance with the specifications and drawings.
The contract document stipulates that substantial completion must be attained within three- hundred
and thirty-five (335) calendar days after the issuance of the Notice to Proceed. Additionally, the
project must be completed and ready for final payment thirty (30) calendar days following the ..
substantial completion date.
The Scope of Work encompasses the construction of a new Ice Rink, building renovations, locker,
100m renovations, Il'rvI....-lIping, irrigation, concrete, masonry walls, reinforced concrete, metal doors
and frames, hardware, glazing, tiles, interior finishes, restrooms, plumbing, ventilation, air
conditioning electrical systems and lighting as required, in accordance with the technical
specifications.
.
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. In addition, the documents included a number of Additive Alternates. They are as follows:
"~:ema';~fll. i'has---'~l . th C' , . . . . the. . f .
VISIon 0 a p mg p an, as It was e Ity s mtent to mlnlm'zc mterruption 0 serY1ces at
the ice rink, pool, and adjacent locker rooms.
.
III..
II
II
.
II
.
e-
II
~
..
..
II
..
..
~
.,.
..
Altemate N~
Provision of outdoor athletic rubber floor (Mondo Sport Flex) in existing covered play area (Room
# 133).
Altemate No.3:
Provision of painted steel in lieu of aluminum at decorative fins and panels along the northeast
exterior facade of the new ice rink. .
ing as specified on Sheet LA-I.
The Bid Tabulation attached, (Exhibit" A"), indicates the bidders' quotes for the Base Bid, and
Additive Alternates.
The Administration and the City's consultant, Carr Smith Corradino have evaluated the bids and the
bidders' references. IntCl'})8tional Builders Latin America, Inc. was determined to be the lowest
responsive and responsible bidder. International Builders Latin America, Inc.'s Base Bid is
$2,845,700. This amount includes a ten percent (1 (010) construction contingency. At this time, the
Administration is requesting the approval of $2,893,000, comprised of the base bid amount and
additive alternates 1,2, and 4 ($47,300). During the course of construction, the Administration will
evaluate and determine the appropriate additive alternates to be incorporated in the project.
In light of the evaluation of the seven (7) bids conducted by City staff and the City's consultant, Carr
Smith Corradino (Exhibit "C"), the Administration recommends the adoption of the Resolution by
the Mayor and City Commission, awarding the contract to International Builders Latin America, Inc,
in the amount of $2,845,700, and authorizing $47,300 for the Additive Alternates.
T:\AGENDAUOOIIJANJIOIIltEOllUdlI2SCOT1'ME. WPD
437
n
CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE. MIAMI BEACH. FlORIDA 33138
h\lp:I'd.ml8mi-bNcll....
~.
PROCUREMEHT DM8ION
T............ (301) 1n-7480
F_lmlle (301) 1n-7111
INVITATION TO BID NO. 138-99/00
\~DENDUM NO.'
December 7, 2000
Scott Rakow Youth Center is amended as follows:
1. Change Bid Opening Date from December 12,2000, to December 18,2000 @ 3:00 p.m.
II. Bids received must be in accordance with the following bid docun:i.ents:
-
"Addendum No.3", dated 13 November 2000, Prepared by The Corradino Group (2 Pages)
"Addendum No.4", dated 22 November 2000, Prepared by The Corradino Group (9 Pages)
Revised Prevailing Wage Requirements for Scott Rakow Youth Center, dated November 27,
2000. (4 Pages)
Revised DrawingIPlans for the Scott Rakow Youth Center.
(#AS.Ol, A6.14, S-2, S-6, S-8)
Proposal Pages 1-7 (Amended).
The bidder D1lIS acknowledge receipt of this addendum, as well as receipt of all addendums, on the
proposal page.
CITY OF MIAMI BEACH
-
~~
Gus Lopez, CPPO
Procurement Director
GUJElal
O.,-OT-OO 10:0218 Fral"
foSSO P.02l12 HOT
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CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
2700 SHERIDAN AVENUE
Miami Beach, Florida
22 NOVEMBER 2000
Prepared by:
THE CORRADINO GROUP
Architectural Division
4055 NW 97" Avenue
Miami. Florida 33178
305.594.0735
305.594.0755
To All Concerned:
The fallowin" or. modifications to the original Contract Documents as issued to the Bidders.
The following items as provided hereinafter are now in effect, as if included in the original
documents.
Addendum No.4 modifies and amends the drawings and specifications to the Scott Rakow
- Youth Center Project.
THIS ADDENDUM ALSO INCLUDES REVISIONS AND DETAlLS, WHICH COMPLEMENT THE
PlANS AND SPECIFICATIONS.
This Addendum No. 4 consists af
itemiDd Usiing of i18ms included:
.YI' q pages, including this page.
.
1. Bleacher Information (includes Manufacturer li1erature -Exhibit A-, 2 (Iwo) poges)
2. Acoustical Tile
3. Decorative Fins and Panels
4. Deletion of landsc;aping.
5. Deletion of Rubber Flooring in Play area (Monda Sport Flex)
6. Deletion 01 Phasing Plan from Base Bid.
7. Signage (includes letter aHachment delall -Exhibit S-, 1 (one) poge)
8. Section 13000 Ice Skallng Rink Equipment Appendix A (one page), Appendix C (one
page)
9. Issuance of Clarification for VCT Tile (one poge)
r
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 1
Bleachers
Re: Bleachers lacated in the skating rink (shown on Sheet A2.01 and Sheet A4.02) are
'law part of the base bid.
It is noted, on Sheet A4.02, that Bleachers are Not In Contract (NIC). This note is now being
deleted and bleachers are now part of the base bid. Please see attached information for
details on type of bleacher and manufacturer. Unit prices to be supplied by contractor. (Please
note that price should also be given for the temporary seating which are located in front of the
bleachers as detailed on Sheet A4.02)
Acoustical Ceiling Tile
Re: Acoustical Ceiling Tile is being changed from 2'X2' to 2'X4'.
It is noted, on Sheet A3.01 and Sheet A3.02, that Acoustical tile is 2')(2'. This note is now
being deleted and will now read 2'X4' Suspended Acoustical Panel Ceiling. This is typical
throughout the first and second floor.
,r-
landscaping
Re: Landscaping at The Scott Rakow Youth Center
The landscaping is deleted from the base bid. Please see add alternate for more details.
Decorative Fins and Panels
Re: Decorative Fins and Aluminum perforated panels.
The material of decorative fins and panels will become an add alternate. See add alternates
for more details.
Rubber Flooring
Re: Rubber Flooring in Covered Play Area (Mondo Sport Flex)
.--
The Mondo Sport Flex (Rubber Flooring) in the Covered Play Area is deleted from the base
bid. This item will now become an add alternate. Please see section for add alternates.
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 2
Phasing Plan
Re: Phasing Plan which was referred to in previous Addendum.
The phasing plan is now deleted from the base bid. The phasing plan will now be on odd
alternate. Please see section for odd alternates. City of Miami Beach to provide wording
Signage
Re: Signage for the Scott Rakow Youth Center
Regulatory Signage for the Scott Rakow Youth Center Facility is to be provided by owner and
installed by contractor. However, exterior sign located at top of exterior fac;ade, which spells
out nome of building (Scott Rakow Youth Center) os seen on Elevations, is to be provided and
installed (labor and materials) by the contractor. See attachment for Letter Attachment Detail.
r-
-
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 3
Dlc-OT-OO 10:03i1 Frae-
T-550 P.05/1Z F-gDT
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~ t I '"- ...I_~.... 1. .~>.~~,~iJ.;:~ ,...;,...~ ~ J.r.II~~.- ~"'.....J-_:;---L ..J.i____
Issuance oLQQofication:
vcr Tile
On Sheet A7.01, room finish sd1edule shows room # 105,#110, #112, #115 receiving
linoleum as a floor finish. This should be changed to vcr Tile as per your SpllCification
Section 09660.
In room labeled #105 Corridor, tile sholl be placed throughout the full corridor. This shall
include areas leading to the covered playing area, the existing assembly room and the
kitchenette. Please refer to sheet A2.01 for locations of the above mentioned areas.
All rooms noted as receiving linoleum on the room finish schedule shall
now receive vcr Tile. This includes the First and Second Floors.
r
r
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Paee4
"EXHieiT A." &e 10F 1
--- kttJj
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115~ w_
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81-315 3
81-321 3
81-330 3
BI-515 5 sa
BI-521 S
BI-530 5 Ill.
8110 1011;.
- 15 10 100';
81-1021 10 ~. .
BI-1030 10 ....'
BI-1515 15 150: .
81-1521 15 21l;
BI-l5JO 15 300,
BI-2015 20 2llil .
BI-2021 20 281i.'
81-2030 20 400: ;
eNOTE: OveraJl length win vary, depending upon code.......~
- nonnaIIy "2 inches to 48 inches. .For etevaled model.. BlE.i~
~1
~
...-
BLEACHERS SPECIFICATIONS
Technical Data
Pert 1 - O8n.....'
1./1.. Systema Description: Design and labrication 01 Portable
Bleachers.
, .8. Manufacturer: Bleachers International, Inc..
MIInufacturer Qualifications: Manufacturer has ten years
of experience in the manufacture of bleachers and grand
SlandS: welders are AWS certified.
Source Quellty Control: Mill Tes1 Certification.
1.C. Warranty: Bleachers International, Inc. warrants its
___ Portable Bleachers to be free from defect in material and
workmanship in the course of manufacturing for a period of
one year beginning at Date of Substantial Completion for
Projects inslalled by Bleachers International. Inc.. begin-
ning at Date ollnUial delivery of product lor Projects
installed by OWner. Installation of said product by
Bleachers International personnel or proper installation by
Owner is covered by the one-year warranty. This warranty
excludes any other defects resulting from abnormal use in
service, accidental or intentional damage or any occur-
rences beyond Bleachers International, Inc.'s control.
Part 2 - ProductaIPortable Bleachers
2.A. Product Description:
1. Rise and Depth Dlmenslona: Vertical rise and horizon-
tal depth per row: 8".24". Seat is 17" above its respec-
tive tread.
2. Framework: Prefabricated angle bleachers frames are
spaced at 6-foot inlervals and connected by cross
braces.
3. Seals: Nominal 2" . 10" anodized aluminum plank, wUh
2" . 10" end caps.
4. Tre8ds: Nominal 2" . 10" mill finish aluminum plank,
wilh 2". 10" end caps.
5. RJure: Optional 1" . 6" mill finish aluminum plank.
6. JoInt Sleeve Assembly: Optional on large continuous
units to maintain true aJignment in joining two planks
together.
7. Steps: Frames with 2". 12" milllinish aluminum plank.
6. Guerdralllng: Each line with end ceps at ends 01
straight runs and elbows at comers. Secured to angle-
rail risers by les1aners. Back and side top rei 10 III 4:l
inches above its adjacent seal. Front top rails lobe~
inches above walkway. -~~,::,~
9. Tranaport kit: Tow Bar (painted steal tube) and' ,
sets (4.80 . 12 tires).
2.8. MaterfelaIFlnishea:
1. Framework - Aluminum: Structural fabrication with
minum alloy 6061-T6, mill finish. .
2. Extruded Aluminum:
a. Seat Plenka: Extruded aluminum alloy 6063- T6, ..-
anodized 204R1, AA-M1OC22A31, Class II. :'.~
b. Trsed Plenka, Riser Plenka: Extruded alumirun~ .
alloy 6063- T6. mill finish.
c. Joint Sleeve Assembly: Extruded aluminum"":
6063- T6. mill finish.
3. Acceaaorlea:
e. Channel End Ceps: Aluminum alloy 6063- T6,._
anodized 204RI, AA-M1OC22A31, Class II, or~
PVC.
b. Hardwere:
(1) Bolts, Nuts: Hot - dipped galvanized or
plated. ....
(2) HoId-Down Clip Assembly: Aluminum aIoy..
6063- T6. .
(3) Structural Her_re: Hot - dipped
ASTM-A325. .
c. Guardrelllng: Anodized Aluminum Pipe: 1.66"0.0.1'
9 ga. Chainlink Fence.
2.C. Fa_on:
1. Design Load:
a_ Uve Load: 100 psf gross horizontal projection.
b. Lateral Sway Load: 24 pll seat plank.
c. Perpendicular Sway Load: 10 pll seat pIanI<.
d. Wind Load: 30 psI vertical projection.
e. Uve Load of Seal end Treed Plank: 120 pIl.
I. Guerdrall: 100 pfI vert, and SO pfI horiz.
Part 3 . execution: '. '.
_4~
3A. Instllllallo" shaH be in accordance with manufact.Jrer'S:;
installation procedures.
BI-21
Attachment Clip Set
WALL THICKNESSES AVAILABLE UPON REQUEST.
.,.
......11. x..
1'.ZIO"
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I
IS
lountJng BrlICket
_ 2".r OJ
~ITHeR
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OR
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BI-22
BI-27 .Z.
BrlICket BrBCket
------
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81-17
Nominal 2. x 12.
-Wall Thlc_ .078
=--~.078 L ..J
-- .
~~~
End Cap
I--: "'---j
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".
I
BI-24
Mounting Bracket
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BI-26
Mounting B_
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BI-28
Mounting B_
of2
131251BLE
BuyLlne 8138
Blacnen InternatloOUll, Inc. offers a superior record of reliability
and perfonnance. Years of experience enable us to provide
virtually any type 01 Bleacher or Grandstand seating. from 30 to
30,000 seals.
Our large manulacturing plant is centrally located In Colorado,
allowing for quick shipment to any location In the UnRed States
and Canada.
We specialize in all-aluminum Bleacher Seating, and offer
complete ercMecturaJ consulling and design. Our experienced
staff can provide a full spectrum of services. They include but are
not limited to:
. Preliminary Design and Consulting
. ArcMectural and Engineering Plans
. Retrofit of existing Equipment
. Complete Manufactura 01 all Seating Systems
. Custom Manufacturing Capability
. On Time Delivery
. TotallnstaJlation of Equipment
. Complete Technical Support
The Choice Is you.....
POItJIbIe Blellchers...
Bleachers IntamlllloOUlI. Inc. offers a full line 01 standard
all.aluminum portable bteachers. both elevated and nonelevated
in 3. 5, 10, and 15 row x 15' sections with various guardrail
options. Mobile tip and roll units arB also available. Custom
designed units can be manufactured to your specifications.
Portable units can easily be increased for future expansion.
P.rman.nt Grandstands...
Our custom engineered aluminum grandstands are designed for
indoor and outdoor lIse. Several seat and aisle width options are
available. Handicap ramps and platforms are available as well as
spe:ialized seating requirements. Our technicians have years of
experience in installations. insuring quality construction and
maximum safety.
R.novatlon....
Retrofit of existing equipment is one of our specialties. Because
aluminum is lightweight, durable and virtually maintenance free,
many customers hava employed Bleachanllnternetlonal. Inc. to
renovate their existing bleachers and grandstand systems. Our
experts can offer a great deal of assistance with any renovation
project.
In.tall.tIons...
Blachanllntam81lonal. Inc. have been supplied to:
Parks. Recreation Districts. School & Universities. Athletic
Facilities. Indoor and Outdoor Sporting events. Fairgrounds
. Amphitheaters. Racetracks. Commercial Uses
A_I" RequIrements
All 01 our equipment meets or axceeds use, OSHA, and BOCA.
specifications. Our prafabricated bleacher framas and seats may
be assembled by the customer or Installed by Bleechers
Intarnatlonal'stechnicians.
Blachanllntemallonal.ssll aluminum seating is:
Easy to Install. Economical. Portable and pennanent Plank, fool.
boards and accessory hardware is also available. For the maxi-
mum in design, durability, and spectator comfort call Bleachanl
Internatlonal, Inc. today for all 01 your seating needs.
Dle-DT-DO 10:0611 FrGl"
EX~lBIT B
1-550 P.l0/1Z F-m
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SMOOTH STUCCO FINISH
3- TAPCoN INTO MANSOR'f WALL
STAINLESS STEEl POP RIVETS
'.
3/.-d/4-x'/S- AUJMN. ANGLE
CUPS MOUNfED TO WALL PRIOR
TO LETTER INSTAUJoTlON MlN. OF,
THREE (3) PER LETTER
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- HIGH .,- THK AUNINU" IElTERS
FONT SlYLE: TIMES ROMAN BAKED
ENAUEL OR ACR'tUC POL~NE'
COLOR: TO BE SELECTED B'I' ARCHlTEC"
CONCRETE BLOCK
.' ..
@
LEnER ATTACHMENT DETAIL
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3.
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5.
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7.
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9.
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13.
14.
15.
16.
- 17.
18.
19.
20.
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2:2.
23.
:24.
25.
,-.
APPDDIX - A
SCOTT KAKOW YOUTH CENTER
DESIGN CONDITIONS
1. Ice Surfllce -
Operating Season-
Ambien~ Design Conditions:
Wet BUlb
Refrigeration Capacity
@ 100F ET & 950P CT
Refrigeration Package Model No
primary Refrigerant
Secondary Refrigerant (Brine)
Inhibitor (organic environmentally friendly)
Number of Compressors
H.P. of Compressor Motors
BHP
Brine Flow
Brine Pump UP,
Number of Brine Pumps
Brine Range OF
Number of Evaporative Condensers
Evaporative Condenser Model No.
H.P. of Condenser Fans
H.P. of Water Spray Pump
Pump Capacity
Sub-Floor & Snow Melt Coil Ht Exch.
H.P. of Sub-Floor Heating Pump
Total Connected MOTOR HP (Operating)
Total BHP Input
Efficiency BHP/TON (KW/TON)
Voltage Characteristics (Power)
(Control)
11.
T-55D P. 11/lZ F-8DT
1 -65' x 125'
YEAR ROUND
80 P
81.4 Tons
HAP-ao
NB3
CaCl:2
BRlNEHIB
2
120hp
110.2
800 USGPM
25
2
3
1
EVAPCO ATe 150
2-3 HP
1- 1 1/2 HP
:270 OSGPM
8" x 7:2"
5 HP
152.5
142.2
1.77{1.32)
460/3/60
110V
Dec-.07-00 10:07.. FrClll"
T-550 P .12/1Z H07
r-
APPENDIX .C.
rCE RINK REFRIGERATION SYSTEM WASTE HEAT RECLAIM
PRODUCT: Ammonia Vented Double-Wall Hot GasjWater Beater
MODEL: - 32M8
SPECIFICATIONS:
HOT SIDE
220deg F
95deg F
102
AIlIIIIonia
0.0005
219,800
0.2 psi
450 psi
COLD SIDE
Temperature in
Temperature out
Tons (flow rate)
Fluid
Fouling Factor
Heat Recovered
Pressure Drop
Design Pressure
SOdeg F
109deg F
7.5 GPM
Water
0.0005
ElTUjHR
5.0 psi
300 psi
.--
A) YEARLY HEAT RECOVERED:
a) BTU/DAY C! (60% running time) 14.4HRS X
b) GALLONS/DAY AVAILABLE 14.4HRS X
c) NUMBER OF DAYS/yEAR
d) TBERMS/yEAR (1 THERM ~ 100,000 ElTUIKR)
219,800 - 3,165,120
60 X 7.7 - 6,480
365
11,552
El) COST SAVINGS PER YEAR:
1. - With Electricity
Heater Efficiency 95% (11,552 - 0.95) 12,160
Cost Per Therm * $1.50
Savings Per Year** $18,240
2. - With natural Gas
Beater Efficiency 70% (11,552 - 0.70) 16,500
Cost Per Therm* $0.65
SaVings Per Year** $10,727
3 . - With Oil
Heater Efficiency 65% (11.552 - 0.65) 17,772
Cost Per Therm* $1.10
Savings Per Year** $19,550
* COST PER THERM WILL VARY FROM CITY TO CITY
** TOTAL SAVINGS PER YEAR. CAN ONLY ElE REALIZED IF 100% OF THE TOTAL
DAILY WATER IS USED.
--
13.
. . .
. - ... -..
. .
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
2700 SHERIDAN AVENUE
Miami Beath, Florida
13 NOVEMBER 2000
Prepared by:
THE CORRADINO GROUP
Architectural Division
4055 NW 97'" Avenue
Miami, Florida 33178
305.594.0735
305.594.0755
To All Concerned:
The following ore modifications to the original Contract Documents as issued to the Bidders.
The follow;ng items as provided hereinafter are now in effect and have the same force as if
included in the original documents.
~
Addendum No.3 modifies and amends the drawings and specifications to the Scott Rakow
Youth Center Project. The attached addendum No.3, design calculations, ore incorporated
and are port of this addendum.
Addendum No.3 includes CLARIFICATIONS AND ANSWERS TO QUESTIONS RAISED BY
BIDDERS. THE RESPONSES TO THESE QUESTIONS ARE BINDING AND BECOME PART OF
THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THIS ADDENDUM ALSO
INCLUDES REVISIONS AND DETAILS, WHICH COMPLEMENT THE PLANS AND
SPECIFICATIONS.
This Addendum No. 3 consists of
Itemized listing of items included:
1. Response to Bidders Questions.
2
pages, including this page.
r-
CI1Y OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Pagel
.' ,
.. . .. , -.,. f \ I ~ _
- _ ... , .. J) J -,... ..1.J I" ' l iJ,' ...
. .
RESPONSE TO QUESTIONS:
~
.OUESTlON If OUEITlOI! AlMER
1 Is there a prll'/Giling WIlge scale published lar See Addendum #2
Ibis Droied?
2 Is the Safely T renth Ad CertifilDle required 10 Bidders are required 10 IoIlaw the inslrudians in
be submitted wijh the bid proposal? Specifimlion Sedion 00821. Bidders must fill-out Ibe
Trench Safety Ad Camp!iolKl Statement and the
Contradars Statement. This Slatement needs 10 be
Cerlifjed as IIDted on Paae two of the above section.
3 Is a unij tall breakdown required 10 be Yes, please reler 10 Addendum #2
submitted with the bid DrDllOsal?
4 Is a sulxontrador list required with Ibe bid Yes, please refer 10 Sedion 00430 aIlbe
proposal? specifications. In Sedion 00430 ij indudes a Sub-
Contrador list Form.
5 Please advise to Ibe lalDlion of Ibe existing The swikhboard is lamted on the s<<ond floar in the
swijdlboard that IeedslO #3 and MC(2 I switthaear room reler 10 drawina Al02
6 What are Ibe sizes of Ibe translormers and T ranslormer "13" is 75 1mI48OV primary 208Y
are thev sI.. down translormers? secondary.
7 Are there any site lighting plans? No site lighting.
8 Is 0 wet type fire sprinkler system required Sprinkler system IIDt required oaording 10 Miami
for this aroied? Beach Fire Deoortment alan review.
9 AC.I plans show on EF-4 fan on the wall. The EF.I is to be removed. Use Ibe drlUit from EF.I for
ventilation equipment schedule does nol EF-4. EF-4 spea same as EF.I el[epl woll mId.
show ij and ij does nol have power assigned
on the eledrilal drawings. Is Ibis EF-4lan
reauired when on exhaust Ian is on the roaf!
10 Eledriml plans refled for Lamp One (l). The EIterior fillures should be fluorescent Emergenq
nole does not correspond with the fillure IiIlures os indilated on sheet E-4.
schedule. Please advise.
r
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 2
'CITY OF MIAMI BEACH
1700 CONVENTION CENTER DRIVE. 1II1AM11lEACH. FLORID'- 33138
1dlp:\\cI.m.....l-beech.ft...
PROCUREMENT DMSION
T.llphone (301) 173-7410
Fecalmlle (301) 173-7111
INVITATION TO BID NO. 138-99/00
ADDENDUM NO.5
Nov__ 29, :zooo
Scott Rakow Yoath Center is amended as follows:
I. The Bid Opening date is changed from November 30, 2000 to December 12,2000 at
3:00 P.M.
-
Inasmuch as this change does not affect the bid document, and no changes have been made to
subject bid, bidders are not required to acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
~~
Gus Lopez, CPPO
Procurement Director
je
r-
C'ITY OF MIAMI BEACH
1100 CONVENTION CENTER DRIVE. MIAMI BEACH. FLORIDA 33139
htlp:\\ci.mialmi-budl.ft.US
PROCUREMENT DMSION
Telephone (3051173-7410
Fecalmlle (305) .73-7151
Uft'ITA11ON TO am NO. J.3I..991OO
ADDENDUM NO.4
November 16,2000
Scott Rakow Youtb enter is amended as follows:
I. Tbe Bid Openmg date is cbanged from November 10, 1000 to November 30, 1000 at
3:00 P.M.
~
Inasmuch as this change does not affect the bid document. and no changes have been made to
subject bid, bidders are not required to acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
~~
l
Gus Lopez, CPPO
Procurement Director
je
,-.
.e I T Y 0 F M I A M I BE A C H
1700 CONVEN1'ION CENTER DRIIIE, 1ol1AMl1lEAOl, fU)RJQf, 331.
1lIIp:\1cLmlMll ~ i.....
INVlTATIONTO Bm.NCL..... ".
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October 17,1000
&.v..~ - 1" YoadlC....isaq vWufolloWll:
1. Prospective General Contractors and/or Sub-Contractors may visit the Scott Rakow Youth
Center located at 2700 Sheridan Avenue, Miami Beach, Florida for a "walk-thru" of the
facility on November 1,2000 between the hours of 8:00 a.m. and 12:00 p. m. This is
scheduled for "site" information only. City of Miami Beach personnel will not be in
attendance to discuss and/or answer any questions pertaining to this bid.
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U. The last day for receipt of questions for this bid is 5:00 P oM. 011 Noveaber 1,1800.
m. The Bid Op-ing date is changed from November 1.2000" Neve.ber 10, 2801 at 3:011
P.M.
IV. Bids received must be in accordance with the following bid docwnents;
City of Miami Beach "front end documents" (66 pages)
Technical Specifications: (Divisions 1 - 16)
(Re: Page 52 of the "front end documents'')
Drawing/PiaDs for the Scott Rakow Yoath Center.
(Re: Page 52 of the "front end documents")
Prevailing Wage RequimnentslDecision(s).
BUILDING: FLOOOOOIIO/6100 FLI Modification 6
V. Delete Bid Form 00310 from the Technical Specifications. Bidders must submit their bid on
City of Miami Beach "front end documents", Proposal Pages 1 - 5 (Amended)
r
I8vitation to Bid No. 138-99JOO
. Addendam No.3
October 17, 1000
Pagel
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VI. The following must be completed and returned with all bid documents by 3:00 p.m. on
November 20,2000, and thus will be made part of the subsequent contract. These documents
will be faxed and then subsequently mailed to all Plan Holders;
"Addendum No. I", dated 29 September 2000, Pl~tld by TheConadino Group (43 Pages)
"Addendum No.2", dated 2S October 2000, Prepared by The Corradino Group (16 Pages)
Scott Rakow Youth Center Unit Cost Breakdown
(included in the above, "Addendum No.2")
Proposal Pages 1-5 (Amended)
Customer Reference Listing (Amended)
"Agreement" that includes the Liquidated Savings Clause. (Amended)
Technical Specifications, Page 52 of the "front end documents" (Amended)
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VII The City of Miami Beach intends to minimi7-C the interruption of services, of the ice rink
activities, pool activities and the use of the adjacent restrooms and locker rooms, therefore
all prospective bidders must submit a creative and comprehensive sequencing plan for the
construction of this project with their bid. Bidders sbaIl take into consideration the following
fa::tors:
· Routes provided to give access to the Pool, and adjacent restroomsllocker rooms.
· The existing Ice Rink must be safe and ADA compliant.
· A 7' high minimum fence made of plywood, drywall or similar material will be required
in areas to protect and keep construction noise and debris out of the areas being used by
the public.
· Heavy usage of the pool during the summer months of June, July and August 2001.
· Verification of the site logistics and implementing the best plan to keep the existing Ice
Rink open for as long as possible, prior to the opening of the new Ice Rink.
· Proposed sequencing plan shall not delay the work or incur additional cost to the City of
Miami Beach.
r
la~itatiOD to Bid No. 138-99100
. AddeDdum No.3
October 1.7, 1.000
Page 3
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VIII. Conflict of Interest: Prospec::tive Bidders will not be awarded this project should they be
awarded the contract subsequent to Request for Qualifications (RFQ) No. 111-99/00,
Program MaDagemeDt Services to MaDage COUtruetiOD Projects for Facilities aDd
Parks.
IX. Prospective Bidders may contact Demandstar at 407-975-3227 to request a copy of the
Planholders List. (Document #1385)
The bidder ~ acknowledge receipt of this addendum, as well as receipt of ail addendums, on the
proposal page.
CITY OF MIAMI BEACH
r r~
Gus Lopez, CPPO
Procurement Director
GUJE/aI
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CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
2700 SHERIDAN AVENUE
Miami Beach, Florida
25 OCTOBER 2000
Prepared by:
THE CORRADINO GROUP
Architectural Division
4055 NW 97" Avenue
Miami, Florida 33178
305.594.0735
305.594.0755
To All Concerned.
The following are modifications to the original Contract Documents as issued to the Bidders.
The following items as provided hereinafter are now in effect and have the same force as if
included in the original documents.
Addendum No.2 modifies and amends the drawings and specifications to the Scott Rakow
Youth Center Project. The attached addendum No.2, design calculations, are incorporated
and are part of this oddend'Jm.
Addendum No.2 includes CLARIFICATIONS AND ANSWERS TO QUESTIONS RAISED BY
BIDDERS. THE RESPONSES TO THESE QUESTIONS ARE BINDING AND BECOME PART OF
THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THIS ADDENDUM ALSO
INCLUDES REVISIONS AND DETAiLS, WHICH COMPLEMENT THE PLANS AND
SPECIFICATIONS.
This Addendum No. 2 consists of
Itemized Listing of items included:
1. Response to Bidders Questions.
2. Wall detail Sketch No.1
3. Revisions to Plumbing Items
4. Details for Storefront.
5. Details for Ice Skating Rink Slab.
6. Unit Prices
16
pages, including this page.
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CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Puge 1
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RESPONSE TO QUESTIONS:
'QUESTION # OUEST'ON t', MR
1 Please adYise what is proposed 10 be done a.ildI day drainage pipe ...112 indl R.tP. under
with the elisting 8-inch day dlllinagt pipe, building will be replaced with lIISl iron.
and 12 inch R.tP. droinagt pipe, if the
elisting mkh basin is 10 be renwmd. Setn
on (.2 on uisting 1tnnis lOUr!.
2 Shttt P.l rtftrs 10 the conlinuation of the lilt will conlinllt lull siD under grude 10 lIIllh
RWL lor the lidttl booth area an the Civil basin approlimaltly 35 ' 10 the sauthtast of lidttl
0nIwings, but no sIKh continuation is lItn booth.
on (.2. Pltast advise where these will be
IOnntdld.
3 Shttt P.l relers to the canlinuatian of the Lints will gather outside building 10 the north,
RWL lor the north side of the building on the a1tnd and IOnlltCllo 12 indll1lin leader pipe to
(,1Vi1 Drawings, but on (.2 the new 12 inch lIIllh basin.
PV( rain leader pipe stops short of the
building stub-auts. Pltast advise where these
will be IOnntded.
4 Sheet (-4 refers ta the plumbing drawings ta The buildings are served by a 4-indl CW supply. The
indilll1l the lanlinualian of the elisting 4-inch CW is ta canlinue ta servile the buildings.
wll1lr service line ta the proposed and the New 2.inch supplits will blllndl off elisting 4 inch
elisting building. Howmr, the plumbing CW ta building to serve new areas. Existing 4 inch
drawings only shaw haw this elisting main is CW will be relamttd only as required ta
providing for the proposed building. Please aaummadll1l new building.
advise haw the elisting building is supplied
and if this is the anly waltr mtIIr on sill.
5 Pltost no1t thai an sheet (.3 (sidewalk Retaining woll shall be plOYided by G( as detailed
sedion 8-B) the retaining wall is indilated ta an Sheet 5-6.
be by other. However an shttt S-6 (stdian
8), n is shown ta be by the Gt The second
londilian would be appraprill1l lIting as in
the sidewalk is also by the GC.
6 The Ilisting Irees along the north side of the The answer is YES. These are FIM 1nts and will not
property are not indiadld 10 be renwmd on be ablt to remain during canstnKlian.
shttt [A. 1. Please adYise if these Irees will
also need ta be remcmd as they are in
confIill with the 'landsmlll.
7 Please pmide bask cui shttIs lor the owner This shall be ghen 10 the GC by the dIy upon award
prOYided equipment. (i.e. kKbrs, racks, tlt.1 of the DIOitct.
8 The TS-2 steel m1umns indilOlld an sheet 5- These columns are no Ianger Ilisting.
2 and S-4 at m1umn lilll51 El and 51 01
are not dear. Please adYise the proposed
laadiaa of these two s1ItI m1umns.
9 Please provide strudUrol details of the ile llIfIr ta tIllad1ed drowing/dltail numbered 5-2
melting pn as seen in roam #1211
lombomi
(m OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 2
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QUlITION ., o . T r~j .. ,
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10 Please pnmde a mmdId detail of the The panellabrimlor shan pmide lDIIlIIdion delad.
lllIIIIIlIian between the 5 ind! slItl pipe Shop drawings from the panellabriador shall be
blUll and aluminum fin as lien an detail submillld lor AlE appmal.
#5 of S-6. Aba, other conllldion poinls
indiaded an the same delail cia not
cornspand to the details as lien an M.03.
Please adme.
n S1IIl gall # 139 as indicalld on sheet # It will be llltTIded. Provide 0 fill 1111 with
A4.02 (column line 7 between A and B) is not reinlortlment an both sides of gall opening.
indicotld on sheet 5-2. Please moke this
mmdion.
12 PIeose provide delails on the strudvral Please reler to sketth no. 1 showing the detail of
sheets tho! refer 10 the new mosonry walls os Iooling supporting the new r CJW. Parlilion walls.
lien on sheet A4.01. CMU walls need 10 meet 011 requirements 01 the
South FIorido Building Code. (This includes but is
notlimi1ed 10 columns 01 011 mnnedions 10 elisling
wolls and lie beams throughout lop length 01 woll.)
Please reler 10 SlnKIural Notts lor IlIOII details.
13 On the wall 01 the enlralKll ramp towords the Use loyout on Sheet E-4
Iicket booth sheet E4 shcnn 3 florescent EM
wall poW in which the desaiplion is
dillerent from the filtures shown on sheet El
lor the some Iocotions. Please advise
14 On sheet E4 column line 1 between 0 & E, There are no ' C' filtures there.
there is a filture type symbol lor 2 type 'C'
but the filtures ore not shown ond no
ciltUiIi.. is indico1ld.
15 Wiring requirements, mnduclor sim lor Re-use Hilling feed ond recanneclnew elevoror.
elevotor equipment is not shown on the Provide new disconneclswilth.
electricol -Ions or riser. Please advise.
16 SpecificoIion Sedion 16415-1.115 A2 relen 10 Ignore relerelKlllO these ponels
surge suppression equipment 10 be included
lor MOP brand! ponel'C),' and 'GH'. These
connoI be found an the drawinm.
17 Are there 10 be surge suppression equipment Yes, surge suppression and all_ry equipment,
included lor new 'MC(2" and its oonels? breaken, tit. to be Drovided lor new oone/s
18 There is a specification section in the praject No.
monuallor lightning protection syslIm, but
there is nothing in the plans. Is a lightning
to be induded?
19 Considering all 01 the demolition work and A phasing plan lor opendion of tlisling facility is to
remodeling 01 the elisling building and the be provided bJ the city.
new lIIlIlInKIion shown lor this project, will
the building be wacoted during canstrudIon?
Will there be any special phasing work? How
will the issue 01 restroom facilities be
handled K the buildi... is to remain ODIn
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 3
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QUllflON 'I D'Jr " . :' " ,', ~ ~)
duri.. consIrudion.
20 Page C-l is lis1Id on the I. of dnnrings Page C.l is not being used.
page M.lIO but is no! included in ..
doannen1s we 1IlIMd. Is this page
DUruoselY Dmillld 110m the SCllIII of work?
21 WhenI ore the lie ins lor the walIr, _r Rain leadeR ore lied in1D the CDIlh basin. WDlIr is
and drain lines made that came aut of the 10 be lied into elisting 6" tl.P as shown in C-4.
narth side aI the new building? Pbnbing Sewer is Ia be lied into existing 6" V.tP.
PDge P-l refeR Ia page C-4 but page C-4
dues nul show where the elisting t_ are 10
be pilbcl up front Also where cia !he Rain
Waler Leaders lie inla?
22 What is the thickness and "R" -Value far the R-ll 3 W
insulalian No. 24 III wall semons shown on
Paae H01?
23 Is a Bid Band required lor this projed? Yes
24 Are !he sanitary sewer lines PYC 01 Cast Iron Cast Iron below grade.
below arade?
2S Specificatians Semon 13000 pari 2.01 refers Yes it is available upon request. Please mil
Ia an Appendix A lor malar sizes, elL We cia Manufacturer below:
no! hole Appendix A. Is this available? Specifkatians were prepared by OMCO
Relrigerotion.
Conlad: Mr. Sllml Shun 01 Mr. Jobn.lard!
Tel: (416)465-7581 Fu:(416) 465-881S
69 VillieR S,,", T OIOnla, Onlario
26 Closet shelves are indicated in rooms 215A, Multiple shemng Units
215B & 216. Are these single sheMs, single
shelves with rods or multi.1e sheIYi.. units?
27 Wall details conflict in most 01 the interior PIeose _10 wall types on Sheet A7.01 and also
spaces. Please clarify which rooms gel metal the finish notes and spedficutions an sheet A7.m
IIoming, stucco, e1t. and which rooms are Rooms 102, 1m, 111, 113, 127, 117 and 217 will
pain1ld block. require painting an the blocks. See Finish SchecIule
lor more details on the ....
28 Whlll is the height 01 the CIIOmic IiIe No waillKot in bathrooms, anly a 4" high ceramic
wainsml in the bathrooms? lile base.
29 Dnrwing A.7.m indicallls a Bentley carp.t. Roam 112, 112, 206, 207. These rooms shall rICIive
Not an the finish sd1edule. WhenI is this mrpet in lieu of linoleum.
reauired?
30 Bothroom elevotions show only base IiIe and 4" high _ic lile base. (At shanr stall areas,
finish sd1edule mils lor walllile. Are wela the walllile shall be _lied from IIoor 10 ceiling.
assume a 4" base only 0I1i1e an the entire (Please refer 10 details an sheet M.m detail
wall. Please Oarily. 1/A2.01 and Sheet M.02 Detoil GIH)
CITl OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 4
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OlJlS'I(}j f o ' " t,I, ,',.
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31 Induded in !he spedfimticHlS is a IlKlion lor No panels nllllCled. Nn ...I,ud! glass and
hurrilane panels. It is not dear on !he assembly shaH be impod mislant as per SFBt
drawings whidl openings are 10 IIlIift
hurrilane panels. There lilt no details or
.Iemions lor this scope. Please clarify.
32 There are no spedfimtions induded lor !he The perfaratld aluminum panels shall be spedfied
perfaratld aluminum panels. We will need as 101m: Aluminum (Clear Anodilld) \1"
lor Hample !he Iype af finish. Please darify. diameter, %" slaggered lIIIlIn. 2 holes, PSI 40%
O.A., 0.63 gage.
Me NkhoIas Co.
SS05 W. Gray Street
Tampa, FL33609.1007
33 On sheet S-4 grid lines El and D1 there are These Tubular sleel m1umns (TSl) no longer
T sl m1umns whidl previous shee1s call TC1. elisting.
More informatian will be required lor these
(olumns silKe dlere purpose is not defined.
34 Pleme identify ollspec:ilic areas requiring Pleme reltr 10 projM manual lor !he Asbestos
asbestos obollment (i.e.: elisting HVAC Report.
dUdWork)
3S Areas, which alii for sound ollenuotion, do Using Thermollnsula1ion.
not specify moteriollo be used. Please
(larify.
36 Is1he ice skating rink part af !he Generol Yes, pleose refer 10 Project Monuol and Shee1s AC-4
Conlnxlor's controd? and AC.S
" so, pleose provide die KhedUIe of
relrigerolion equipment. The kKotion of
relrigerolion equipment in rela1ion 10 !he
rink. The Iype and size 01 !he piping system.
37 Please noli lhot controd dcxumenlS do not CiIy 01 Miami IIetxh will prowide.
(ontain inslrudion 10 biddeB on wage roles.
Please darify.
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my OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 5
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1. A conaetl slob has been odded undemealh the ice skOling rink (elew1ion -1'-4") ond is specified as 1oI1ows:
6" conaetlslob over 6 mil Yisqueen on cIeon fine sand fill compoclld in 12" Ioyers to 95 % of the Stondord
ProcIOr Density Test. See GeoIechnicol Report. Reinforce with 6 X 6 W 2.0 X W 2.0 welded wire Iobrk, ploced
2 ilKhes from the lop of the slob. Reier to ~lrudurol pions. Sheets S-2 ar.d S-6 for detoils.
2. The moin enlnlnce storefront has been revised to meet the South Florido Building Code Wind Lood
requiremenls. NOle!hot the aluminum dadded 51nKIural sleel beam was dele1ed and !he !hree (3) 4"X8'
sleel tubular columns were introduced insteod as a part of the wind resistont storefront framing design. PIeose
reler 10 the Archi1ectural Plans, Sheet A 5.01 and Sheet A 6.14 and Structural Plan Sheet S-8, Section 3 ond
Moin Enlnlnce plan. See attoched detoil of Storefrantlor more information.
r-
aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 6
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CAAA. cS4lTH . CO@.RAOlr--JO
eCN OF MIAMI
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SCOlT RAKOW YOUTH CENTER
CITY OF MIAMI BEACH
ADDENDUM No.Z
PLUEING ITEMS:
1. Drawing P-3
Generlll Plumbing notes, SA should reacI:
"DRAINAGe PIPING - SERVICE WEIGHT CAST IRON-.
2. Drawing P-4
Revise fixture designations to correspond with projed specifications.
3. Project Specificalions Section 15450-2.02 add the following:
P-3. P-3A: Equal to American Standard 6541.132 A1lbrook. See archltedu181
drawings for mounting heights.
4. Project Specifications Section 15450-2.02A. revised to read:
Whi18 vitreous china, wallrnounted. siphon jet flush action, 1.6 gpf, elongated
bowl, Afwall EL 1.6 2257.103 by American Standard.
5. Project Specffications Svtion 15450-2.02 delete tne following:
P-3 Shower.
END OF ADDENDUM No. ~
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Scott Rakow Youth Center Unit Cost Breakdown
,-.
DESCRIPTION UNIT COST
Site Work
I. Asphalt $ I Ton
2. 18" C.M.P with S' wide trench $ /L.F.
3. 12" Concrete Header Curb $ I L.F.
4. Concrete (Sidewalk) $ I L.F.
5. Cat Palm $ EA.
LandscaDin2
6. Cocoplum $ I Gallon
7. Green Liriope $ I Gallon
8. Varigated Liriope $ I Gallon
9. Chinese Fan Palm $ EA.
10. Tamarind $ EA.
11. Pentos $ I Gallon
-- 12. Philodendron Selloum $ I Gallon
13. Varigated Pittosporum $ I Gallon
14. Royal Palm $ EA.
15. Dwarf Scheffiera $ I Gallon
16. Varigated Schefflera $ I Gallon
17. Silver trumpet Tree $ EA.
18. Washington Robusta $ EA.
19. Cardboard Palm $ I. Gallon
20. Planting Soil $ I c.y.
21. Mulch $ I C.Y.
Irrintion
22. Schedule 40 PVC main $ I L.F.
23 Schedule 40 PVC Lateral $ I L.F.
24 Solenoid Valve $ EA.
25 Spray Heac1 ISF $ EA
26 Spray Head ISH $ EA.
27 Spray Head ISQ $ EA.
Interior Construction
r-
28. Folding Partition Doors $ EA.
29. Protective Neting $ IL.F.
30. Dasher Board $ I L.F.
Page I of 3
. '
Scott Rakow Youth Center Unit Cost Breakdown
31 Exterior Perforated Aluminum Panel S IS.F.
32. Aluminum Fin S EA.
33. Suspended Acoustical Tile S IS.F.
34. Stucco Finish $ ISY
35. Ceramic tile $ IS.F.
36. Linoleum $ IS.F.
37. Carpet $ IS.Y.
38. Mondo Sport Impact Flooring $ IS.F.
39. Hollow Metal Door $ EA.
40. Aluminum Glass Door S EA.
41. Aluminum Storefront Glass S IS.F.
42. Windows S IS.F.
43. Roll Up Doors S EA.
44. Painting S S.F.
45. Roof Drain S EA.
46. Metal Mesh S S.F.
47. Concrete Piles S EA.
48. Serpentine Wall S I L.F.
49. HV AC Diffuser S EA.
~ 50. Exhaust fan 2000cfm S EA.
51. Exhaust fan 200 cfm S EA
52. Exhaust fan 250 cfm S EA.
53. Exhaust fan 8X8 RAR S EA.
54. Cold Floor Poly Pipe S L.F.
Electrical
55. Smoke Detector S EA.
56. Duct Detector S EA.
57. Heat Detector S EA.
58. Pull Station S EA.
59. Strobe S EA.
60. Horn S EA.
61. Duplex Recepticle S EA.
62. Toggle Switch S EA.
63. Exit lights S EA.
64. Light Fixture type A S EA.
65. Light Fixture type B S EA.
66. Light Fixture Type C S EA.
67. Light Fixture Type D S EA.
68. Light Fixture Type E S EA.
~ 69. Light Fixture Type EM S EA
70. Light Fixture Type F S EA.
71. Light Fixture Type G S EA.
72. Light Fixture Type GE S EA
Page 2 of3
Scott Rakow Youth Center Unit Cost Breakdown
73. Light Fixture type H
74. Light Fixture Type SA
75. Light Fixture Type SB
s
s
s
EA
EA
EA.
Plumbinl!
76. 3" Floor Drain
77. Water Closets
78. Urinals
79. Lavatory
80. Stall Partitions
s
s
s
s
s
EA.
EA.
EA.
EA.
/L.F.
.--
-
Page 3 of3
~
BID No. 138-99100
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 1 OF 5
PROPOSAL OF
(Name)
(Address)
(FOR)
Constructing the improvements desig1'~ted and described in the attached Notice to Contractors, and
which said Improvements are designated as the SCOTT RAKOW YOUTH CENTER and more
particularly set forth herein.
.-
SUBMITTED
19_
TO MAYOR AND CITY COMMISSION OF MIAMI BEACH, FLORIDA:
We the undersigned, hereby declare that no person or persons, firm or corporation other than the
undersigned, are interested in this Proposal, as principals, and that this Proposal is made without
collusion with any person, firm or corporation, and we have carefully and to our full satisfaction
examined the attached Notice to Contractors, General Provisions, Specifications for Materials and
Construction Methods, Supplementary Conditions, and form of Contract and Bond, together with
the accompanying Plans, and that we have made a full examination of the location of the proposed
Work and the sources of supply and materials, and we hereby agree to furnish all implements,
machinery, equipment, transportation, tools, materials, supplies, labor, and other things necessary
to the prosecution and completion of the work, fully understanding that the quantities shown in the
Notice to Contractors and Proposal are approximate only, and that we will fully complete all
ne<"~~~ry work in accordance with the Plans and the attached Specifications, and the requirements
under them of the Engineer within the time limit specified in this Proposal for the following unit
prices to-wit:
r
BID NO: 138-99/00
DATE: 10/25/00 (AMENDED)
CITY OF MIAMI BEACH
4
BID No. 138-99/00
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 2 OF S
This bid shall include costs for furnishing to the City ~I material, equipment, and supplies and for
all cost incurred in completing the work, including installation of all materials, equipment, and
supplies furnished, complete in place and ready for continued service, including all tie-in work and
testing, all other labor, permit fees, taxes, insurance, miscellaneous costs, overhead and profit.
The Contractor shall be Substantially Completed with the Work withiJl three-hundred-thirty-
five (335) calendar days after the date when the Contract Time commences to run as provided in
paragraph 2.3 of the General Conditions, and completed and ready for final payment within
three-hundred-saty-five (365) calendar days after the date when the Contract Time commences
to run.
Total Base Bid:
$
.--
Contingency Fee:
(10% of the above Total Base Bid)
$
Grand Total Base Bid:
$
Written Amount
Grand Total Base Bid:
(Without the Prevailing Wage Rates)
(For Information Purposes ONLY)
$
Written Amount
r-
BID NO: 138-99/00
DATE: 10115100 (AMENDED)
CITY OF MIAMI BEACH
5
--
BID No. 138-991l1O
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 3 OF 5
ADDENDUM ACKNOWl.F.DGMENT
ADDENDUM
DATED
SIGNATURE OF PERSON SIGNING BID
No.
No.
No.
Bidder accepts all of the terms and conditions of the Bidding Documents, including without
limitation those dealing with the disposition of the Proposal Guaranty.
In submitting this Proposal, Bidder makes all representations required by the Instructions to Bidders
and further warrants and represents that:
~
a Bidder has examined copies of all the Bidding Documents, the Notice to Contractors, the
Proposal Requirements and Conditions, and the following Addenda (receipt of all which is
hereby acknowledged):
b. Bidder has familiarized itself with the narur:: and extent of the Contract Documents, Work
Site, Locality, and all Loca1 Conditions and Laws and Regulations that in any manner may
affect cost, progress, performance, or furnishing of the Work.
c. Bidder has studied carefully all reports and drawings of subsurface conditions and drawings
of physical conditions which are identified in the Supplementary Conditions as provided in
Paragraph 4.2 of the General Conditions, and accepts the determination set forth in Paragraph
SC-4.2 of the Supplementary Conditions of the extent of the technical data contained in such
reports and drawings upon which Bidder is entitled to rely.
d.
Bidder has obtained and carefully studied (or assumes responsibility for obtaining and
carefully studying) all such el<aminations, investigations, explorations, tests and studies (in
addition to or to supplement those referred to in (b) above) which pertain to the subsurface
or physical conditions at the site or otherwise may affect the cost, progress, performance or
furnishing of the Work at the Contract Price, within the Contract Time and in accordance
with the other terms and conditions of the Contract Documents,..including specifically the
provisions of Paragraph 4.2 of the General Conditions; and no additional examinations,
investigations, explorations, tests, reports or similar information or data are or will be
required by Bidder for such purposes.
.-
BID NO: 138-99/00
DATE: 10/15100 (AMENDED)
CITY OF MIAMI BEACH
6
--
BID No. 138-99100
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 4 OF 5
e. Bidder has reviewed and checked all information and data shown or indicated in the Contract
Documents with respect to existing Underground Facilities at or contiguous to the site and
assumes responsibility for the accurate location of said Underground Facilities. No
additional el<aminations, investigations, explorations, tests, reports or similar information or
data in respect of said Underground Facilities are or will be required by Bidder in order to
perform and furnish the Work at the Contract Price, within the Contract Time and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provisions of Paragraph 4.3 of the General Conditions.
f. Bidder has correlated the results of all such observations, el<aminations, investigations,
explorations, tests, reports and studies with the terms and conditions of the Contract
Documents.
g.
Bidder has given the City written notice of all conflicts, errors or discrepancies that it has
discovered in the Contract Documents and the written resolution thereof by City is
acceptable to Bidder.
~
FIRM'S NAME (print or Type):
SIGNATURE:
TITLElPRINTED NAME:
ADDRESS:
TELEPHONE NUMBER:
FAX:
r-
BID NO: 138-99/00
DATE: 10/15100 (AMENDED)
CITY OF MIAMI BEACH
7
PROPOSAL PAGE 5 Oil' 5
--
The undersigned further agrees to perform all neceslf.ry wExtra Workw, as provided for in the
Genera1 and Supplementary Provisions and to execute the attached Contract within five (5) calendar
days after the date on which the Notice of Award has been given. The undersigned further agrees
to commence work under this Contract within seven (7) days following the date indicated on the
Notice to Proceed by the City and to Substantially Complete the Work and to fully and Finally
Complete the Work with the Contract TlDle period as stipulated in the Agreement. The undersigned
further agrees to pay as liquidated damages for each consecutive calendar day that passes after the
Contract Substantial Completion date that the Work is not substantially completed, and for each
consecutive calendar day that passes after the Contract Final Completion date that the Work is not
completed and ready for fina1 payment, the amounts of liquidated damages being as stipulated in the
Agreement. The undersigned further agrees to furnish sufficient and satisfactory bond in the sum
of not less than (I OOOfo) one-hundred percent of the contract price of the work.
The undersigned further agrees to bear full cost of maintaining all work until the fina1 acceptance,
as provided in the General Provisions.
Accompanying this Proposal is a Bid Bond made payable to the City of Miami Beach, Florida
in the sum of
,,-
Dollars $
Bid Bond is to be forfeited as liquidated damages if, in case this Proposal is accepted, the
undersigned shall fail to execute the attached Contract under the conditions of this Proposal;
otherwise, said Bid Bond is to be returned to the undersigned upon the delivery of Satisfactory Bond.
Signature & Title
Address
Telephone Number
,'-'
BID NO: 138-99/00
DATE: 10/25100 (AMENDED)
CITY OF MIAMI BEACH
8
SCOTT RAKOW YOUTH CENTER
~
CUSTOMER REFERENCE LISTING
Contractor'1 lhaD funaish the names, addnaes, and telephone nnmben ola minimum ollour
(4) firms or government organizations lor whieh the Contractor II euJTently furnishing or has
furnished, limilar lerviees to eonltruct publie iee rink and/or poollaeilities within the past
five (5) yean.
I)
Company Name
Address
Contact Person
Telephone Number
2)
Company Name
Address
---
,
Contact Person
Telephone Number
3)
Company Name
Address
Contact Person
Telephone Number
4)
Company Name
Address
Contact Person
Telephone Number
r-
BID NO: 138-99/00
DATE: 10115100 (AMENDED)
CITY OF MIAMI BEACH
11
AGREEMENT
~
THIS AGREEMENT made this day of 19-, A.D. between the
CITY OF MIAMI BEACH, a Florida municipal corporation, hereinafter called the City, which
term shall include its successors and assigns, party of the one part, and
hereinafter called the Contractor, which term sha1l include its heirs, successors and assigns, party of
the other part.
WITNESSETH that the said Contractor for the consideration and compensation herein agreed to
be paid and the said City in consideration of the construction of improvements to be done by said
Contractor and designated "SCOTT RAKOW YOUTH CENTER" by said City, do hereby
mutually agree as follows:
I. This Agreement sha1l extend to and be obligatory upon said City, its successors and assigns,
and upon said Contractor and its heirs, successors and assigns. Neither this Agreement nor
any part thereof nor any part of the Work herein contemplated, shall be assigned or sublet,
nor shall any sums of money provided to be paid to said Contractor be assigned by said
Contractor to anyone without the consent of the City Commission of said City evidenced by
its resolution.
2. The foregoing pages of this booklet, including the Notice to Contractors, the Proposal, and
the Contract Documents and such alterations as may be made in said Plans and
Specifications as therein provided for, are hereby referred to and made a part of this
Agreement and the terms and conditions set forth therein, except when in direct conflict with
this written Contract, are as much a part hereof as if copied herein. If conflicts exist between
them and this written instrument, only that part of the matter in direct conflict herewith shall
not be construed to be a part hereof.
3. The Contractor sha1l commence work within seven (7) days of the Notice to Proceed and
shall construct and complete in a good and wor\cmanlilce manner the materials herein referred
to, strictly in accord herewith the following:
3.1 The Contractor shall be Substantially Completed with the Work within three-
hundred-thirty-five (335) ealendar days after the date when the Contract Time
commences to run as provided in paragraph 2.3 of the General Conditions, and
completed and ready for final payment within three-hundred-shty-five (365)
calendar days after the date when the Contract Time commences to run.
r-
BID NO: 138-99/00
DATE: 10/15100 (AMENDED)
CITY OF MIAMI BEACH
13
3.2 Damages - City and Con1ractor ftllXIgni2Ie that the City will suffer direct ~Iloss
if Work is not completed within die Contract times specified in paragraph 3.1 above
plus any extensions thereof allowed in accordance with Article 12 of the G:nera1
Conditions. They also ftllXIgni2Ie the delays, expense and difficulties involved in
proving in a legal or arbitration proc-'Iil\g the actua1loss suffered by Owner if the
Work is not completed on time, and therefore time is of the essence. AcconIingly,
instead of requiring any such proof Contractor agrees to forfeit and pay Owner as
liquidated damages for delay (but not as a penalty) the amount of Three HUDdred
DoUan (S300.00) for each c:a1eadar day that expires after the Contract Time
specified in paragraph 3.1 for Substantial Completion until the Work is
substantia1ly complete. After Substantial Completion if Contractor shall neglect,
refuse, or fail to complete die remainil\g Work within the Contract Time, Contractor
shall pay Owner Dree HUDdred DoUan (S300.00) for each calendar day that
expires after the time specified in Paragraph 3.1 for completion and readiness
for final payment. These amounts represent a reasonable estimate of Owner's
expenses for extended delays and for inspection, engineering services and
administrative costs associated with such delay.
3.3 Savings - City and Contractor recognize that both parties will benefit financially
should the Project be completed prior to the contract time specified in Paragraph 3.1
of the Contract (Agreement). Accordingly, for each calendar day that the contract
work is accepted by the City prior to the contract time specified for Substantial
Completion in Paragraph 3.1 of the Contract (335 calendar days) the Contractor
shall receive as liquidated savings for early completion, the amount of One- Thousand
Dollars (51,000) per day. The total liquidated savings payment shall not exceed
530,000. Such payment will be made after fina1 acceptance in accordance with
Section 9.7 of the General Conditions, entitled Acceptance and Final Payment. The
liquidated savings payment amount represents a reasonable estimate of the City's
savings for inspection, engineering services and administrative costs realized from
early completion.
4. In such construction said Contractor shall furnish all implements, machinery, equipment,
transportation, tools, materials, supplies labor, and other things necessary to the execution
and completion of the Work, nothing being required of the City except that it may, at its
expense, supervise such construction and enter upon and inspect the same at all reasonable
times.
5. If any dispute arises between the City and said Contractor with reference to the meaning or
requirements of any part of this Contract and they cannot agree, the more stringent
requirements sha1l govern as determined by the City.
r
BID NO: 138-99/00
DATE: lon5lOO (AMENDED)
CITY OF MIAMI BEACH
14
. 6. If the Contractor sha1l complete the construction herein contemplated in a good and
worl<manlilc., man...... within the time herein specified and in accord herewith, the said City
shall pay to the Contractor the contract sum in accordance with the Conditions of the
Contract. The City, by allowing Contractor to continue with said construction after the time
for its completion hereinbefore stated sha1l not deprive City of the right tc exercise any
option in this Agreement contained nor sha1l it operate to alter any other term of this
Agreement.
7. The Contractor sha1l file with the Procurement Director of said City of Miami Beach a
Performance and Labor and Material Payment Bond, each in the amount of 100 percent of
Contract Amount, in the form as set forth herein or as otherwise approved by the City of
Miami Beach City Attorney and shall be executed by said Contractor and Surety Agent
authorized to do business in the State of Florida.
8. The Contractor shall file Insurance Certificates, as required, and they must be signed by a
Registered Insurance Agent licensed in the State of Florida and approved by the City of
Miami Beach Risk Manager.
9. All documents shall be executed satisfactorily to said City and until Bonds and Insurance
Certificates have been filed and approved, this Contract Agreement shall not be effective.
-.
10. Owner shall pay Contractor for performance of the Work in accordance with the Contract
Documents in current funds at the lump sum or unit prices presented in the Bid Proposal,
attached to this Agreement. The parties expressly agree that the Contract Price is a stipulated
sum except with regard to the items in the Bid which are subject to unit prices.
Contraet Price: $
r
,
BID NO: 138-99/00
DATE: lon5lOO(AMENDED)
CITY OF MIAMI BEACH
15
} I. The Contract Documents which comprise the entire Agreement between City and Contractor
are attached to this Agreement and made a part hereof.
The Contract Documents may only be amended, modified or supplemented as provided
in the General Conditions.
IN WITNESS WHEREOF the said City has caused this Agreement to be signed by the Mayor of
the City of Miami Beach, Florida and its corporate seal to be affixed, attested by the City Clerk of
the City of Miami Beach and the said Contractor has caused this Agreement to be signed it its name.
(SEAL)
CITY OF MIAMI BEACH
Contractor
By
(Authorized Corporate Officer)
By
Mayor
ATTEST:
Title
r-
City Clerk
,"-'
BID NO: 138-99/00
DATE: lon5lOO (AMENDED)
CITY OF MIAMI BEACH
Iii
I
,!\
Teehnieal Speeifieations
I. Plans and specifications prepared by Carr Smith Corradino.
I. Teehnlcal Speelfieatlons: (DMSIONS I - 16 )
DMSION I - GENERAL REOUlREMENTS
DMSION 2.1 - SlTEWORK
DMSION 2.2 - SlTEWORK
DMSION 3 - CONCRETE
DMSION 4 - MASONRY
DMSION 5 - METALS
DMSION 6 - WOOD AND PLASTICS
DMSION 7 - THERMAL AND MOISTURE PROTECTION
DMSION 8 - DOORS AND WINDOWS
DMSION 9 - FINISHES
DMSION 10 - SPECIALTIES
DMSION II - EOUlPMENT (NOT USED)
DIVISION 12 - FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL
DIVISION 16 - ELEcrRICAL
~,
2. DrawingsIPlans for the Scott Rakow Youth Center (dated August 11,2000)
(INDEX OF DRAWINGS)
(I) COVER SHEETILOCA TION MAP
(I) GENERAL NOTES (AO.OO)
(I) SURVEY (SU-I)
(4) CIVIL (C-2 - C-5)
(2) LANDSCAPING (LA-IIIR-I)
(25) ARl:H1TECTURAL (AO.OI - A8.03)
(2) LIFE SAFETY (L801.l- L801.2)
(9) STRUCI11RAL (801- 809)
(7) MECHANICAL (AC-I - AC-7)
(9) ELEcrRICAL (E-l -E-9)
(5) ELEcrRICAlJPLUMBING (P-I - P-5)
(66) TOTAL DRA WINGSIPLANS
.--.
BID NO: 138-99/00
DATE: lon5lOO(AMENDED)
CITY OF MIAMI BEACH
52
~
,'t:'~)i~;.i~F~j:r~'~.\:~..- .
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
2700 SHERIDAN AVENUE
Miami Beach, FloricIa
29 SEPTEMBER 2000
Prepared by:
THE CORRADINO GROUP
Architectural Division
4055 NW 97" Avenue
Miami, Florida 33178
305.594.0735
305.594.0755
To All Concerned:
The following ore modifications to the original Contract Documents os issued to the Bidders.
The following items os provided hereinafter ore now in effect and hove the some force os if
included in the original documents.
This Addendum No.
consists of
43
pages, including this page.
IN THE PROJECT MANUAL:
r-
SECTION NO . - DE LETE PAGES REPLACE,ADD PAGEl
00002 DeIe1e Table aI Canfllnls in i1s S RephKw with new dacument in i1s S
entirety entirelY
01630 Delefll Sedian in i1s entirety S RephKw .ilb section in i1s entirety S
04220 Dele1l Setf.on in i1s entirety S Replace with Sedian 04200 entitled 16
"Unit Masonry"
06400 0eleIe Section in i1s entirety 6 Replace with new Sedion 06410 entitled 6
"CabiMl and Milhrork"
omo 0eleIe Sedian in i1s entirety S Replace with section in iIs entirety S
om! N/A Add: LisIed an Table aI Canlenls but not 3
endosed in Proied Ilanual
15090 N/A Add: LisIed an Table aI Cant.nIs but not 2
endosed in Proied Ilanual
CI1Y OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
Page 1
,-.
GENERAL INFORMATION
Section 00001
00002
00003
00004
00005
00310
00430
00821
--
Division 1
Section 01010
01043
01045
01050
01090
01200
01310
01340
01380
01410
01500
01600
01630
01700
01740
01741
01742
Division 2.1
-
Section 001
031
040
050
SECTION IIlIlIlI2
TW OF ClIIITENTS
AUGUST 11, 20lII
OTY OF MIAMI BEACH
scan wow YOUTH CENTER
2700 SHERIDAN AVENUE
MIAMI BEACH, FL
Title Page
Table of Contents
list of Architects/Engineers/Consultants
Geotechnical Dota
Asbestos Survey/Report
8id Form
Subcontractor list
Certificate of Compliance Trench Safety Act
GENERAL REQUIREMENTS
Summory Of Work
Mechanical And Electricallde"tification Systems
Cutting And Patching
Field Engineering
Definitions And Standards
Project Meetings
Progress Schedules
Shop Drawings, Product Data. Samples And Mock-Ups
Construction Photographs
Testing laboratory Services
Construction Facilities And Temporary Controls
Material And Equipment
Product Options And SubstiMions
Contract Closeout
Warranties And Bonds
Contractor Warranty Form
Subcontractor Warranly Form
SlTEWORK
Table of Contents
Trench Safety Act
Form of Proposal
Compensation
OTY OF MIAMI BEACH
scon RAKOW YOUTH CENTER
00002-1
r-
110 Sewage Collection System
120 Water Distribution System
121 Val'/es
130 Storm Drainage System
140 Pavirlg
141 Pavement Restoratian
142 Sidewalks
143 T ra/fic Markings
Division 2.2 SITEWORK
Section 02050 Demolition, Removals And Relocation - Site
02110 Clearing and Grubbing
02140 Dewatering
02200 Earthwork
02201 Earthwork For Buildings
02220 Excavating, Backfilling, And Compading For Utilities
02280 Soil Treatment
02371 Auger Grout Injected Piles
02529 Concrete Sidewalks and Straight Curbs
02660 Water Distribution
02720 Storm Drainage System
r- 02731 Sanitary Sewage System
02750 Irrigation
02800 Landscaping
Division 3 CONCRETE
Section 03200 Concrete Reinforcement
03300 Cost-In-Place Concrete
Division 4 MASONRY
Sedion 04200 Unit Masonry
Division 5 METALS
Section 05120 Structural Steel
05210 Steel Joists
05310 Steel Deck
05500 Metal Fabrications
05721 St;Jinless Steel Railings
Division 6 WOOD AND PlASTIC
,-- Section 061 00 Rough Carpentry
06410 Cabinet and Millwork
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
00002-2
r
OiYision 7 THERMAL AND MOISTURE PROTECTION
Section 07112 Membrane Waterproofing
07120 Fluid Applied Waterproofing
07190 Vopor Retarder
07210 Building Insulotion
07255 Fire Proofing
07270 Firestopping
07514 Elostomeric Waterproofing at Planters
07541 Thermoplastic Membrane Roofing
07575 Concrete Deck Sealer
07600 Flashing And Sheet Metal
07725 Roof Hatches
07900 Joint Sealers
07920 Sealants and Caulking
Division 8 DOORS AND WINDOWS
,--- Section 081 00 Steel Doors and Frames
08305 Access Panels
08330 Overhead Coiling Doors
08332 Rolling Counter Doors
08410 Aluminum Doors, Frames, Entrances and Storefronts
08521 Steel Windows (Altemate)
08665 Pass Th roug h
0871 0 Finish Hardware
08800 Glazing
08900 Glazed Curtain Wall System
Division 9 FINISHES
Section 09205 Furring And Lathing
09220 Portland Cement Plaster And Stucco
09260 Gypsum Board System
09300 Tile
09390 Cement Bonded Particle Boord
09510 Acoustical Ceilings
09624 Athletic Rubber Flooring
09650 Resilient Tile Flooring
09660 Vinyl Base
09680 Carpet
,.-- 09815 Epoxy Wall Cooting
09900 Painting
09986 Fiberglass Reinforced Plastic (FRP) Wall Panels.
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER 00002-3
,..
Division 10 SPECAlTIES
Section 10170 Solid Phenolic Toilet Compartments, Shower Enclosures, Vanity Tops and
Urinal Screens
10210 Extruded Aluminum Lovers
10522 Fire Extinguishers
10655 Accordion Partitions
10715 Aluminum Hurricane Panels
10800 Toilet Room Accessories
Division 11 EQUIPMENT
(NOT USED)
Division 12 FURNISHINGS
(NOT USED)
Division 13 SPECIAL CONSTRUalON
Section 13000 Ice Skating Rink Equipment
13164 Dasher Boord Equipment
r Division 14 CONVEYING SYSTEMS
Section 14241 Hydraulic Elevator
Division 1 S MECHANICAL
Section 1501 0 Mechanical General Provisions
15023 Codes And Standards
15042 Tests (HVAC)
15044 General Completion (HVAC)
15090 Supports, Anchors and Seals
15140 Supports and Anchors
15240 Vibration Isolation
15251 Thermal Insulation (HVAC)
15260 Piping Insulation (HVAC)
15290 Ductwork Insulation (HVAC)
15410 Piping (Plumbing)
15420 Piping Specialties (Plumbing)
15421 Drains, Floor Sinks And Cleanouts
15424 Domestic Water Heaters
15435 Valves, Cocks And Faucets (Plumbing)
15450 Plumbing Fixtures, Trim And Supports
- 15451 Shower Module And Thermostatic Valve
15510 H.VAC. Piping
15535 Valves And Specialties (HVAC)
15540 HVAC Pumps
aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER 00002-4
15545
15679
15712
15730
15743
15850
15856
15860
15861
15865
15870
15885
15890
15910
15930
15940
15970
15990
Division 16
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Section 1 601 0
16023
16100
16112
16120
16131
16140
16150
16155
16400
16402
16415
16440
16450
16470
16475
16511
16530
16601
16721
16740
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Chemical Water Treatment (HVAC)
Packaged Water Cooled Units
Induced Draft Cooling Towers (HV AC)
Dehumidifiers
Air Cooled Condensing Units
Air Handling Units
Package Units with Heot Recovery Wheels
Centrifugal Fans
Air Moving Equipment
Axial Fans (HVAC)
Power Ventilotors (HVAC)
Air Filtration Equipment
Dudwork
Dudwork Accessories (HVAC)
Outlets (HVAC)
Air Outlets and Inlets (HVAC)
HVAC Controls
Testing Adjusting, and Balancing (HVAC)
ELECTRICAL
General Provisions-Electricol
Codes And Standards
Basic Materials And Methods
Raceway And Conduit
Wire and Coble
Outlet, Pull And Junction Boxes
Wiring Devices
Motors
Motor Power And Control Wiring
Electrical Service
Electrical Site Utilities
Transient Voltage Surge Suppression
Disconnect Switches
Grounding
Panelboords
Overcurrent Protective Devices
lighting Fixtures And Lamps
Exterior lighting
lightning Protection
Automatic Fire Detector And Fire Ala""
Telephone And Data Raceway Systems
END OF SECTION 00002
an OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
00002-5
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PARTI
1.01
~
A.
B.
SEOION 01630
PRODUCT Ol'TIONS AifD SUBSTITUTlONS
GENERAL
PRODUCT OPTIONS AND SUBSTITUTIONS
Products ore specified by reference standards, performance and manu1acturer's nome and
model number or trade nome. When specified standards or performance requirements, by any
manufacturer. When several products or manufacturers ore specified as being acceptable,
Contractor has the option of choosing among those named. When propriety products ore
specified, substitutions will be allowed only by substitution provisions specified herein.
If it is desired to use products different from those indicated in the Contract Docunents, the
party requesting the substitution sholl make written application on form provided at the end of
this section and os described herein. The burden of proving equality of proposed substiMions
rests with the party making the request for substitution.
1.
Requests for the substitution sholl reach the Architect not less than ten days prior to the
dote set for opening of bids. Requests received by Architect after this dote will not be
considered.
Requests for substitutions sholl be accompanied by such technical data and samples os
the party making the request desires !o submit. Architect will consider reports from
independent testing laboratories, verified experience records from previous users, and
other printed or written information valid in other printed or written information valid in
the circumstances.
Requests for substitution shall indicate in what respects proposed materials or products
differ from those specified and the effect on interfacing or related work.
Requests for substitution shall be accompanied by the manufacturer's dated product data
describing the installation, use and care, as applicable, of proposed substitution. Include
reference standards, test data and clarification drawings.
Requests for substitution shall be accompanied by complete cost dolo indicating material
cost, installed cost and savings, if any, resulting from proposed substitution.
Determination os to acceptability of proposed substitutions will be mode based only on
data submitted.
Contractor sholl coordinate installation of accepted substitutions wiih interfacing work,
bearing re-design costs and making approved changes in the Work to properly
incorporate the substitutions, and sholl waive 011 claims for additional costs related to use
of acceptable substitutions which become apparent following acceptance.
2.
3.
4.
5.
6.
7.
C. An addendum will be issued to Bidders not less than four days prior to dote set for opening of
Bids if a proposed substifulion is accepted by Architect. Unless substitutions ore received and
approved as described above, successful Bidder sholl be responsible for fumishing materials
and products in accord with the Contrad Documents.
/'"'
D.
In the event that specified items cannot be delivered to the job site and incorporated into the
Work at such times and in such quantities os to couse na delay, then Contrador may request c
substitution in the manner described above. Should the accepted substitution provide 0 cost
savings, the Contract price will be adjusted by Change Order, with Owner receiving the benefit
OTY OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
01630-1
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of the net savings. No increase in the Contrad price will be allowed on substitutions made after
the receipt of Bids except where the Contrador can verify a timely placement of orders
appropriate to the materials and conditions involved.
E. Inability to obtain specified items due to Contrador's failure to place timely orders will not be
considered reason for authorizing substitutions.
PART2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
END OF SECTION 01630
4.1, ..-za
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
01636-2
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SUBSTITUTION REQUEST FORM
NOTE: This form is for use by Pri",e Construdion Contrador only. Submittals by others will be retumed
with no response.
PROJECT: CITY OF MIAMI BEACH - SCOTT RAKOW YOUTH CENTER
MIAMI BEACH. flORIDA
lOCATION:
2700 SHERIDAN AVENUE
MIAMI BEACH. FLORIDA
CITY OF MIAMI BEACH
OWNER:
DATE:
We hereby submit for your consideration the following substitution instead of the item specified or shown on
the drowings:
Sedion:
Paragroph:
Specified Item:
-
Proposed Substitution:
Attoch complete produd data, drawings and descriptions of produd, with fabrication and installation
details. Provide loboratory tests of applicable.
Provide sample, of applicable. Indicate if sample will be provided under separate cover.
Include complete information on changes to drawings and/or specifications that proposed substitution will
require for its proper installation.
Fill in blanks below: (Include attachments if space is insufficient. Failure to provide information will void
submittal.)
A. Reason(s) for proposed substitution: (check all that apply):
1. Request is equivalent to produd/material/assembly specified. (Note: Attach technical
documentation.)
_2. Specified produd or method cannot be provided within the Contrad Time. (Note: This request
will not be considered if the produd or method cannot be provided os a result of the
Contrador s failure 10 pursue the work promptly, or to coordinate the various activities property,
or if the Contrador foils to place timely orders.)
_3. Specified produd or method cannot receive necessary approval by 0 goveming authority, and
the Contrador certified that the requested substitution con be approved.
-
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
01630-3
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_4. A substantial advantage is oHered the Owner, inn terms of cost, time, energy conseMltion or
other consideration of merit, after deduding redesign and evaluation costs and the increased
co~t of other work by tha Owner or separate contradors, and similar considerations.
_5. Specified produd or method cannot be provided in 0 manner which is compatible with other
materials of the work, a"d the Contrador certifies that the substitution will overcome the
incompaiibility.
_6. Specified produd or method cannot be properly coordinated with other materials in the work,
and the Contrador certifies that the proposed substitution con be properly coordinated.
_7. Specified produd or method C<lnnot receive a warranty os required by the Controd Documents,
and the Contractor certifies that the proposed substitution con receive the required warranty.
B. Does the substitution affed the dimensions or details shown on drawings:
No
Yes. (Attach marked-up prints of drawings showing changes required.)
C. What effed does the substitution hove on other trades?
D. Compare significant qualities of proposed substitution with those of work or produd originally
specified or shown on drawings. Include elements such os size, weight, durability, performance, visual
effed, etc.
E. Coordination Information: Include all changes required in other elements of the work in order to
accommodote the substitution, including work performed by the Owner or separate contractors.
F. State effed the substitution will hove on the work schedule in comparison to the schedule which would
prevail without the proposed substitution. State the effect of the proposed substitution on the Contract
Time.
G. Provide complete cost information, including (1 proposal of ony net chonge in the Contract Amount.
H. Manufacturer's warranties of the proposed and specified items ore:
_ Some _ DiHerent (explain on ottochmenti
The Undersigned Contrador certifies its opinion that, after thorough evaluation, the proposed substitution
will result in work that in every significant respect will be equivalent to or superior to the work required by the
original Controd Documents and that it will perform odequately in the application indicoted. Rights to
additional payment or time because of failure of the substitution to perform adequately ore hereby waived.
The Undersigned hereby agree to pay in full for ony changes to design, including detailing and engineering
costs caused by the requested substitution.
OTY OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
01630-4
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Submitted by: (Note: Submittal void and will be discarded if unsigned or if signed by entity other than
General Construdion Contrador.)
Signature (Contrador's Authorized Representative)
(Title)
Con1rador's Firm Name:
Date:
For use by Archited:
_ Accepted
_ Accepted as Noted
_ Not Accepted
Received Too Late
By:
Date:
/...- Remarks:
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CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
01630-5
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SECTION lM2lIO
UNITIASONRY
PART 1 GENERAL
1.1 RElATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the fallowing:
1. Concrete unit masonry.
2. Reinforced unit masonry
3. Insulation in masonry walls.
4. Masonry waste disposal.
1.3 PERFORMANCE REQUIREMENTS
--
A. Provide unit masonry that develops the following installed compressive strengths (fm) at 28
days.
1. For concrete Unit masonry; As follows, based on net area:
a. fm = 2000 psi
1.4 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections
B. Product data for each different masonry unit, accessory, and other manufactured product
specified.
1. Accessories embedded in the masonry.
C. Material certificates for the following, signed by manufacturer and Contractor, certifying
that each material complies with requirements.
--
1. Each different cement product required for mortar and grout, including name of
manufacturer, brand, type, and _ight slips at time of delivery.
2. Each material and grade indicated for reinforcing bars.
3. Each type and size of joint reinforcement.
4. Each type and size of anchors, ties, and metal accessories.
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042110-1 I
CTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
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C. Material test reports from a qualified independent testing agency, employed and paid by
Contractor or manufacturer, indicating and interpreting test results relative to compliance
of the following proposed masonry materials with requirement indicated:
1. Mortar complying with property requirements of ASTM C 270.
2. Grout mixes. Include description of type and proportions of grout ingredients.
3. Masonry units.
15 QUALITY ASSURANCE
A Testing Agency Qualifications: To qualify for acceptance, an independent testing agency
must demonstrate to Architect's satisfaction, based on evaluation of agency-submitted
criteria conforming to ASTM C 1093 that it has the experience and capability to
satisfactorily conduct the testing indicated without delaying the Work.
B. Fire-Resistance Ratings: Where indicated. [provide materials and construction identical to
those of assemblies with fire resistance ratings determined per ASTM E 119 by a testing
and inspecting agency, by equivalent concrete masonry thickness, or by another means, as
acceptable to authorities having jurisdiction.
--
C. Single-Source Responsibility for mosonry Units: Obtain exposed masonry units of a
uniform texture and color, or a uniform blend within the ranges accepted for these
characteristics, from one source and by a single manufacturer for each different product
required.
D. Single-Source Responsibility for Mortar materials: Obtain mortar ingredients of a uniform
quality, including color for exposed masonry,. From one manufacturer for each
cementitious component and from one source or producer for each aggregate.
1.6 DELIVERY, STORAGE, AND HANDLING
A Store masonry units on elevated platforms, under cover, and in a dry location to prevent
their deterioration or damage due to moisture, temperature changes, contaminants,
corrosion and other causes. If units become wet, do not install until they are in an air-dried
location.
B. Store cementitious materials on elevated platforms, under cover, and in a dry location.
C. Store aggregates where grading and other required characteristics can be maintained and
contamination avoided.
D. Store mosonry accessories, including metal items, to prevent corrosion and accumulation
of dirt and oil.
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aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
04200-2
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1.7 PROJECT CONDITIONS
A. Protection of Masonry: during erection, cover tops of ,",oils, projections, and sills with
waterproof sheeting at end of each day's work. Cover partially completed masonry when
construction is not in progress.
B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for
at least 3 days after building masonry walls or columns.
C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be
left exposed or pointed. Immediately remove grout, mortar, and soil that come in contact
with such masonry.
1. Protect base of walls from rain-splashed mud and mortar splalter by covering spread
on ground and over wall surface.
2. Protect sills, ledges, and projections from mortar droppings.
3. Protect surfaces of window and door frames, a: well os similar products with pointed
and integral finishes, from mortar droppings.
4. T um scaffold boards near the wall on edge at the end of each day to prevent rain from
splashing mortar and dirt on completed masonry.
,"--
D. Hot-Weather Requirements; Protect unit masonry work when temperature and humidity
conditions produce excessive evaporation of water from mortar and grout. Provide
artificial shade and wind breaks and use cooled materials and use cooled materials as
required. Do not apply mortar to substrates with temperatures of 100 deg F (38 deg C)
and above.
PART 2 PRODUCTS
2.1 MANUFACTURES
A Available Manufacturers: Subject to compliance with requirements, manufacture."! offering
products that may be incorporated in the Work include, butr ore not limited to, the
following:
B. Manufacturers Subject to compliance with requirements, provide products by one of the
following:
,"--
1. Concrete Masonry Units:
2. Portland Cement, Mortar Cement, masonry Cement, and lime:
a. Essroc materials. Inc.
b. Glen-Gery Corporation.
c. Laforge Corporation
d. Lehigh Portland Cement Co.
e. Riverton corporation (The).
3. Joint Reinforcement, Ties, and Anchors:
an OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
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a. Dur-O-Wal, Inc.
b. Heckman Building products, Inc.
c. Hohmann & Bemord, Inc.
d. Masonry Reinforcing Corp. of America.
e. National wire products Industries.
f. Southem construction Products.
2.2 CONCRETE MASONRY UNITS
A. General: provide shapes indicated and as follows for each form of concrete masonry unit
required.
1. Provide speciol shapes for lintels, corners, jambs, sash, control joints, headers,
bonding, and other special conditions.
2. Provide bullnose units for outside comers, unless otherwise indi~ated.
3. Provide square-edged units for outside corners, except where indicated as bullnose.
B. Concrete Masonry Units; ASTM C 90 and as follows:
.--
1. Unit Compressive Strength: provide units with minimum average net-area compressive
strength indicated below:
a. 2800 psi
b. Weight Classification: Normal weight.
2. Aggregates: do not use aggregates made from pumice, scoria, or tuff.
3. Provide Type I, moisture-controlled units.
4. Size: manufactured to the actual dimensions indicated on Drawings within tolerances
specified in the applicable referenced ASTM specification.
5. Exposed Faces: manufacturer's standard color and texture, unless otherwise indicated.
2.3 MORTAR AND GROUT MATERIAlS
A. Portland Cement: ASTM C 150, Type I and II, except Type III may be used for cold-
weather construction. Provide natural color or white cement as required to produce mortar
color indicated.
B. Hydrated lime; ASTM C 270, Type S.
C. Portland Cement-lime mix: Package blend of Portland cement complying with ASTM C
150, type I or type III, and hydrated lime complying with ASTM C 270.
---
D. Aggregate for Mortar: ASTM C 144; except for joints less than 1/4 inch (6.5 mm), use
aggregate graded with 100 percent paSSi,'g the No. 16 (1.8 mm sieve).
01Y OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
042lI0-C
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1. White-Mortar Aggregates; Natural white sand or ground white stone.
E. Aggregate for Grout: ASTM C 404.
F. Ready-Mixed Mortar; Cementitious materials, woter, end aggregate complying with
requirements specified in this Article; combined with set-controlling admixtures to produce
a reody-mixed mortar complying with ASTM C 1142.
G. Water-Repellent Admixture: liquid water-repellent mortar admixture intended for use with
CMU, containing integral water repellent by same manufacturer.
H. Water: Potable.
2.4 REINFORCING STEEL
A. Steel Reinforcing Bars: material and grade as follows:
1. Billet steel complying with (ASTM A 615M).
C. Deformed Reinforcing Wire: ASTM A 496, with ASTM A 153, Closs B-2 zinc coating.
,-- 25 JOINT REINFORCEMENT
A. General: Provide joint reinforcement formed from the following:
1. Galvanized carbon-steel wire, coating class as follows:
a. ASTM A 153, Closs B-2, for both interior and exterior walls.
B. Description; Welded-wire units prefabricated with deformed continuous side rods and
plain cross rods and plain cross rods into straight lengths of not less than 10 feet (3 m),
with prefabricated comer and tee units, and complying with requirements indicated
below:
1. Wire Diameter for side rods: 0.1875 inch (4.8 mm).
2. Wire Diameter for Cross rods: 0.1875 inch (4.8 mI.
2.6 TIES AND ANOIORS, GENERAL
A General: Provide ties and anchors specified in subsequent articles that comply with
requirements for metal and size of this Article, unless otherwise indicated.
B. Wire: As follows:
1. Galvanized Carbon-Steel Wire: ASTM A 82; with ASTM A 153, Closs B-2 cooting.
,--
2. Wire Diameter: 0.1875 inch (4.8 mm).
OTY OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
04200-5
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C. Steel Plates and Bars: ASTM A 36 (ASTM A 36M), hot-dip galvanized to comply with
ASTM A 153, Class B.l, B-2, or B-3, as applicable to size and form indicated.
2.7 ADJUSTABLE ANCHORS FOR CONNEaING TO STRUCTURAl FRAME
A. General: Prov;de 2-piece assemblies as described below, allowing vertical or horizontal
differential movement between wall and frame parallel to plane of wall but resisting
tension and compression forces perpendicular to it.
1. For anchorage to concrete, provide manufacturer's standard anchors with dovetail
anchor section formed from sheet metal and triangular-shaped wire tie section sized
to extend within 1 inch (25 mm) of masonry face and as follows:
a. Wire Diameter: 0.25 inch (6.4 mm).
2. For anchorage to steel framing, provide manufacturer's standard anchors with
crimped 1/4-inch-{6.4 mm-) diameter wire anchor section for welding to steel and
triangular-shaped wire tie <ection sized to extend within 1 inch (25 mm) of masonry
face and os follows:
a. Wire Diameter: 0.25 inch (6.4 mm).
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2.8 RIGID ANCHORS
A. General: Fabricate from steel bars as follows;
1. 1-1/2 inches (38 mmO wide by 1/4 inch (6.4 mm) thick by 24 inches (600 mm) long,
with ends tlorned up 2 inches (50 mmO or with cross pins.
2.9 MISCELLA.'4EOUS ANCHORS
A. Unit Type inserts in Concrete: Cast-iron or malleable-iron inserts of type and size
indicated.
B. Dovetail Slots: Furnish dovetail slots with filler strips, of slot size indicated, fabricated from
0.0336-inch (0.85-mm), galvanized steel sheet.
C. Anchor bolts: Steel bolts complying with ASTM A 307, grade A (ASTM F 568, property
Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers;
hot-dip galvanized to comply with ASTM A 153, Closs C; of diameter and length indicated
and in the following configurations.
1 . Headed bolts.
2.10 EMBEDDED FWHING MATERIALS
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A. Sheet-Metal Flashing: Fabricate from the following metal complying with requirements
specified in Division 7.Seclion 'Floshing and Sheet metal' and below:
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
042111-6
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1. Fabricate metal expansion-joint strips from sheet metal indicated above, formed to
shape indicated.
2. Application: Use where flashing is partly concealed in masonry wall.
B. Rubberized Asphalt Sheet flashing: Manufacturer's stondard composite flashing product
consisting of pliable and highly adhesive rubberized asphalt compound, 32 mils (0.8 mm)
thick, bonded completely and integrally to a high-density, cross-laminated polyethylene
file, 8 mils (0.2 mm) thick, to produce an overall thickness of 40 mils (1.0 mm)
1. Primer: Flashing manufacturer's standard product or product recommended by
flashing manufacturer for bonding flashing sheets to masonry and concrete.
C. Rubberized Asphalt Sheet Flashing: manufacturer's standard composite flashing product
consisting of a pliable and highly adhesive rubberized asphalt compound, 26 m81s (0.7
mml thick. bonded completely and integrally to a high-density, cross-laminated
polyethylene film, 4 mils (0.1 mm) thick, to produce an overall thickness of 39 mils (0.8
mml.
-
1. Primer: Flashing manufacturer's standard product or product recommended by
flashing manufacturer for bonding flashing sheets to masonry and concrete.
D. Solder and Sealants for Sheet-Metal Flashings: As specified in Division 7 Section 'Flashing
and Sheet Meta'".
E. Adhesive for Flashings: Of type recommended by manufacturer of flashing material for
use indicated.
F. Available Products; Subject to compliance with requirements, products that may be
incorporated in the Work include, but ore not limited to, the following:
1 . Metal Flashing:
a. cheney Flashing (Dovetail); Cheney Floshing Company, Inc.
b. cheney Flashing 9Sawtoath): cheney Flashing Company, Inc.
c. Keystone 3-Way Interlocking Thruwall Flashing; keystone Flashing Co.
2. Rubberized Asphalt Sheet flashing:
a. Perm-A-Barrier Wall flashing; Groce: W.R. Grace & Co.
b. Palyguard 300; Polyguard products, Inc.
2.11 MlsaLLANEOUS MASONRY ACCESSORIES
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A. Compress Filler: Pre molded liller strips complying with ASTM 0 1056, type 2, closs A,
Grade 1; campressible up to 35 percent; of width and thickness indicated; formulated from
the following material:
1. Neoprene.
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
042l1O-7
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2. Urethane.
B. Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard
sash block and to maintain lateral stability in mosonry woll; size and configuration as
indicated.
1. Styrene-Butadiene Rubber Compound: ASTM D 2000, Designation M2M.B05.
C. Bond.Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226,
type I (No. 15 asphalt felt).
D. Weep Holes: provide the following:
1. Round Plastic tubing: Medium-density polyethylene, 3/8 -inch (9-mm) outside
diameter by 4 inches (100 mm) long.
2. Wicking Material: material as indicated below, in length required to produce 2-inch
(50-mm) exposure on exterior and 18 inches (450 mm) in cavity between wythes:
a. Collon sash cord.
E. Cavity Drainage Material: l-inch- (25-mm.) thick, reticulated, nonabsorbent mesh, made
from polyethylene strands and shaped to maintain drainage at weep holes without being
clogged by mortar droppings.
2.12 INSULATiON
A. Loose-Granular Vermiculite Insulation: ASTM C 516, Type II (surface treated for water
repellency and limited moisture absorption), Grode 3 (Fine), complying with 29 CFR 1926
by containing less than 0.10 percent by weight of asbestos and that demonstration shows
will not releose asbestos fibers in excess of 0.1 fiber/cu. Cm under reasonably foreseeable
job-site conditions.
B. Extruded Polystyrene Boord Insulation: Rigid, cellular, polystyrene thermal insulation with
closed cells and integral high-density skin, formed by the expansion of polystyrene base
resin in an extrusion process to comply with ASTM C 578, Type W; in manufacturer's
standard lengths and widths; and in thicknesses indicated.
C. Molded Polystyrene Board Insulation: Rigid, cellular thermal insulation formed by the
expansion of polystyrene resin beads or granules in 0 closed mold to comply with ASTM C
578, Type I; in monufocturer's stondard lengths and widths; and in thicknesses indicated.
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D. Polyisocyanurate Boar insulation: Glass-fibre.reinforced, rigid, c1ased.cell foam board;
produced by expanding polyisocyanurate resin without using chlorofluorocarbons (CFCs);
with aluminum foil facings laminated to both sides; complying with FSHH.I.1972I1, Class
2; with a thermal resistance (R-value) manufacturers standard lengths and widths; and in
thicknesses indicated.
E. Adhesive: Type recommended by insulation board manufacturer for application indicated.
aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
042110-8
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2..13 MASONRYa.EAHERS
A. Job-Mixed Detergent Solution; Solution 01 II2.cujp (0.14.L) dry meosure tetrasodium
polyphosphote and 1/2.cup )(0.14-L) dry measure laundry detergent dissolved in 1 gal.
(4L) 01 water.
B. Proprietary Acidic Cleaners: Manulacturer's standard-strength, general.purpose cleaner
designed lor removing mortar/grout stains, efflorescence, and other new construction
stains Irom new masonry surfaces 01 type indicated below without discoloring or damaging
masonry surfaces; expressly approved lor intended use by manufacturer 01 masonry units
being cleaned.
2..14 MORTARAND GROUT MIXES
A. General: Do not use admixtures, including pigments, air.entraining agents, 'Jccelerators,
retarders, water-repellent agents, antilreeze compounds, or other admixtures, u:1less
otherwise indicated.
-
1 . Do not use calcium chloride in mortar or grout.
B. Mortar lor Unit Masonry: Comply with ASTM C 270, Proportion Specilication, lor types 01
mortar indicated below:
I. limit cementilrious materials in mortar to portland cement and lime.
2. For masonry below grode, in contact with earth, and where indicated, use type
indicated below:
a. Type: M.
3. For reinlorced masonry and where indicate, use type indicated below:
a. Type: S.
C. Grout lor Unit masonry: Comply with ASTM C 476. Use grout of consistency indicated or,
if not otherwise indicated, 01 consistency (fine or course) at time of placement that will
completely lill spaces intended to receive grout.
1. Use fine grout in grout spaces less than 2 inches (50 mm) in horizontal dimension,
unless otherwise indicated.
2. Use course grout in grout spaces 2 inches (50 mm) or more in least horizontal
dimension, unless otherwise indicated.
2.15 SOURCE QlWITY CONTROL
- A. The Owner will employ and pay 0 qualilied independent testing agency to perform the
lollowing testing lor source quality control. Retesting of materials foiling to meet specified
requirements sholl be done at Contractor's expense.
0lY OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
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B. Concrete Masonry Unit Tests: For each type of concrete masonry unit indicated, units will
be tested far strength, absorption, and moisture content per ASTM C 140.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine conditions, with Installer present, for compliance with requirements for installation
tolerances and other conditions affecting performance of unit masonry. Do not proceed
with installation until unsatisfactory conditions have been corrected.
B. Examine rough.in and built.in construction to verify actual locations of peiping connections
prior to installation.
3.2 INSTAlLATION, GENERAL
A. Thickness: Build cavity and composite walls and other masonry construction to the full
thickness shown. Build single-wythe walls to the actual thickness af the masonry units,
using units of thickness indicated.
B. Build chases and recesses to accommodate items specified in this and other Sections of the
Specifications.
C. leave openings for equipment to be installed before completion of masonry. After
installing equipment, complete masonry to match construction immediately adjacent to the
opening.
D. Cut masonry units with motor-driven sows to provide clean, sharp, unchipped edges. Cut
units as required to provide continuous pottem and to fit adjoining construction. Use full-
size units without cutting, where possible. Nlow units cut with water-cooled sows to dry
before placing, unless wetting of units is specified. Install cut units with cut surfaces and,
where possible, cut edges concealed.
3.3 CONSTRuaION TOLWHCES
A.. Variation from Plumb: For vertical lines and surfaces of columns, walls, and orrises, do not
exceed 1/4 inch in 10 feet (6 mm in 3 m), nor 3/8 inch in 20 feet (10 mm in 6 m), nor 1 n
inch in 40 feet (12 mm in 12 m) or more. For external comers, expansion joints, control
joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet (6 mm in 6 m), nor
1 n inch in 40 feet (12 mm in 12 m) or more. For vertical alignment of head joints, do not
exceed plus or minus 1/4 inch in 10 feet (6mm in 3 m), nor 1.2 inch (12 mm) maximum.
B. Variation from level: For bed joints and lines of exposed lintels, sills, parapets, horizontal
grooves, and other conspicuous lines, do not exceed 1/4 inch in 20 feet (6 mm in 6 ml,
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
04200-10
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nor 1/2 inch in 40 feet (12 mm in 12 m) or more. For top surface of bearing walls, do not
exceed 1/8 inch (3 mm) in 10 feet (3 m), nor 1/16 inch (1.5 mm) within width of a single
unit.
C. Variation of linear 8uilding line; for pasition shown in plan ard related po:'!ion of
columns, walls, and partitions, do not exceed 1/2 inch in 20 feet (12 mm in 6 m), nor 3/4
inch in 40 feet (19 mm in 12 m) or more.
D. Variotion in Cross-Sectional Dimensions: For columns and thickness of walls, from
dimensions shown, do not exceed minu 1/4 inch (6 mm) nor plus 1/2 inch (12 mm).
E. Variation in Mortar-Joint thickness: so not vary from bed-joint thickness indicated by more
than plus or minus 1/8 inch (3 mm), with 0 maximum thickness limited to 1/2 inch (12
mm). Do not vary from head-joint thickness of adjacent course by more than 1/8 inch (3
mm). Do not vary from head-joint thickness indicated by more than plus or minus 1/8 inch
(3 mm). Do not vary collar-joint thickness indicated by more than minus 1/4 inch (6 mm)
or plus 3/8 inch (10 mm).
3.4 LAYING MASONRY WAlLS
A Layout walls in advance for accurate spacing of surface bond patterns with uniform joint
widths and for accurate locating of openings, movement-type joints, retums, and offsets.
Avoid the use of less-thon-half-size units at corners, jambs, and where possible at other
locations.
B. Lay v<alls to comply with specified construction tolerances, with courses accurately spaced
and coordinated with other construction.
C. Bond Pattem for Exposed Masonry: Lay exposed masonry in the following bond pattem:
do not use units with less than nominal 4-inch (100 mm) horizontal face dimensions at
comers or jambs.
1. One-half running bond with vertical joint in each course centered on units in courses
above and below.
D. Stopping and Resuming Work: In each course, rock back 112-unit length for one-half
running bond or 1 /3-unit length for one-third running bond; do not tooth. Clean exposed
surfaces of set masonry, wet clay masonry units lightly if required, and remove loose
masonry units and mortar prior to laying fresh masonry.
E. Built-in-Work: As construction progresses, build-in items specified under this and other
Sections of the specifications. F8i1! in solidly with masonry around built-in items.
.-
F. Fill space between hollow metal frames and masonry solidly with mortar, unless otherwise
indicated.
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
04200-11
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G. Where built.in items are ta be embedded in cores of hollow mosonry units, place a layer of
metal lath in the jaint below and rod mortar or grout into core.
H. Fill cares in hollow concrete masonry units with grout 24 inches (600 mm) under bearing
plates, beams, lintels, [posts, and similar items, 'Jnless otherwise indicated.
I. Build nonload.bearing interior partitions full height of story to underside of solid floor or
roof structure above and as follows:
1. Install compressible filler in joint between tap of partition and underside of structure
above
35 MORTAR BEDDING JOINTING
A Lay hollow concrete masonry units as follows:
1.
2.
3.
-- 4.
,
With full mortar coverage on horizontal and vertic:J1 face shells.
Bed webs in mortar in starting course on footings and in ell courses of piers, columns,
and pilasters, and where adjacent te cells or cavities to be filled with grout.
For starting course on footings where cells are not grouted, spread out full mortar
bed, including areas under cells.
Maintain joint widths indicated, except for minor variations required to maintain bond
alignment. If not indicated, lay walls with 3/B.inch (10 mm) joints.
B. Tool exposed joints slightly concave when thumbprint har, using a jointer larger than joint
thickness, unless otherwise indicated.
C. Cut joints flush for masonry walls that are to receive plaster or other direct.applied finishes
(other than paint), unless otherwise indi"ated.
3.6 HORIZONTAL-JOINT REINFORCEMENT
A. General: Provide continuous horizontal-joint reinforcement as indicated. Install entire
length of longitudinal side rods in mortar with a minimum cover of SIB inch (16 mm) on
exterior side of walls, 112 inch (13 mm) elsewhere. Lap reinforcing a minimum of 6 inches
(150mm).
~
1. Space reinforcement not more than 16 inches (406 mm) o.c.
2. Provide reinforcement in mortar joint 1 black course above and below wall openings
and extending 12 inches (305 mm) beyond opening.
a. Reinforcement above is in addition to continuous reinforcement.
F. Cut or interrupt joint reinforcement at control at control ar.d expansion joints, unless
otherwise indicated.
G. Provide continuity at corners and wall intersections by using prefabricated 'L' and 'T'
sections. Cut and bend reinforcement units as directed by manufacturer for cantinuity at
returns, offsets, column fireproofing, pipe enclosures, and other special conditions.
CTY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
04200-12
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3.7 ANCHORING MASONRY TO STRUCTURAl MEMBERS
A. Anchor masonry to structural members where masonry abuts or faces structural members
to comply with the following:
1. Provide en open space not less than 1 inch (25 mm) in width between masonry and
structural member, unless otherwise indicated. Keep open space free of mortar or
other rigid materials.
2. Anchor masonry to structural members with flexible anchors embedded in masonry
joints and attached to structure.
3. Space anchors os indicated, but not more than 24 inches (610 mm) o.c. vertically and
36 inches (915 mm) o.c. horizontally.
3.8 CONTROL AND EXPANSION JOINTS
.-
A. General: Install central and expansion joints in unit masonry where indicated. Build-in
related items os the masonry progresses. Do not form a continuous span through
movement joints unless provisions ore made to prevent in-plane restraint of wall or
partition movement.
B. Form control joints in concrete masonry os follows:
1. Install interlocking units designed for control joints. Install bond-breaker strips at
joint. Keep head joints free and clear of mortar or rake joint.
C. Build-in horzontot pressure-relieving joints where indicated; construct joints by either
leaving an air spac~ or inserting 0 compressible filler of width required for installing sealant
and backer rod specified in Division 7 Section 'Joint Sealants'.
1 . Locate horizontal pressure-relieving joints beneath shelf ongles supporting masonry
veneer and attached to structure behind masonry veneer.
3.9 FLASHING, WEEP HOLES, AND VENTS
A. General: Install embedded flashing and weep holes in masonry at shelf angles, lintels,
ledges, other obstructions to the downward flow of water in the wall, and where
indicated.
--
B. Prepare masonry surfaces so they are smooth and free from projections that could
puncture flashing. Place through-wall flashing on sloping bed of mortar and cover
with mortar. Seal penetrations in flashing with adhesive, sealant, or tope os
recommended by flashing manufacturer before covering with mortar.
C Install flashing os follows:
an OF MIAMI BEACH
scorr RAKOW YOUTH CENTER
04200-13
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1 . Cut off /lashing /lush with face of wall after masonry wall construction is
completed.
D. Install weep holes in the head joints in exterior wythes of the first course of masonry
immediately above embedded flashing and os follows:
1 . Form weep holes with product specified in Port 2 of this Section.
2. Space weep holes 24 inches (600 mm) o.c.
3. Place cavity drainage material immediately above flashing in cavities.
E Trim wicking material used in weep holes flush with outside face of wall after mortar
has set.
F. Install reglets and nailers for flashing and other related construction where shown to be
vuilt into masonry.
3.10 FLASHING, WEEP HOLES, AND VENTS
A. Temporary Formwark and Shores: Construct formwork and shores to support reinforced
masonry elements during construction.
,,-
1 . Construct formwork to conform to shope, line, and dimensions shown. Make
sufficiently tight to prevent leadoge of mortor ond grout. Broce, tie, ond support
forms to mointoin position and shope during construction and curing of reinforced
masonr6y.
2. Do not remove forms and shores until reinforced masonry members have hardened
sufficiently to ~arry their own waight and other temproary loads that may be placed on
them during construction.
B. Grouting: Do not place grout until entire height of masonry to be grouted has attained
sufficient strength to resist grout pressure.
1 . Do not exceed the following pour heights for fine grout.
o. For minimum widths of grout spaces of 2 inches (51 mm) or for minimum grout
space of hollow unit cells of 2 by 3 inches (51 by 76 mm), pour height of 60
inches (1524 mm).
2. Do not exceed the following pour heights for coarse grout:
,.-.
a. for minimum widths of grout spaces of 2.1/2 inches (63 mm) or for minimum
grout spoce of hollow unit cells of 3 by 3 inches (76 by 76 mm), pour height of
12 feet (3.6 mI.
3. Provide clean out, holes at least 3 inches (76 mm) in least dimension for grout pours
over 60 inches (1524 mm) in height.
3.11 FIELD QUAUTY CONTROL
aTY OF MIAMI BEACH
SCOlT RAKOW YOUTH CENTER
042110-14
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A. The owner will employ and poy a qualified independent testing agency to perform the
following testing for field quality control. Retesting of materials failing to meet specified
requirements shall be done at Contractor's expense.
B. Testing Frequency: Tests and Evaluations listed in this Article will be performed during
construction for each 5000 sq. ft. (460 sq. m) of wall area of portion thereof.
C. Mortar properties will be tested per property specification of ASTM C 270.
D. Grout will be sampled and tested for compressive strength per ASTM C 1019.
E. Prism- Test method: For eoch type of wall construction indicated, mosonry prisms will be
tested per ASTM e 447, Method B, and as follows:
1. Prepore 1 set of prisms for testing at 7 days and 1 set for testing at 28 days.
F. Evaluation of Quality-Control Tests: In the absence of other indications of noncompliance
with requirements, masonry will be considered satisfactory if results from construction
quality-control tests comply with minimum requirements indicated.
3.12 REPAIRING, POINTING, AND CLEANING
-
A. Remove and replace masonry units that ore loose, chipped, broken, stained, or otherwise
damaged or if units do not match adjoining units. Install new units to match adjoining units;
ir,stall in fresh mortar or grout, pointed to eliminate evidence of replacement
B. Pointing: during the tooling of joints, enlarge voids and holes, except weep holes, and
completely fill with mortar. Point-up joints, including comers, openings, and adjacent
construction, to provide 0 neat uniform appearance. Prepare joints for application of sealants.
C. In-Progress Cleaning: clean unit masonry os work progresses by dry brushing to remove
mortar fins and smears prior to tooling joints.
D. Final Cleaning: After mortar is thoroughly set and cured, c1eon exposed masonry os follows:
-
1 . Remove large mortar particles by hand with wooden poddles and nonmetallic scrape
hoes or chisels.
2. Test cleaning methods on sample wall panel; leove one-half of ponel uncleaned for
comporison purposes. Obtain Architect's approval of sample cleaning before
proceeding with cleaning of masonry.
3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering
them with liquid strippoble masking agent, polyethylene film, or waterproof masking
tope.
4. Wet wall surfaces with water prior to application of cleaners, remove cleaners promptly
by rinsing thoroughly with clear water.
aTY OF MIAMI BEAOt
SCOTT RAKOW YOUTH qNTER
04200-15
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,"--
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5. Clean brick by bucket and brush hand-cleaning method described in BIA Technical Note
No. 20 Revised, using the following masonry cleaner:
a. Job-mixed detergent solution.
6. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2 applicable to
type of stain present on exposed surfaces.
E. Protection: Provide final protection and maintain conditions that ensure unit masonry is
without damage and deterioration at time of Substantial Completion.
3.13 MASONRY WASTE DISPOSAL
A. Recycling: Undamaged, excess masonry materials are Contractor's property and shall be
removed from the project site for his use
END OF SECTION
4.\ :09'2900
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
04200-16
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PARTl
1.01
A.
B.
c.
102
,,--
A.
B
C.
D.
103
A.
B.
SEaJON 06410
CABINET AND MILLWORK
GENERAl
SUBMITTAlS
Shop drawings: Submit for 011 architectural woodwork. Indicate construction and installation
details, species and grades of materials, finishes, plastic laminote and cabinet hardware
selections.
Product data: Submit for cabinet hardware and similar manufactured items. Submit with shop
drawing.
Samples; submit os follows:
1. Plastic laminate: Manufacturer's standord color and pottem selections for selection by
Architect.
2. Finish samples: Submit one sample of each type of selected finish on samples of species and
grade material specified.
3. Hardware items: Submit if requested by Architect. Samples will be retumed to supplier.
DELIVERY, STORAGE AND HANDLING
Deliver no woodwork to project site until areas ore ready for woodwork instollation.
Immediately upon delivery to job site, place woodwor\c indoors, protected from weather,
Store woodwork 0 minimum of 6. above floor on blocking and cover with waterproof covering.
Provide for air circulotion and ventilation. Store in dry, conditioned space.
Wrap prefinished woodwork in black polyethylene for shipping and storage. Protect from
sunlight exposure.
JOB CONDITIONS
Field measurements: Take field measurements to ascertain exact woodwork sizes. Indicate exact
dimensions on shop drawings.
Install no interior woodwork until spaces are enclosed, dry and conditioned. Maintain
temperature between 55 degrees F. and 80 degrees F. for 72 hours before beginning
installation and afterwords until Dote of Substantial Completion.
1.04 QUAUlY ASSURANCE
.,-
A Applicable standards; comply with the following:
1. Standards 0 the following, os referenced herein:
a. American Notional Standards InsliMe (ANSI)
b. f1PA The Engineered Wood Association lAPA)
c. American Society for T esling and Materials (ASTM)
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
06410-1
,~
d. American Wood Preservers Association (AWPA)
e. Hardwood Plywood and Veneer Manufacturers Association (HPVA)
f. National Electric Manufacturers Association (NEMA)
2. Wood product; standards of the U.S. Deportment of Commerce, Nationol Bureau of
Standards:
a. Lumber: PS 20
b. Construction and Industrial Plywood: PS 1.
3. Standards for architectural woodwork: Architectural Woodwork Institute (AWl),
"Architectural Woodwork Quality Standards, Guide Specifications and Quolity
Certification Program: Sixth Edition, 1994, herein referred to as AWl Standards. Work
shall comply with applicable portions of AWl Stondards.
B. Grade marks: Identify lumber and plywood by official grade mark.
1. Lumber: Grade stamp shall contain symbol of grading agency, mill lumber or name,
grade of lumber, species or species grouping or combination designation, .vles under
which graded where applicable, and condition of seasoning at time of manufociure.
2. Plywood: Appropriate grade trademark of the APA Indicate type, grade, class,
identification index and inspection and testing agency mark.
3. On components to be exposed to view, grade marks shall be located so as to be
concealed in finished work.
.~
C. Fabricator/installer qualifications: Fabricator/installer sholl hove at least five years successful
experience in the fabrication, finishing and installotion of architectural woodwork of the type and
quantity required and, if requested by Architect, shall submit evidence of such experience. All
architectural woodwork shall be fabricated and installed by a single manufacturer.
D. A1lowoble erection tolerances:
1. Variation from plumb: 1/16" in totol ponel height.
2. Variation from level: I/S" in 10'-0", non-cumulative.
3. Variation in face alignment of adjacent components: 1/16".
PART 2 PROOUCTS
2.01 BASIC MATERIALS
A Lumber for transparent finish:
1 . Species: Maple
2. Lumber grade: II
3. AWl quality grade: Custom
4. Locations: Locker room benches
B.
Lumber for opaque finish:
1 . Species: Poplar
2. Lumber grade: II
3. AWl quality grode: Custom
4. Locations: Wall caps
.~
em OF MIAMI BUO!
SCOTT RAKOW YOUTH CENTER
06410-2
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C. Particleboard: Meeting ANSI A208.1-1993, Grade M-2; mat/ormed, manufactured of long
fibered cuttings. Weighing minimum of 40 Ibs./cu. ft.
D. Plywood: APA A-A A-B or A-D, Exposure 1, Group I, "A" face for exposed surfaces, "B" face
for semi-exposed surfaces, "D' face for unexposed surfaces.
E. Hardboard: ';." thickness, tempered.
F.
Plastic laminates:
1 . Acceptable products:
a. Formica Corp., Formica
b. International Paper, Decorative Products Division, Nevamar
c. Wilsonart Intemational, Inc., Wilsonart.
2. Conforming to NEMA Standard LD 3-1991, as follows:
a. Horizontal applications: Grade GP-50.
b. Vertical applications: Grade GP- 28.
c. Cabinet-liner: Grade CL-20.
d. Backing sheet: Grade BK-20.
3. Colors, textures and pottems: As selected by Architect from laminate manufacturer's
standard full line selection.
4. Provide solid core laminates where indicated on drawings.
a. Acceptoble products:
1. Formica Corp., Colorcore.
2. Intemational Paper, Decorative Products Division, Nevamar.
3. Wilsonart International, Inc., Wilsonart Calorthrough.
G. Stainless Steel: As specified in Custom Sheet Metal Fabrications section.
2.02 ARCHITECTURAl. CABINETS
A. Architectural cabinets shall comply with AWl Standards, Section 400.
B. Plastic laminate clad cabinets:
1 . AWl quality grade: Custom
2. Panel core: Fire-retardant-treoted porticleboard or hardwood plywood.
3. Component edges: Plastic laminate face.
4. Finish on semi-exposed surfoces: Plastic laminate cabinet liner
c.
Tops:
1.
2.
AWl quality grade: Custom
Plastic laminate:
a. Exposed surface: Plastic laminate.
b. Non-exposed surface: Backing sheet.
..r-
2.03 MISCELLANEOUS WOODWORK
A Comply with AWl Standards as follows:
1. Standing and running trim: Section 300, Custom Grade.
2. Laminate clad shelving: Section 600, Custom Grade
aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH qNTER
06410-3
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2.04 HARDWARE AND FASTENERS
A. Door and drawer pulls:
1 . Acceptable products:
a. Epco, Inc., #MC.402-4.
b. Sugotsune America, Inc., #SST.30M.
c. Stanley Works #4484,4" long.
2. Type: 4" long wire pull, US32D.
B. Concealed hinges:
1 . Acceptable products:
a. Grass America, Inc., #3903.
b. Julius Blum, Inc., #71.6500 Series.
c. Sagatsune America, Inc., #H 160-C.
2. Type: 165 degree opening, self-closing.
C. Recessed shelf standards and supports;
1. Acceptable product: Knape and '1ogt Mfg. Co., #255NP standard with #256NP
support.
2. Finish: Nickel-plated finish.
~
D. Shelf standards and supports:
1. Acceptable products: Knope & Vogt Mfg. Co., #80 steel stondards with #180 steel
brackets.
2. Type; Bright zinc-plated.
E. Full extension, steel boll bearing, side mount drawer slides, 100 lb. Capacity:
1 . Acceptable products:
a. Accuride, #3832.
b. Grant Hardware Co., #5632.
F. Cabinet drawer/door lock:
1 . Acceptable products;
a. Knape and Vogt Mfg. Co., #986.
b. SugatsuneAmerica, Inc., #3310.
c. Timberline Supply, Ltd., Style C8-230 deadlock and type 230 cylinder body with
lock plug.
2. Type: Nickel-plated.
G. Wire management:
1 . Acceptable products:
a. Outwoter Plastic Industries, Inc., #31-2'.
b. Sagatsune America, Inc., #V60-B.
2. Provide set of grommet, grommet cop, and slot cover; color os selected by Architect
from manufacturer's standard selection.
-
H. Closet shelf and rod bracket:
1. Acceptable products:
a. Knape and Vogt Mfg. Co., #1195
an OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
06410-4
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2.05
"~
PART 3
3.01.1
r-
b. Stanley Warks. #7046.
c. Jahnsan Hardware, Inc., 9003.
2. Provide one for e.:Jch two feet or portion thereof, minimum two per shelf.
I.
Closet rod:
1. Ac;ceptable product: Knape and Vogt Mfg. Co., #770-5.
2. Size: 1-5/16" diameter.
1.
Fasteners: Provide bolts, nails, screws, toggle bolts and similar fasteners os indicated or
required to attach and secure work. Fasteners for trim sholl be finishing nails for ottachment to
wood framing, trim-head screws for attachment to metal framing.
FABRICATION
A
Quality Grade far architectural woodwork sholl be AWl Custom Grode.
B.
Fabricote architecturol woodwork in occord with approved shop drawings.
c.
Perform veneer operations using hot press method using maisture-resistant, fire-retardant
adhesives.
D.
Fabricate items of woodwork in mill so for os procticable. Where countertops cannot be
furnished in single length, join using compression type fasteners.
E.
Items which cannot be manufactured in one piece shall have joints at logical breaking points
and shall be so noted on shop drawings. Finger-jointed members will not be allowable for
exposed, transparent finish work.
F.
Finish work shall be smooth, free from abrasion, tool marks, open joints or raised grain on
exposed surfaces.
G.
Scribe, miter and accurately join members.
H.
Factory transporenl finish: AWl Custom Grade, System TR.6 Catalyzed Polyurethane; colors
and sheens as selected by Architect.
EXECUTION
PREPARATION
A
Prior to pre-installation conference, examine substrates and conditions to receive work. Check
that floors and wall substrates are level, plumb and within tolerances to receive work specified
in this section.
B.
Do not begin work until unsatisfactory substrates or conditions have been corrected.
CITY OF MIAMI BEAOl
SCOTT RAKOW YOUTH CENTER
06410-5
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C. Prior to beginning work, a pre-installation conference will be held review work to be accomplished.
1. Contrador, fabricator/installer and hchited shall be present.
2. Contrador's submittals will be reviewed.
3. Substrates and conditions under which woodwork shall be installed will be reviewed.
4 Contrador shall notify all parties at least seven days prior to time of conference.
5. Contrador shall record minutes of meeting and distribute to all parties in attendance.
3.02GENERAL WORKMANSHIP
~
3.03
/1,1 :On9OD
r-
A. Install woodwork in a manner consistent with the specified Quality Grade, plumb, level, true
and straight within l/S" inl 0' -0'. Shim as required using concealed shims.
B. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind
nailing. Scribe and cut for accurate fit to other finished work.
C. Finish work shall be smooth, free from abrasion, tool marks, raised grain grade markings or
similar defeds on exposed surfaces.
D. Cut work to fit unless specified to be shop-fabricated or shop cut to exad size. Where
woodwork abuts other finished work, scribe and cut for accurate lit. Before making cutouts, drill
pilot holes at corners.
E.
Distribute defeds allowed in the quality grade specified to the best overall advantage when
installing job assembled work. Install work in accord with approved shop drawings.
F.
Touch up mill finished items, including refinishing necessitated by job fitting or attaching and
repair of scratches and similar damages. Touch up repairs shall be indiscemible in the finished
work.
CLEANING AND PROTECTION
A.
Proted finished and prefinished surfaces from work of ather trades.
B.
Prior to Date of Substantial Completion, examine work for domages. Repair or replace such
damaged work to original condition.
c.
Clean wood, metal and accessory items using a neutral cleaner. Check and correct operating
mechanism for proper opera1ion. Adjust and lubricate hinges, catches and other operating
hardware.
END OF SECTION 06410
aTY OF MIAMI BEACH
SCOTT RAKOW YOUTH ~MTER
06410-6
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PARTI
1.01
A.
B.
1.02
A.
B.
C.
D.
- E.
1.03
A.
B
1.04
A.
B.
1.05
A.
~
SEmON omo
FlUID APPUm WATERPROOFING
GENERAL
SECTION INCLUDES
Fluid applied waterproofing opplied to non-traHic, protected surfaces such os exterior side of
elevotor pit walls.
Protection board.
RELATED SECTIONS
Cost-In-Place Concrete - Section 03300.
Unit Masonry - Section 04200.
Portland Cement Plaster And Stucco - Section 09220.
Tile - Section 09300.
Floor Drains - Division 15.
SUBMITTALS
Submit on affidavit from manufacturer approving opplicator prior to installation. Applicator
sholl provide evidence of satisfactory application of the system specified.
Submit material product data and application manual from manufacturer, which describes
completely the preparation of surfaces and application of specified materials.
ENVIRONMENTAL REQUIREMENTS
Surface temperature not higher than 110 degrees F. and not lower thon 40 degrees F. during
the application.
Weather shall be clear with no rain during application or anticipated within 12 hours.
WARRANTY
Furnish Owner warranty covering watertight integrity of waterproofing for 0 period of five years
from dote of final acceptance. Warranty shall provide for prompt repair of leaks and ruptures,
blisters and other imperfections at no additional cost to Owner.
B.
Warranty sholl be signed jointly by Contractor and Waterproofing Applicator.
OTY OF MIAMI BEACH
SCOTT RAKOW YOUTH qNTER
07120-1
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PART2 PRODUCTS
2.01 FLUID APPLIED WATERPROOFING
A One component moisture curing or two component urethane type waterproofing suitable for
covered non-traffic locations.
B. Acceptable Manufacturers And Brands
1. Anti-Hydro Waterproofing Co., 265-277 Badger Ave., Newark, NJ, 07108: A-H
Seamless Membrane, one part formulation.
2. 3M Compony, 3M Center 223-6 NE, SI. Paul MN, 55144: Scotch-Clad Deck Coating
System M.
3. Sonneborn Building Products Division Contech Inc., 7711 Computer Avenue,
Minneapolis, MN, 55435: Hydradde Uquid Membrane 5000.
4. Mameco Intemational, Inc., 4475 East 175 Street Cleveland, Ohio 44128-3599:
Vulkem 201 .
2.02 PRIMER
r 2.03
A
2.04
A
2.05
A
2.06
A
A As recommended by waterproofing manufacturer for each type of surface encountered if and as
needed.
PROTECTION BOARD
1/8 inch thick asphalt composition board 'Sealtight Protection Course' by W. R. Meadows or
"T ex-Mastic Backerboard' by 1. & P. Petroleum Products, Inc.
JOINT FILLER
Round elastomeric foom cord of type recommended by waterproofing manufacturer.
SEAlANT
As recommended by waterproofing manufacturer for compatibility with waterproofing system.
ACCESSORY MATERIALS
Provide 1/16-inch thick elastomeric sheet material, adhesives, or trowel grade urethane
waterproofing, woven uncoated fiberglass mesh f10shing reinforcement, thinners and application
equipment necessary to complete work of this section as recommended by the membrane
manufacturer.
PART3 EXECUTION
,,--.
3.01 CONDITION OF SURFACES
A Concrete horizontal surfaces shall be !rowel finished without sharp ridges, projections, voids and
concrete or mortar droppings.
aTY OF MIAMI BEACH
scon RAKOW YOUTH CENTER
07120-2
,........
B. Concrete vertical surfaces shall be smooth formed without sharp ridges, projedions, voids and
concrete or mortar droppings.
C. Concrete surfaces to receive waterproofing shall be water cured or cured with silicate type
chemical curing compound compatible with waterproofing. Resin or wax type curing compound
sholl not be used.
D. Surfaces to receive waterproofing shall be dry and acceptable to waterproofing applicator.
Application of waterproofing will be considered as acceptance of surfaces to receive
waterproofing.
3.02 PREPARATION OF SURFACES
A. After concrete substrate has cured 14 days with a maximum of 8% moisture content, have
projedions, voids, concrete and mortar droppings corrected, then thoroughly clean surfaces
immediately prior to installation of waterproofing using compressed air, vacuum or other
methods.
B. Remove oil, grease, form oils and resin type curing compounds with a commercial grade
alkaline cleaner or solvent; thoroughly rinse and dry.'
C. Concrete surface sholl be dry and pass 0 four,hour rubber mot test with no condensation prior
to application of waterproofing system. Test will not be required on vertical walls open on both
sides.
3.03 PREPARATION OF JOINTS, CRACKS AND DEPRESSIONS
A. Clean expansion, control and construction joints by cutting bock a minimum of 1 inch. Install
foam joint backing rod compressed 50 percent providing 0 channel below level of slob of depth
equal to 112 width and with 112 inch depth maximum. Fill joint to surface leve: with sealant,
apply bond breaker, and cover with non-flowing type waterproofing or preformed neoprene or
urethane sheet to a width of 3 inches on each side of joint os hereinafter specified.
B. Rout or sawcut crocks exceeding 1/16 inch in width and fill with sealant. Treat cracks by
cleaning thoroughly and applying 60 mils of waterproofing extending 3 inches from each side of
crock.
C. Prepare concrete substrates by filling voids, holes and depressions with epoxy grout or acrylic
bonding agent and cement-sand grout os recommended by waterproofing manufadu.er.
D. IU horizontal, vertical and comer exponsion joints, provide joint filler and sealant application
compatible with waterproofing system. Bridge joints using preformed neoprene or urethane
membrane or with 60 mil coating of fiberglass mesh reinforced waterproofing or strip of
neoprene sheet os standard with manufacturer, applied over bond breaker on expansion joint.
Extend waterproofing 0 minimum of 6 inches from each side of joint, adhered to deck and
vertical surfaces.
,........
CI1Y OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
07120-3
r".
3.04
3.05
~
E.
F.
G.
H.
I.
.-- J.
PREPARATION OF VERTiCAl PROTRUSIONS AND DRAINS
A
Clean exposed metal surfaces such as pipes, sleeves, drains, bases and dum by removing
point, rust, scale or any foreign matter.
B.
Metal preporation and priming shall be in accord with manufacturer's recommendations and, if
required prime coot metal surfaces a maximum of 8 hours prior to membrane application with
waterproofing manufacturer's metal primer.
c.
Apply a 60 mil waterproofing coating to entire surface, extending waterproofing up to battom of
sealant in top surfaces of deck areas and extend membrane out on or up vertical surfaces 4
inches on projections.
D.
Extend waterproofing over flanges of drains without sealing weep holes.
WATERPROOFING APPLICATION
A.
For two-component type waterproofing, mix materials in strict accord with manufacturer's
published instructions without incorporating air bubbles; do not thin or dilute mixture. Conform
to recommended 'Pot-life' requirements.
B.
For single component type waterproofing, use as fumished without dilution.
c.
Apply waterproofing uniformly on surfaces to produce 60 mils (Dry Film) thickness using a
trowel, calibrated notched squeegee or airless spray equipment approved by manufacturer. 60-
mil thickness is exclusive of previously applied waterproofing materials at cracks and joints.
D. Apply non-flowing type waterproofing material wherever a vertical surface exists, forming a
continuous flashing and a 112-inch x II2-inch triangulor cant, or other size recommended by
waterproofing manufocturer. Extend waterproofing 4 inches up vertically unless otherwise indi-
cated.
Apply waterproofing under exterior quarry tile, paver tile or concrete toppings above first floor.
Apply waterproofing material under interior ceramic tile in shower stalls. Extend waterproofing
up curbs and up stall walls to 4 inches above rough curb top.
N waterproofed basement floors, apply waterproofing on top of exterior wall foundations,
interior column and wall foundations, mat type foundations and working slabs.
Apply waterproofing on exterior of waterproofed below grade walls. Extend waterproofing up to
within 4 inches of finished grade.
Apply waterproofing to walls on earth side of room walls retaining earth fill. Extend
waterproofing from foundation up to underside of floor resting on earth fill.
Apply waterproofing on exterior of elevator pit walls and escalator pit walls from top of
foundation up to finished floor on fill.
OTY OF MIAMI BEACH
scon RAKOW YOUTH l;ENTER
07120-4
."'"'
K.
Apply waterproofing on exterior of below grode basement walls from top of foundafion up to
within 4 inches of finish exterior grode.
L In planting bins, apply waterproofing on interior bottoms and on interior sides from bottom to
within 2 inches of planfing soil line.
M. Extend waterproofing material 6 inches minimum out on top of foundations.
N. At below grade pipe and conduit penetrations. extend membrane out on pipes and conduits 6
inches minimum to seal penetrations watertight.
3.06 TESTING
A Do not flood test waterproofing sooner than 36 hours following completion of application. Plug
drains and place barriers to contain water. Flood test each deck and shower stall for a period of
48 hours minimum using a minimum of 2 inches of standing water.
3.07 PATCHING
A
Repair leaks which develop and retest. Patch voids, bubbles, depressions, imperfections ortears
in strict accord with manufacturers published recommendations.
3.08
APPLICATION OF PROTECTION BOARD
-,
A. Apply no protection board to waterproofing until successful testing has been completed.
B. Apply protection boord to horizontal surfaces and vertical surfaces of waterproofing. Adhere
with spots of waterproofing.
END OF SECTION 07120
~ I ,092900
r-
01Y OF MIAMI BEACH
SCOTT RAKOW YOUTH qNTER
07120-5
/"""'
PARTl
1.01
SEmON 09390
CEMENT BONDED PARTICLE BOARD
GENERAL
SUMMARY
A Work of this section includes foctory fabricoted, cement- bonded particle board for
interior applications.
1.02 SUBMITTAlS
1.03
1.04
~
A Shop drawings: Indicate system components and construction, sizes, joints and
configurations. Show relationship to adjacent construction, including methods of
attachment. Indicate fastener and anchorage types and .pacings and joint and joint
treatment methods.
B. Product data: Submit for fiber reinforced cement ponels, components and accessory
products, inck.ding test dato for specified characteristics. Indicate fabricator's
acceptance Qf accessory products.
A
Product certification: Submit manufacturer's certificate slaling Ihat product meets specified
requirements ond thai each unit is free of asbestos.
B.
Samples:
1. Submit one 2' -0' long sample of each type of cement bonded particle board unit,
sizes indicoted for actuol installation, for Architect's approval.
2. Submit one sample of each type of trim piece indicated, for Architect's approval.
3. Indicate quality of construction and finish proposed for each sample submittal.
DELIVERY, STORAGE AND HANDLING
A
Package, transport and handle prefabricated components to prevent stress, strain or
damage. Reject components that exhibit structurel or aesthetic defeds.
B.
Deliver components only oft6r building is enclosed. Store in dry areas.
PROJEO SITE CONDITIONS:
A
Ventilation:
1 . Provide ventilation during and following adhesive and joint treatment
applications.
2. Use temporary air circulators in enclosed arees locking naturel ventilation.
3. Under slow drying conditions, allow additional drying time between coats of
joint treatment.
4. Proted installed materials from drafts during hot, dry weather.
OTY OF MIAMI BEACH
SCOTT RAKOW YOtITH CENTER
09390 . 1
,-
1.05 QUALITY ASSURANCE
A Applicable standards; standards for American Society for T esling and Materials
(ASTM) as referenced herein.
B. Manufacturer's qualifications:
1 . Manufadurer shall provide a technical representative at job site to advise
installer of proper procedures and precautions for the use of materials.
2. Manufadurer shall have a minimum of three years experience producing
material for projeds of similar size and scope.
1.06 WARRANTY
A Warrant cement bonded particle board not to crack, spall or degrade for a period
of five years from date of Substantial Completion.
PART 2
P~ODUCTS
2.01
FIBER REINFORCED CEMENT PANELS:
A. Acceptable produd: Allied Building Produds Corp., Viroc.
---
B. Charaderistics:
1 . Type: Cement bonded particle board composed of wood particles and Portland
cement.
a. Noncombustible when tested in accord
b. 0 flame spread and 0 smoke development when tested in accord with
ASTM EB4-97a.
c. Impad resistant of 0.40 Ft.!lbs/inch of Notch when tested in accord with
ASTM 0256-930.
d. Density: Minimum 81 Ibs. Per cubic for when tested in accord with ASTM
01037-960.
e. Rot and termite resistant.
2. Thickness: I" thick panels with beveled edges.
3. Panel size: 4'-0* wide by heights indicated on drawings.
2.02 ACCESSORY PRODUCTS:
A. Acceptable adhesives:
1. Glidden's LN-602 liquid Nail
2. Surebond 440
3. Gold Bond MC Adhesive
,..-
an OF MIAMI BEAct
SCOTT RAKOW YOUTH CENTER
09390 . 2
-
PART 3
EXECUTION
3.01 Pre-installation conference:
A. Prior to beginning work, a pre-installation conference will be held to review work to
be accomplished.
1 . Contractor, installer and all substrate subcontractors shall be present.
2. Contractor shall notify Architect at least three days prior to time for conference.
3. Contractor shall record minutes of meeting and distribute to attending parties.
3.02 EXAMINATION
A. Field verify dimensions and conditions prior to fabrication of components.
B. Examine areas and conditions where units are to be installed. Correct unsatisfactory
conditions prior to installation.
3.03 INSTAlLATION
A. Install panels in accord with panel manufacturer's product data.
B. Fasten panels to gypsum board system walls with adhesive. Provide 100% coverage
of adhesive to appropriate face of panel.
r-
C. Joints: Joints between panels shall be 1/16" wide. Caulk joints with acrylic sealant
specified in Sealants and Caulking section.
3.04 FINISHING:
A. Finish panels as specified in Painting section.
END OF SECTION
A- I: 092900
r-
an OF MIAMI BEAOI
SCOTT RAKOW YOUTH CENTER
09390 - 3
.--'
SEmON 15090
SUPPORTS, ANOlORS, AND SEALS
PART 1
GENERAL
1.01 SUMMARY
A. Related Sections:
1. 15410 . Piping (Plumbing).
1.02REFERENCES
A. Pipe Supports: ANSI B31.1, Power Piping.
1.03SUBMITTAlS
A.
Submit property identilied manulacturer's literature belore starting work.
PART 2
PRODUCTS
.r-
2.01 MATERiAlS
A. Inserts:
1. Malleable iron case 01 galvanized steel shell expander plug lor threaded connection
with lateral adjustment, top slot lor reinlorcing rods, and lugs lor attaching to lorms.
2. Size insert to suit threaded hanger rods.
3. Wall Support:
a. Pipe Sizes to 3 Inches: Cost iron hook.
b. Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamps.
4. Vertical Support: Steel riser clomp.
5. Floor Support:
a. Pipe Sizes to 4 Inches and All Cold Pipe Sizes: Cost iron adjustable pipe saddle,
locknut nipple, floor flange and concrete pier to steel support.
b. Hot Pipe Sizes 6 Inches and Over: Adjustable cost iron roll and stand, steel screws
and concrete pier or steel support.
6. Provide copper plated supports lor copper piping or provide sheet lead pocking
between support and piping.
---
B.
Hanger Rods: Provide steel hanger rods, threaded both ends, threaded one end, or continuous
threaded.
an OF MIAMI BEAOl
SCOTT WOW YOUTH CENTER
15090-1
,.--
c.
Flashing:
1 . Steel flashing: 26 gage stainless steel.
2. Safes: 5 pounds per square foot sheet lead or 8 mil thick neoprene.
3. Caps: Stainless steel, 22 gage minimum except 16 gage at fire resistant structures.
D. Sleeves:
1 . Pipe Through Floors: Form from 18 gage galvanized sheet metal.
2. Pipes Through Beams, Walls, Fireproofing, Footings, Potentially Wet Floor: Form from
steel plate or 18 gage galvanized sheet metal.
3. Size large enough to allow for movement due to expansion.
PART 3
EXECUTION
3.01 INSPECTION
A. Do not proceed with the work of this section until conditions detrimental to the proper and
timely completion of the work hove been corrected in an acceptable manner.
3.02 INSTALLATION
,r--
A.
Inserts:
1. Use inserts for suspending hangers from reinforced concrete slabs and sides of
reinforced concrete beams wherever practicable.
2. Where concrete slabs form finished ceiling, furnish inserts flush with slab surface.
B. Supports:
1 . Support CPVC and polypropylene according to manufacturer's requirements.
2. Support riser piping independently of connected horizontal piping where practical.
C. Priming: Prime coat exposed steel (not galvanized) supports.
D. Flashing: Flash and counterflash where mechanical equipment passes through weather or
waterproofed walls, floors, and roofs.
E. Sleeves: Where piping passes through floor, ceiling, or wall, close spoce between pipe or duct
and construction with noncombustible insulation. Provide tight fitting metal caps on both sides
and caulk.
END OF SECTION
,..1: 092900
-
an OF MIAMI BEAOI
SCOTT WOW YOUTH CENTER
15090-2
, 'C I T Y 0 F M I A M I B E A C H
1700 COMIENTlON CENTER DRIVE. MIAMI BEACH. FLORIDA 33138
http:\Ici._.ft.us
~.
PROCUREMENT DIVISION
Telephone (306'173-7.80
F_lmlle (305) 17:1-7851
~_NO.l!IJMlI
.ADD~2
October 4, 2000
Scott Rakow Youth Center is amended as follows:
I. A _.....tlOfOry Site Visit is scheduled for Oc:teber 11, 28IIat 10;00 A.M. at tbe Swtt
Rakow Youth Center located at 2700 Sheridan Avenue, Miami Bead!. Florida.
II. The iISt day for receipt of questions for this bid is 5:80 P.M. .. October 18, 2880.
r
III. The Bid Opening date is changed from October 19,2000 to November I, 2000 at 3:00
P.M.
Inasmuch as this change does not affect the bid document, and no changes have been made to
subject bid, bidders are not required to acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
~~
Gus Lopez, CPPO
Procurement Director
GL:JE:al
,--
'.
,C1TY OF MIAMI BEACH
'1700 CONVENTION CENTER DRIVE. MIAMI BEACH. FlORI~ 33138
hIIp:\'d.m.....l-be.ch.ft...
PROCUREMENT DIVISION
TI.I,"- (3GI) 173-7410
F_" (301) 17),7111
INVITATION TO BID NO. ...."..
ADDENDUM NO.1
September:n, ~
Scott Rakow Yoatb Center is amended as follows:
I. The Pre-Bid Conference is changed from September 22, 2000 to October 2. 2000 at
12:00 A.M. in the First Floor Conference Room at City of Miami Beach City Hall, 1700
Convention Center Drive, Miami Beach, Florida.
II.
The Bid Opening date is changed from October 13, 2000 to October 19, 2000 at 3:00
P.M.
r-
Inasmuch as this change does not affect the bid document, and no changes have been made to
subject bid, bidders are not required tu acknowledge this addendum to be deemed responsive.
CITY OF MIAMI BEACH
r~
. Gus Lopez, CPPO
i Procurement Director
; je
,,--..
--
SEcnON 00430
SUBCONTRACTOR UST
PROJECT:
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
BIDDER'S NAME: International Bulld....-Latln America
A. This form shall be considered an integral part of the Bid Form.
B. List only one name on a line. except where listed wor1< will be performed by more than one
subcontractor. PRINT FULL NAMES LEGIBLY.
TYPE Of WORK
NAME OF SUBCONTRAOR
Demolitions. Removals. and Relocations
Wildcat Demolition
Site Clearing
Acosta Tractors
Dewatering
Acosta Tractors
Earthwor1<
Acosta T~
/""'
Earthwor1< For Buildings
Acosta Tractors
Acosta Tractors
Excavating. Backfilling and
Compacting for Utilities
Piles
SFI.lnc.
Concrete Sidewalks
Acosta Tractors
Acosta Tractors
Acosta Tractors
Acosta Tractors
Gardeners
Water Distribution
Storm Drainage System
Sanitary Sewage System
Irrigation
TYPE Of WORK
NAME Of SUBCONTRACTOR
Landscaping
Concrete Wor1<
Gardeners
International Builders
International Builders
Concrete Formwork
,--.
CITY Of MIAMI BEACH
SCOTT RAKOW YOUTH CEHTER
00430-1
,-- Concrete Unit Masonry International Builders
Metal Fabrications Steel Fabricators. Inc.
Rough Carpentry Intemational Builders
Steel Joists Steel Fabricators. Inc.
Cabinetworl< US Jure COlD.
Membrane Waterproofing Pioneer Roofino
Vapor Retarder Pioneer Roofina
Building Insulation Tailered Foam
Firestopping Tailered Foam
Modified Bitumen Pioneer Roofino
Roofing System Pioneer Roofino
Concrete Deck Sealer Intemational Builders
Flashing and Sheet Metal Pioneer Roofina
,--. Joint Sealers Intemational Builders
Metal Doors Fire Door
Access Doors Builders Scecialties
Overhead Coiling Doors Builders Soeciallies
Aluminum Doors & Frames Hi -Tee
Exchange Windows Hi-Tee
Finish Hardware Mardale of America
TYPE OF WORK NAME OF SUBCONTRACTOR
Glazing Hi-Tee
Furring and Lathing International Builders
Portland Cement Plaster and Stucco Miami Stucco Machine
r-
CITY OF MIAMI BEACH
SCOTT RAKOW YOUTH CENTER
lJOoC3O.2
,-.
Gypsum Board System
Ceramic Tile
Rubber Flooring
Painting
Epoxy Wall Coating
Solid Phenolic Partitions
Metal Wall Louvers
Identifying Devices
Fire Extinguishers
Removable Storm Panels
Ice Skating Rink Equipment
Toilet Accessories
Elevator
HVAC Work
Plumbing Work
Electrical Work
NAME OF GENERAL CONTRACTOR'S
SUPERINTENDENT:
Authorized Representative
END OF SECTION 00430
/""' CITY OF MIAMI BEACH
aeon RAKOW YOUTH CENTER
CaDmanv EnterDrises
Acusti Ena.
CrvstaDIeX
Intemational Builders
Intemational Builders
Mardale of America
Builders Soecialties
Builders Soecialties
Guardian Fire EauiD.
Hi - Tee
Roth Mar. Inc.
Mardale of America
Schiendler Elevator
Sea Air Mechanical
Tasca Plumbino
A Plus Electric
William Gallant
International Builders-Latin America. Inc.
Company
Martin Rodriauez
Vice President
TItle
12/18100
Date
00430-3
~
TRENOl SAFETY ACT COMPUANCE STATEMENT
Prajed Name:
CITY OF MIAMI BEACH - SCOTT mow YOUTH CENTER
lOlIIIian:
CITY OF MIAMI BEACH, FLORIDA
Inslnldians:
Chapter 90-96 of the laws of Florida requires all Contractors engaged by
Int'l Bui lders La ti n I\.meri~comply with Occupational Safety and Health Administration Standard
29 C.F.R.s 1926.650 Subpart P. All prospective Contactors are required to sign the complionce
statement and provide compliance cost infonnation where indicated below. The costs for complying
with the Trench Safety Act must be incorporated into this project's base bid as shown on page 1 of this
document.
I
Certify this form in the presence of a notary public or other officer authorized to administer oaths.
Cellifimtion:
1.
I understand that Chapter 90-96 of the laws of Florida (The Trench Safety Act)
requires me to comply with OSHA Standard 29 C.F.R.s 1926.650 Subpart P. I
will comply with Trench Safety Act, and I will design and provide trench safety
systems at all trench excavations in excess of five feet in depth for this project.
The estimated cost impOS~liance with The Trench Sofety Act will be:
~ldtll -nl-......;)\) EUI~ Dollars S 1.;1(10.-
(written)
The amount listed above has been included in the Base Bid of the Proposal
Form.
2.
3.
Certified:International Builders Latin I\.merica
(Company-Controclor)
By:
ando J. Ville as
sent's Signature)
Notarization Sworn to and subscribed before me in !"n;QrYI;.J:Ddc.., Florida on the J.&.
day of D" c... ,2000. ./1
Notary Public: a 41. ~''''''':I (affix seal)
My Commission Expires:
..al.LJ..lao'"")\
--
END OF SECTION _1
aTY OF MIAMI 1EA0l
scan RAKOW YOUTH CENTER
00821-2
.-
SECTION 40
FORM OF PROPOSAL
40.0 PROPOSAL
TO: f'... ~ (') E....JU I "'" t>~"
\("0 l'-.}"~\..w ~.~"""-
DATE:~
Gendemen:
The undersigned, as Bidder, bereby decllres that be is BCqUainted ~ thesite of the CODSlI'IIction as shown on the plans
and bas fully acquainted himself with the work to be done; that be bas thoroughly examined the specifications and all
contract documents pertaining thereto; and bas read any anellor all addenda issued prior to the opening of the bids.
The bidder proposes and agrees, if this proposal is ac:c:epted. to furnisb all necessary materials, tools, constrUction
equipment, transportation, and labor to complete the CODStIUction as shown, detailed, and described in the specifications
and on the drawings.
~
It is understood by the Bidder that no additional compensation sball be allowed for extra work unless authorized in
writing by the Owner. .
The Bidder agreeS that, if awarded the Contract, be will sign the Contract Documents within thirty (30) calendar days
of the award of the bid, ~ ~ill commence the work on the date stated in the notice to proceed, and that be will
complete the work within calendar days, thereafter.
The Bidder is licensed as a Contractor to perform the work or services contemplated by this bid and bolds License No.
CGC 0 0 8 2 4 L;ssued by~ Florida, or in the alternative, is qualified by examination of reciprocity to be so licensed
to do this work.
BIDDER:
International Build:?rs Latin America
ADDRESS:
4143
Su'te 0 Miami, FL 33155
BY:
TITLE:
V.P. of Operations
-
r--
scon RAKOW YOl111l CENTER
40-1
..--'
BID No. 138-99100
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 1 OF 7
PROPOSAL OF
.:t:..n~"'''\\~~ ~\')\'-'\:>6~":> ~\"4 A.~'l....A
(Name)
~\...~ tOw. i 4-c:.T L c;. u \'T\,7 '1:> \-\\IA. l fL ,S3t $"",
(Aadress)
(FOR)
Constructing the improvements designated and described in the attached Notice to Contractors, and
which said Improvements are designated as the SCOTT RAKOW YOUTH CENTER and more
particularly set forth herein.
,--
SUBMITIED I ~ II~
.
!r "Z.c:Do
TO MAYOR AND CITY COMMISSION OF MIAMI BEACH, FLORIDA:
We the undersigned, hereby declare that no person or persons, firm or corporation other than the
undersigned, are interested in this Proposal, as principals, and that this Proposal is made without
collusion with any person, firm or corporation, and we have carefully and to our full satisfaction
examined the attached Notice to Contractors, General Provisions, Specifications for Materials and
Construction Methods, Supplementary Conditions, and form of Contract and Bond, together with
the accompanying Plans, and that we have made a full el<amination of the location of the proposed
Work and the sources of supply and materials, and we hereby agree to furnish all implements,
machinery, equipment, transportation, tools, materials, supplies, labor, and other things necessary
to the prosecution and completion of the work, fully understanding that the quantities shown in the
Notice to Contractors and Proposal are approximate only, and that we will fully complete all
I'e<""!SlIry work in accordance with the Plans and the attached Specifications, and the requirements \
under them of the Engineer within the time limit specified in this Proposal for the following unit
prices to-wit:
r
BID NO: 138-99/00
DATE: 1217/00 (AMENDED)
CITY OF MIAMI BEACH
4
BID No. 138-99100
BID PROPOSAL FOR
~
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 2 OF 7
This bid shall include costs for furnishing to the City all material, equipment, and supplies and for
all cost incurred in completing the work, including installation of all materials, equipment, and
supplies furnished, complete in place and ready for continued service, including all tie-in work and
testing, all other labor, permit fees, taxes, insurance, miscellaneous costs, overhead and profit.
The Contractor shall be Substantially Completed with the Work within three-hundred-thirty-
five (335) calendar days after the date when the Contract Time commences to run as provided in
paragraph 2.3 of the General Conditions, and completed and ready (or fmal payment within
three-hundred-silty-five (365) calendar days after the date when the Contract Time commences
to run.
;1, I c;'S, ~ ClQ')... -
Total Base Bid: S
Contingency Fee: ^ or; g i/"Y>) -
(10% o( the ahove Total Base Bid) $
--- l .
-- -
Grand Total Base Bid: $ "'Z. (~~ I 7tJo.
_1'...vc:) UL u -'l ^ ~ 1C..\G. ~ \-\r ....~9.1;!) \::;,~~ EVL:> .$dJ~ U~
Written Amount -
Grand Total Base Bid:
(Without the Prevailing Wage Rates)
(For In(ormation Purposes ONLY)
$ z..l ~ ~Ot "700
4......0> '}AI \A..I D~
~\c.~ ijo-~~""\"",-""'t{ ~w t\\.a.Jl'~
Written Amount
r-
BID NO: 138-99/00
DATE: I1n/OO (AMENDED)
CITY OF MIAMI BEACH
5
--
BID No. 138-99100
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 3 OF 7
ALTERNATES:
We submit the following alternate price described in Section 01030, for addition to the Lump
Sum Bid, if and as accepted by the Owner.
Add Alternate ##1 - Provide Phasing Plan in lieu ofno phasing plan.
(It is the City's intent to minimize the interruption of services, of the ice rink activities, pool
activities and the use of the adjacent restrooms and locker rooms. Based on this, all bidders must
submit a creative and comprehensive phasing plan for the construction of this project as
documentation to support this Add AlternateBid Price. Bidders shall take into consideration the same
factors addressed in Addendum No.3 (para VII) dated October 27, 2000, except for the
"additional ,ost to the City of Miami Beach")
ADD:
$-1 ~, Oc:JCJ . -
r\ A"~e.....\ \~~~ 1 (Pel Ii o~
Written Amount
r
Add Alternate ##2 - Provide Outdoor Athletic Rubber Floor (Mondo Sport Flex) in existing
Covered Play Area (Room 133).
-
ADD: $ I Z-cJO.
..1
S~vW ~~ ' tllllo
Written Amount
".-
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
6
,-.
BID No. 138-99100
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE40F 7
Add Alternate ##3 - Provide Painted Steel in lieu of Aluminum at Decorative Fins and Panels
along the northeast exterior facade of the new ice rink.
~:
~
$
-zJ:J,000..-
lWI,o..."'\l
~,'~ C( ~
Written Amount
Add Alternate #14 - Provide landscaping as specified on Sheet LA-I.
(Unit pricing must be provided in sccordance with Addendum No.3
Unit Cost Breakdown for "Landscaping")
ADD:
$ 2."S'", 100.-
\\o.)~\\ ~,,~ ~!o~ C)~G ~~~ C, ~o-
Written Amount
Grand Total Bid:
(Grand Total Base Bid and 4 Add Alternates) $~ ~, ~.--
....::r~ \!.l"4-- \ IP'~" ~~ II. ~ '~\I/L-t.-. "- ~
Written Amount
r-
BID NO: 138-99/00
DATE: 1217/00 (AMENDED)
CITY OF MIAMI BEACH
7
BID No. 138-99100
OID PROPOSAL FOR
,...
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 5 OF 7
ADDENDUM ACKNOWLEDGMENT
ADDENDUM
No. ~
No.~
No. V
DATED
SIGNATURE
~
~c>
~O
Bidder accepts all of the terms and conditions of the Bidding Documents, including without
limitation those dealing with the disposition of the Proposal Guaranty.
In submitting this Proposal, Bidder makes all representations required by the Instructions to Bidders
and further warrants and represents that:
r-
a.
Bidder has examined copies of all the Bidding Documents, the Notice to Contractors, the
Proposal Requirements and Conditions, and the following Addenda (receipt of all which is
hereby acknowledged):
b. Bidder has familiarized itself with the nature and extent of the Contract Documents, Work
Site, Loca1ity, and all Local Conditions and Laws and Regulations that in any manner may
affect cost, progress, performance, or furnishing of the Work.
c. Bidder has studied carefully all reports and drawings of subsurface conditions and drawings
of physical conditions which are identified in the Supplementary Conditions as provided in
Paragraph 4.2 of the General Conditions, and accepts the determination set forth in Paragraph
SC-4.2 of the Supplementary Conditions of the extent of the technical data contained in such
reports and drawings upon which Bidder is entitled to rely.
d.
Bidder has obtained and carefully studied (or assumes responsibility for obtaining and
carefully studying) all such el<aminarions, investigations, explorations, tests and studies (in
addition to or to supplement those referred to in (b) above) which pertain to the subsurface
or physical conditions at the site or otherwise may affect the cost, progress, performance or
furnishing of the Work at the Contract Price, within the Contract Time and in accordance
with the other terms and conditions of the Contract Documents,..including specifically the
provisions of Paragraph 4.2 of the General Conditions; and no additional el<aminAtions,
investigations, explorations, tests, reports or similar information or data are or will be
required by Bidder for such purposes.
~
BID NO: 138-99/00
DATE: IV7/OO(AMENDED)
CITY OF MIAMI BEACH
8
-.
BID No. 138-99/00
BID PROPOSAL FOR
SCOTT RAKOW YOUTH CENTER
PROPOSAL PAGE 6 OF 7
e. Bidder has reviewed and checked all information and data shown or indicated in the Contract
Documents with respect to existing Underground Facilities at or contiguous to the site and
assumes responsibility for the accurate location of said Underground Facilities. No
additional examinations, investigations, explorations, tests, reports or similar information or
data in respect of said Underground Facilities are or will be required by Bidder in order to
perform and furnish the Work at the Contract Price, within the Contract Time and in
accordance with the other terms and conditions of the Contract Documents, including
specifically the provisions of Paragraph 4.3 of the General Conditions.
f. Bidder has correlated the results of all such observations, el<lIminations, investigations,
explorations, tests, reports and studies with the terms and conditions of the Contract
Documents.
g.
Bidder has given the City written notice of all conflicts, errors or discrepancies that it has
discovered in the Contract Documents and the written resolution thereof by City is
acceptable to Bidder.
~.
FIRM'SNAME(P"'t"_~~_ \......:> ~""
SIGNATURE: ~_
TITLElPRINTED NAME: _VI"': ?'U6~ ~~..) ~vt:)"2..
ADDRESS:~\bc-~ ~ 71r-t!:\" \',!.^" ~L 33l S"",
TELEPHONE NUMBE~~Z. '-0' oc. (.0 FAX:(30<) ~"O. ClC)'2..~
r
BID NO: 138-99/00
DATE: 12n/OO (AMENDED)
CITY OF MIAMI BEACH
9
,-
PROPOSAl, PAGE 7 OF 7
The undersigned further agrees to perform all necrssary "Extra Workw, as provided for in the
General and Supplementary Provisions and to execute the attached Contract within five (5) calendar
days after the date on which the Notice of Award has been given. The undersigned further lIgre/:S
to commence work under this Contract within seven (7) days following the date indicated on the
Notice to Proceed by the City and to Substantially Complete the Work and to fully and Finally
Complete the Work with the Contract Time period as stipulated in the Agreement. The undersigned
further agrees to pay as liquidated damages for each consecutive calendar day that passes after the
Contract Substantial Completion date that the Work is not substantially completed, and for each
consecutive calendar day that passes after the Contract Final Completion date that the Work is not
completed and ready for fina1 payment, the amounts of liquidated damages being as stipulated in the
Agreement. The undersigned further agrees to furnish sufficient and satisfactory bond in the sum
of not less than (100%) one-hundred percent of the contract price of the work.
The undersigned further agrees to bear full cost of maintaining all work until the fina1 acceptance,
as provided in the General Provisions.
Accompanying this Proposal is a Bid Bond made payable to the City of Miami Beach, Florida
in the sum of
,'-
\\~
J cJ O. C)tlC) .
f
Bid Bond is to be forfeited as liquidated damages if, in case this Proposal is accepted, the
undersigned shall fail to execute the attached Contract under the conditions of this Proposal;
otherwise, said Bid Bond is to be returned e igned u e delivery of Satisfactory Bond.
t!. .
~~""
f..l~
f="", l~ ~
\
DoUars $
Signature & Title
i+-"" ~331))
;U..O . 0,",("'0
Address 4-\ Ir'3 5v.J
Telephone Number -C:!o €>
,-
BID NO: 138-99/00
DATE: 12n/OO(AMENDED)
CITY OF MIAMI BEACH
10
,--
Scott Rakow Youth Center Unit Cost Breakdown
DESCRIPTION
Site Work
I.
2.
3.
4.
5.
Asphalt
18" C.M.P. with 5' wide trench
12" Concrete Header Curb
Concrete (Sidewalk)
Cat Palm
Landse.Dinl!
.~
6. Cocoplum
7. Green Liriope
8. Varigated Liriope
9. Chinese Fan Palm
10. Tamarind
II. Pentos
12. Philodendron Selloum
13. Varigated Pittosporum
14. Royal Palm
15. DwarfScheftlera
16. Varigated Scheftlera
17. Silver trumpet Tree
18. Washington Robusta
19. Cardboard Palm
20. Planting Soil
21. Mulch
Irril!alion
22. Schedule 40 PVC main
23. Schedule 40 PVC Latera1
24. Solenoid Valve
25. Spray Head ISF
26. Spray Head l5H
27. SprayHead ISQ
Interior Construction
~
28. Folding Partition Doors
29. Protective Neting
30. Dasher Board
UNIT COST
S80.00 ffon.
S70.00 IL.F.
SI0.00 IL.F.
SI8.00 IL.F.
S 70.60 EA.
SS.80 'Gallon
S2.65 , Gallon
S2.65 , Gallon
S 130.OQ EA.
SI42.00 EA.
S2.65 , Gallon
SS.80 'Gallon
S6.lS 'Gallon
$430.00 EA.
S6.15 'Gallon
S7.25 , Gallon
SI50.00 EA.
SI75.00 EA.
S34.00 , Gallon
S34.00 ,c.Y.
S25.00 ,c. Y.
S2.7S 'L.F.
S1.50 'L.F.
S24S.00 EA.
SI2.00 EA.
SI2.00 EA.
SI2.00 EA.
S3.100 EA.
S200.00'L.F.
$400.00' L.F.
Page lof3
Scott Rakow Youth Center Unit Cost Breakdown
,,- 31. Exterior perforated Aluminum Panel SIO.OO I S.F.
32. Aluminum Fin S3S0.00 I EA
33. Suspended Acoustical Tile S3.00 IS.F.
34. Stucco Finish SIO.OO I SY
35. Ceramic tile $6.00 IS.F.
36. Linoleum $4.50 I S.F.
37. Carpet SI9.00/S.Y.
38. Mondo Sport Impact Flooring $10.951 S.F.
39. Hollow Metal Door $265.00 EA.
40. Aluminum Glass Door $400.00 EA.
41. Aluminum Storefront Glass $50.00 I S.F.
42. Windows $10.00 I S.F.
43. Roll Up Doors $2500.00 EA.
44. Painting SSO.OO S.F.
45. Roof Drain $300.00 EA.
46. Metal Mesh $8.00 S.F.
47. Concrete Piles $400.00 EA.
48. Serpentine Wall SI20.001 L.F.
49. HV AC Diffuser $~EA.
50. Exhaust fan 2000cfm $ q';,~A.
51. Exhaust fan 200 cfm $ 'Oc:l,aeA.
52. Exhaust fan 250 cfm $ II C),otf;A.
--- 53. Exhaust fan 8X8 RAR $ "ZZ.e?,~A.
54. Cold Floor Poly Pipe S 'l.c;c:J,"!::F.
Elec:tric:al
55. Smoke Detector $160.00 EA.
56. Duct Detector $450.00 EA.
57. Heat Detector S2S0.00 EA.
58. Pull Station $220.00 EA.
59. Strobe $200.00 EA.
60. Horn SI50.00 EA.
61. Duplex Recepticle SS5.00 EA.
62. Toggle Switch $60.00 EA.
63. Exit lights S220.00 EA.
64. Light Fixture type A $250.00 EA.
65. Light Fixture type B $220.00 EA.
66. Light Fixture Type C $200.00 EA
67. Light Fixture Type D S320.00 EA.
68. Light Fixture Type E SI70.00 EA.
69. Light Fixture Type EM S300.00 EA.
70. Light Fixture Type F SIS0.00 EA.
7l. Light Fixture Type G $230.00 EA.
--- 72. Light Fixture Type GE S2S0.00 EA
Page 2 00
Scott Rakow Youth Center Unit Cost Breakdown
~
73. Light Fixture type H
74. Light Fixture Type SA
75. Light Fixture Type SB
$320.00 EA.
$500.00 EA.
$500.00 EA.
Plumbinl!
76. 3" Floor Drain
77. Water Closets
78. Urinals
79. Lavatory
80. Stall Partitions
$125.00 EA.
$350.00 EA.
$450.00 EA.
$250.00 EA.
$50.00 / L.F.
~
,--
Page 3 of3
SCOTT RAKOW YOUTH CENTER
".....
CUSTOMER REFERENCE LISTING
Contractor's shall furnish the names, addresses, and telephone number of a minimum of four (4)
firms or government organizations for which the Contractor is currently furnishing or has
furnished, similar services to construct public ice rink and/or pool facilities within the pal;t five (5)
years.
I) Company Name Coastal Construction IUM Hecht Athletic Center
Address
790 NW 107 Avenue. Suite 308 Miami. FL 33172
Contact Person
Sean Mumhy
Telephone Number (305) 5594900
2) Company Name Clark Construction /Falls at Marina Bay
Address
3440 Hollvwood Blvd.. Suite 300 Miami. FL 33021
Contact Person
Eric C. Wilson
".....
Telephone Number (954) 981-4422
3) Company Name Booling Airforce Base Officers Club Renovations
Address
II CONS/LGCC 110 Luck Ave. Room # 200 Bolling
Airforce Base. WashiDlrton D.C.. 20332
Contact Person
Captain Dombrowski
Telephone Number (202) 767-8048
4) Company Name John F. Kennedy Center Concert Hall
Address
2700 F. Street. WashiDlrton. D.C. 20566
Contact Person
Bill Taylor Brad Font
Telephone Number (202) 416-7988 or (202) 416-7914
r-
BID NO: 138-99/00
DATE: 1012S100 (AMENDED)
CITY OF MIAMI BEACH
11
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INTERNATIONAL
BUILDERS
INCORPORATED
International Builders Latin America
FLORIDA PROJECTS:
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I COMPI.E1ION DATE I .
LOCAllON
OWNERORG.C.
CONTACT
PROJECT NAME
D.B.K CONCEPTS
19850Sqft 12905 S.W 129th AVE P~t S~llnc Ian Collen Jan-97
2 IIory building Kendal, Florida 6370 Menor Lane (306)662-1973
Precast elevated _tls,eMU and R~ South MImi, flOOd8 33143
c:arpontty
RMERA COUNTRY CLUB
8,700Sqft 1155 Blue RoacI Icon Construction Inc Rod"""" Mar...7
2s1o<y........ Coral Gables, FIorid8 (305) 735-9744
Cast In place eIev8ted slabs,eMU and RougIl
c:arpontty
GOLD KEY APARTMENTS
295,000 Sqft 9600 Pines BLVD Rom. Construction 1m: Bob $pens ~....-
11 three story buildings Perilroke Pines, Florida 3862 $herid8n Street GC out of bu8Mss
Cast in place elevated sIabs,eMU and ROl.91 HoItywood, FL 33021 .......,
-
FOREST PARK APARTMENTS
334,800 Sqft 2mS.08tdancIForestDrtve Roma Construction 1m: _ Reyes ~""76%
18 three story buikings Oaldand Pak, FIOOda 33162 3862 SheridM Street (964) 733-6163 GC out of business
Cast in pl80e eIev8ted s1abs,eMU and ROU(tl Hollywood, FL 33021 Afs-97
-
NORTH MlAMI BEACH CITY HALL
tt,8085qft 17011 N.E 19lh AVE A.N.F. Group,lnc. Angel Ga<da Aul>97
Slabon~, masonry N.Miarri Beach, Florida 6100 Hollywood BIvcIJ 206 (305) 364-7826
Cast In place etlwated 8Iabe HoIywood, A 33024
CITY OF NORTH MIAMI BEACH
CENTRAL OPERATIONS FACILITY
78,000 SqII 2080NE 160St A.N.F. Group, Inc. Angel G..aa
2 two storybuidi'lgS, 1 fuel Island, North Miami Beac:h, Florida 6100 HoIywood Blvd.' 206 (305) 354-7826 _7
Stock pile conlroI bulding and sideWalks. Hollywood, FI 33024
PIIng, grade beams, strul:UaI slabs
....--
_ccnaete
FLORIDA RAOtO RENTALS
22,000 SqI'l 2700 OIlVie Rd A.N.F. GrouP. Inc. ....-
Slab on grade, masonry Davie, Florida 6100 HoIywood Btvd.l 206 (954) 792-7568 NoY-97
Pre-stressecIroof8lab Hollywood, FI 33024
PARTS USA "
9,300SqI'l 730 N.W 54 5t Kennedy ContnctDn Inc. G<ogg- F_
StBbonlJ1ldeandspltfaoeblock Miami, FkWIda 10497ForestHilBlvd,SUIleG (305) <G4-1300
west Palm Beech, AoridlI
WlNN DIXIE CRESTHAVEN
112,OOO$qll 6356 Forest Hill Kennedy Contractors lnc. F_
FOU'ld8tIons,S.O.G, Green8aes,FIorida 10497 Forest'" Btvd, SUte G (561) 963-S646 Feb-98
Spltfac:ernalClfWy west Palm Beech, Florida
WlNN DtXIE RfVERWALK
98,000 SqII 1608 S.tedenII Hwy Kennedy Contradors Inc
FOW'ld8tiona.S.O.G, Boyton Beem, Florida 14Q7ForestHIIBlvd,&.lIIeG - Mar'"
SpIt-- west P8Im Be8ctl, AorIdlI (1561) 7$.7428
BEST WESTERN MOTEl
58,700 Sqft 1020 W.Sugartand Higway A.G.B C.pItIl Conatructlon w..F_
6s1orybktg,posttenllionlll8b8 CIewinston, Fl 55 Weston Rd (954)4904-48540IIII -
........ SuiIe 201
Ft~FL
US POST OFFICE ~l Branch
22,050 SqII NW 171h & 97 Ave AreI"no Construction
1s1ofybldg.C.M.U.oonst. Inn CofponIIe ParIt 7255 NW 19 St Ste B Jkn F_ ......
Concrete ~w* Memi,A MIMi, FI33126 (305) 436-0524
""
em OF NUB PUBUC SERVICES
48,000 -=I. fl Sa.b on ~ 17050NE 191hAve A.N.F. Group, ktc.
c.nI~F_ NoIttl Mami Beech, A 6100 HoIywood Blvd. 206 _F_ ......
2__ HoIywood, A 33024 (954) ......,.
---
---
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.
PRC.JECT ........ LOCAllON OWNEROR G.e. CONTACT COMPLEnON.tiAn
,!.)LARnN SQUARE W1NN DIXIE AND
IlL SHOPS """'_... Konover Construction Inc
..10 Sqft slab on grade DevieFI 700 W I-tIaboro BLVD BL.dg" .""" c....... Od-<lll
C.M.U. and Relnfon:ed CcIr1cRte s...101 (561) ....7-4482
'''''''woI """'""'......
LAKESIDE PROFESStoNAL CENTER
4BuildIngs7S000Sqft l8keside EdcuIlve Center Gulf Building Inc
C.M.U. and Reinton::ed Cona'eIe 2665_'" eoo Co<po<aIo Drive -- F.....
Roof....... - FtL8Uden:18Ie (954) 492-9191
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HUIlAIR
6B,OCIO'1q. ft. Slab on grade 590 s.wvrua Inn Co. ....N.F. Group,lnc.
Elevator Pits _,R 6100 HoIywood BIvd.t206 Jose Femendez ....-..
Tilt up panets Hollywood, FI 33024 (954) 553-5016
COURTYARD MARIOn OF CORAL SPRINGS
230,000 Sqft .11 atorys 620 I<NJ 9B Ave ....G.B CaplUl Construction
Hollow core. Cast in piece ConIISpringI,FI 55 Weston Rd WaineFerIer .......
--. Suite 201 (954) 494-4854
C.M.U. end ReinforcecI Concrete FtlaJden:laleFL
INTERCONTINENTAL PROFESSIONAL CENTER
6BuIdings 1625 N. Park Drtve A.N.F. Group, Inc.
72,000 sq. fl. SIeb on grade Weston. FI 6100 HoIywood BIvcI.-zoe _F_ May-"
C.M.U. and ReinforCed Conaete HoIywood, A 33024 (954) 55S-5016
MARLAGO VILLAGES
225,000 Sqft 2710 NW 135 Street Gulf Building Inc
15 two story residential apartments Ope lodta. Fl 3305A 600 COI'pOr8le Dri'lt! Bob McPhee Jul-99
Dumpster Area FtLlIUdeRIlIIe (954) 492.9191
GatebO and emen/tles .11
Sidew8lks
OCEAN WALK VILlAS
87,OOO$qft 590 ~sa..1nt'l Co. A.N.F. Group, Inc.
e two story townhomes Weston,FI 6100 HoIywood BIvcI.t206 Jose Fernandez Ja"""
......houaaand........... Hollywood. A 33024 (954) 553-5016
. TURA LAKES
150 Two Story Custom Single Family 21395NE30AVE Gulf Building Ine -- -..
Residences Aventu'a,Fl 600 Corporate Drtve (954) 492.9'91
Cast In place decks Fl Lauderdale, Fl .11
NORTH BAY VILLAGE "IN~TORAGE
7 Story 147,000 Sqft """" Bay "- Post SHlI Corp. GIan __ "'-00
Post tension Cast In place decks 1550 Kennedy C8useway 6358 Menor Lane (305)21~
C.M.-U. and Reinfon::ecI Concnte Miami, Fl3314' South Miami, Fl33143
SATURN Of SOUTH MIAMI
1 level, 32000 SqrI US1a1MertinRd Auto Builders Inc SklpFiM "'-00
Precast joist aystem 19250 S.ObOe How B358 Mano< Lane (561) 718-4939
C.M.U. and Reinforced Conaete Miami A South Miami, Fl33143
SHORE CLUB HOTEL
-- 1901Co11nsAve Mursten ConarvctiOn Inc CannoIo CUonoa Aug-Oll
Cutin place decks - MiarniBea:tt,Fl 10214 USA Tod8)' W.-y (3(?5) 525-3682
MiI'arrW, Fl 33025
THE FALLS . MARINA BAY
43{i,OOOSqft 2175 West Stale Road 7 Clar1l.Bulklers1nc .....- In ........
2 High RIMa, 14 two story apartments Ft. lauderdale, Fl 3440 HoIywood Blvd, SUlf! 300 (954) 981-M22
Club house end emenItiH HoItywood, Fl 33021
UNIVERSITY OF MIAMI. HECHT CENTER
20,000 Sqn UniversIty of Miami Coutal Construction Compeny .... - In ........
A.t:IIetic FadIty Hechl AIhIetic Center 7900N.W.1071hAWIf'IU8, SUIle308 (305) 559-4900
MIemi, Fl33172
GARDEN RIDGE STORES
70,000 Sqn Culler Ridge M8II Conatruetion Aapea Dave .-.on In ........
Concme CBS SIl'UcUe MI8mi,Fl 3265 G8teway Road (262) 509-3100
BrootfieId, '^" 53045
MUTINY HOTEL
Remodeling"'" UnIla 2951 South B8phore Drive FIeg.' Holding Group c.... Buono " ........
r- Cooonul: Grove, Fl 2951 South a.yahore DrIve (305) 445-9745
CooonuI Grove, Fl
. ,rMENT EQUIT1ES
Cou1ney Wetlon AdYertIIInO 1688......,..,. AverMI Invntment EquttIM AMoc, _F..- JanOO
MiamI Buch, Fl 1111lhc:l*1Roed, SUte800 (305)-
..........8eIId1,FL
W1NSTAR TELECOIIIIUNlCATlONS
7,500 Sq II SwIk1l SIlt 150 S.E 2nd A..... _T_ -""" -
_Fl 1eoS.E2ndAwrenue (300) 881-7078
_Fl
AI
Washington, DC
.
American Express
Travel Related Services
.
A.T. Kearney, Inc.
Alexandria, VA
.
Carr Development & .Construction, Inc.
Metropolitan DC Area
.
Carey Winston Commercial Real Estate
Washington, DC
.
Cushman & Wakefield ofVrrginia
Cushman & Wakefield of Washington, DC
w
Embassy of Venezuela
Washington, DC
.
Finnegan, Henderson, Farrabow & Dunner
Washington, DC "
.
Greenwell Goetz Architects, PC
Washington, DC
.
Interior Architects, PC
Washington, DC
.
mG Properties
Fairfax, VA
.
LaSalle Partners
Washington, DC
.
Signal Corporation, Inc.
Fairfax, VA
..:
.
Smithy-Braedon Oncor International
Fairfax, VA
.
Washington Golf Center
Arlington, VA
CONTRACI'OR'S QUESTIONNAIRE
NOTE:
Information supplied in response to this questionnaire is subject to verification.
Inaccurate or incomplete answen may be gronnds for disqualification from
award of this bid.
Submitted to The Mayor and City Commission of the City of Miami Beach, Florida:
By Martin M. ROdriquez
PrincipaiOffice 4143 SW 74th Ct., Miami, FL 33155
How many years has ~our organization been in business as a General Contractor under your present
business name? 1 .
Does your organization have current occupationalliceDSes entitling it to do the work contemplated
in this Contract? Yes
State of Florida occupationailicense - state type and number: CGCO 0 8242
Dade County certificate of competency - state type and number: see attached copy
City of Miami Beach occupationa1license - state type and number: 4, 51 1 8 3 - 9
,~ Include copies of above licenses and certificates with proposal.
How many years experience in similar work has your organization had?
(A) As a General Contractor 1 . 5
(8) As a Sub-Contractor 1.5
iO What contracts has your organization completed? See at t a c 11 ed
Company resume
Contract Amt Class of Work When Completed Name/Address of Owner
See attached company resume
Have you ever had a contract terminated (as prime contractor or sub-contractor, under existing
company name or another company name) due to failure to comply with contractual
specifications? No
If so, where and why? N/A
,,-.
BID NO: 138-99/00
DATE: 11/7/00 (AMENDED)
CITY OF MIAMI BEACH
14
.
Has any officer or partner of your orglln;7lIrion ever failed to complete a construction contract
handied in his own name? No
~
If so, state name of individual, name of owner, and reason thereof N/A
In what other lines of business are you financially interested or engaged? None
Give references as to experience, ability, and financial standing
Company resume
See attac'led
What equipment do you own that is available for the proposed work and where located?
Backhoe - (At the present time, it is located in Cutler Ridae)
Flat Bed Truck - (At the present time, it is located in Cutler Ridge)
What Bank or Banks have you arranged to do business with during the course of the Contract should
it be awarded to you? Ocean Bank
Bank of America
~
Please list the trade names and addresses of the subcontractors to be used.
See Attached List
I HEREBY CE
are true and correct.
(SEAL)
\,-1(h41,\ ~((.lc'~ue2 - VPO
(SEAL)
-
BID NO: 138-99/00
DATE: un 100 (AMENDED)
CITY OF MIAMI BEACH
15
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HESSlER, ROBERT L JR
INTERNATIONAL BUILDERS LATIN AMERICA'IN
~1~3-0 SW 1ltTH :OURT
MIAMI . FL 33155
JEB lUSH
GOVERNOR
~i ?;~ €~f ~; ~..'
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CYNTHIA A. HENDERSON
SECRE TARY
DISPLAY AS REQUIRED BY LAW
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. S;A';E ~ON~ACTOR"i' CERTIflCATE Of vaL~NhR" REGl~TRlHON
wITH .IAMI-0AOE COUNTY [~NUARY 22, ZOOl
T~rs [5 TO C~.uIF~( nUT' INJE:~~~n!JH~.I,.':'''~~P~~'~'~'''~~~~!l!~r.~,R~.
STH~ '::~UFtEO lICENSE '140.: 'GCO()t1LJe~ ':YHAOE !lUluj"ING'~L'.tl
El~GISTl:lATICN EXPIRATIGN DUI::: Oa/311200l--
hAVlf4G"IET THE VCUmTAi<Y REGl~TRATIUt. REQU{;~eHENTS Of IUAIU-DAOE C!;U"4TV.
IS qEGJ~TEREO 4S A CCNrRACTC~ IN THE FOLLOWING C.T~'ORYCS):
OUD4 GE~~R~L (ST~TE)
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CuALIFYt~G A~~~T ~~SiI~~ qOd~~' L ~R
SUPEitVISIQN, DIRECTlO'~ AN:> CeHROL IF.
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5ECReTA~Y, CON~T 'RA~ES ~JIL 501.0
AL TER..T [IN, REf'RGJlICT l:JN u~ TRAflSfEil Of THl S CERTIFICATE IS PR!JH laIr ED.
fEE f'~ ThIS C~~TI~ICAT~ ~AS PAID aN PROCESS He. t199~la8637
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. INTL BUILDERS LATIN. AMERICA .tNC:. '~!d:,~" ".,:,.
lIoc.1ftIe at........ .,'. ':.;:.",~:-'. . ..- $ ,,~., ~~ORKERS . 0
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DO NOT FORWARD
INTERNATIONAL BUILDERS LATIN
AMERICA tHC
FRED VILLEGAS PRES
4143 SW 74 CT SUITE D
MIAMI FL 33155
_01110/2000
OlOOnQOl
,000075':00
SEE OTHER SIDE
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INTERNATIONAL BUILDERS LATIN AMERICA, INC.
REVISED SUBCONTRACTOR LIST 2/8/01
Tvpe of Work Subcontractor Name & Address
Demolitions, Removals & Intemational Builders- Latin America
Relocations 4143 SW 74th Court, Suite D
Miami, FL 33155
Dewatering Acosta Tractors
2419 W. 3rd Court
Miami, FL 33010
Piles SFI, Inc.
3121 W. Hallandale Beach Blvd, #107
Hallandale Beach, FL 33009
I rrigation Gardeners
3450 SW. 97th Avenue
Miami, FL 33165
Metal Fabricators Steel Fabricators, Inc.
721 NE 44th Street
Ft. Lauderdale, FL 33334
Membrane Waterproofing Pioneer Roofing
2026 Grant Street
Hollywood, FL 33020
Firestopping Tailored Foam
PO Box 520986
Longwood, FL 32752
Metal Doors Fire Door
1350 NW 74th Street
Miami, FL 33147
Overhead Coiling Doors Builders Specialties
665 SE 10th St., #104
Deerfield Beach, FL 33441
Aluminum Doors & Frames Hi-Tec Glass & Windows, Inc.
423 W. 27th Street
Hialeah, FL 33010
Portland Cement Plaster Fortex Construction
& Stucco 3625 NW 82nd Avenue, Suite 100
Miami, FL 33166
.
Gypsum Board Systems
Rubber Flooring
Solid Phenolic Partitions
Ice Skating Rink
HVAC Work
Electrical Work
Fortex Construction
3625 NW 82nd Avenue, Suite 100
Miami, FL 33166
Crystaplex
6630 Edwards Blvd.
Mississauga, Ontario
Canada, LST 2V6
Mardale of America
3701 NE 5th Ave.
Oakland Park, FL 33334
Cimco
65 Villers SI.
Toronto, Ontario
Canada, M5A3S1
UniTech Mechanical
7850 W. 25 CI.
Hialeah, FL 33016
Able Electric
7005 N. Waterway Dr., #304
Miami, FL 33155
~
INTERNATIONAL BUILDERS LATIN AMERICA, INC.
SUBCONTRACTOR LIST
TVDe of Work
Subcontractor Name & Address
Demolitions. Removals &
Relocations
Wildcat Demolition
802 NE 20th Ave.
Miami, FL 33304
De tering
Acosta Tractors
2419 W. 3rd Court
Miami, FL 33010
Metal Fabricators
SFI, Inc.
3121 W. Hallandale Beach Blvd, #107
'~ Hallandale Beach, FL 33009
~ardeners
3450 S.w. 97th Avenue
iami. FL 33165
Stee abricators, Inc.
721 N 4th Street
Ft. Laude ale, FL 33334
Piles
Irrigation
r-
Membrane Waterproofing
Pioneer Roofin
2026 Grant Stree
Hollywood, FL 330
~
~~
Firestopping
Tailored Foam
PO Box 520986
Longwood, FL 32752
Metal Doors Fire Door
1350 NW 74th Street
Miami, FL 33147
Overhead Coiling Doors Builders Specialties
665 SE 10th St., #104
Deerfield Beach, FL 33441
Aluminum Doors & Frames Hi-Tec Glass & Windows, Inc.
423 W. 27th Street
Hialeah, FL 33010
Portland Cement Plaster Miami Stucco Machine
& Stucco 561 W. 28th Street
Hialeah, FL 33010
~
~ Gypsum Board Systems Capmany Enterprises
8362 Pines Blvd., #288
Pembroke Pines. Fl 33024
Rubber Flooring Crystaplex
6630 Edwards Blvd.
Mississauga, Ontario
Canada, lST 2V6
Solid Phenolic Partitions Mardale of America
3701 NE 5th Ave.
Oakland Park. Fl 33334
Ice Skating Rink Cimco
65 Villers St.
Toronto, Ontario
Canada, M5A3S1
HVAC Work UniTech Mechanical
7850 W. 25 Ct.
Hialeah, Fl33016
Electrical Work Able Electric
7005 N. Waterway Dr., #304
Miami, Fl33155
,.---.
r
AGREEMENT
,--
THIS AGREEMENT made this day of 19.-. A.D. between the
CITY OF MIAMI BEACH, a Florida municipal corporation, hereinafter called the City, which
term shall include its successors and assigns, party of the one part, and
International Builders Latin America
4143 SW 74th Court, Suite D Miami, FL 33155
hereinafter called the Contractor, which term sha1l include its heirs, successors and assigns, party of
the other part.
WITNESSEm that the said Contractor for the consideration and compensation herein agreed to
be paid and the said City in consideration of the construction of improvements to be done by said
Contractor and designated "SCOTI RAKOW YOUTH CENTER" by said City, do hereby
mutually agree as follows:
I.
This Agreement sha1l extend to and be obligatory upon said City, its successors and assigns,
and upon said Contractor and its heirs, successors and assigns. Neither this Agreement nor
any part thereof nor any part of the Work herein contemplated, shall be assigned or sublet,
nor shall any sums of money provided to be paid to said Contractor be assigned by said
Contractor to anyone without the consent of the City Commission of said City evidenced by
its resolution.
--
2. The foregoing pages of this booklet, including the Notice to Contractors, the Proposal, and
the Contract Documents and such alterations as may be made in said Plans and
Specifications as therein provided for, are hereby referred to and made a part of this
Agreement and the terms and conditions set forth therein, except when in direct conflict with
this written Contract, are as much a part hereof as if copied herein. If conflicts exist between
them and this written instrument, only that part of the matter in direct conflict herewith shall
not be construed to be a part hereof.
3. The Contractor sha1l commence work within seven (1) days of the Notice to Proceed and
sha1l construct and complete in a good and worl<m..nlilce manner the materia1s herein referred
to, strictly in accord herewith the following:
3.1 The Contractor sha1l be SubstantialJy Completed with the Work within three-
hundred-thirty-five (335) wendar days after the date when the Contract Time
commences to nm as provided in paragraph 2.3 of the General Conditions, aad
completed and ready for fill.. payment within three-hundred-sisty-flve (365)
calendar days after the date when the Contract Time commences to run.
I""'
SID NO: 138-99/00
DATE: 100000(AMENDED)
CITY OF MIAMI BEACH
13
-
3.2 Damages . City and Contractor recognize that the City will sutTer direct financia1loss
if Work is not completed within the Contract times specified in paragraph 3.1 above
plus any extensions thereof allowed in accordance with Article 12 of the Genera1
Conditions. They also recognize the delays, expense and difficulties involved in
proving in a legal or arbitration proceeding the actua1loss suffered by Owner if the
Work is not completed on time, and therefore time is of the essence. Accordingly,
instead of requiring any such proof Contractor agrees to forfeit and pay Owner as
liquidated d.mages for delay (but not as a penalty) the amount of Three Hundred
Dollan (S300.oo) for each calend.r day th.t expires .fter the Contract Time
specified in p.....graph 3.1 for Subst.nti.l Completion until the Work is
substantially complete. After Substantial Completion if Contractor shall neglect,
refuse, or fail to complete the remaining Work within the Contract Time, Contractor
shall pay Owner Three Hundred Doll.n (5300.00) for each c.lend.r d.y th.t
expires .fter the time specified in P.ragraph 3.1 for completion .nd readiness
for fin.1 p.yment. These amounts represent a reasonable estimate of Owner's
expenses for extended delays and for inspection, engineering services and
administrative costs associated with such delay.
~
3.3 S.vings - City and Contractor recognize that both parties will benefit financially
should the Project be completed prior to the contract time specified in Paragraph 3.1
of the Contract (Agreemt:nt). Accordingly, for each calendar day that the contract
work is accepted by the City prior to the contract time specified for Substantial
Completion in Paragraph 3.1 of the Contract (335 calend.r d.ys) the Contractor
sha1l receive as liquidated savings for early completion, the amount of One- Thousand
Dollars ($1,000) per day. The totailiquidated savings payment shall not exceed
530,000. Such payment will be made after fina1 acceptance in accordance with
Section 9.7 of the General Conditions, entitled Acceptance and Final Payment. The
liquidated savings payment amount represents a reasonable estimate of the City's
savings for inspection, engineering services and administrative costs realized from
early completion.
4. In such construction said Contractor shall furnish all implements, machinery, equipment,
transportation, tools, materials, supplies labor, and other things necessary to the execution
and completion of the Work, nothing being required of the City except that it may, at its
expense, supervise such construction and enter upon and inspect the same at all reasonable
times.
S. If any dispute arises between the City and said Contractor with reference to the meaning or
requirements of any part of this Contract and they cannot agree, the more stringent
requirements shall govem as determined by the City.
r
BID NO: 138-99/00
DATE: 10I15lOO (AMENDED)
CITY OF MIAMI BEACH
14
6. If the Contractor sha1l complete the construction herein contemplated in a good and
workmanlike manner within the time herein specified and in accord herewith, the said City
sha1l pay to the Contractor the contract sum in accordance with the Conditions of the
Contract. The City, by allowing Contractor to continue with said construction after the time
for its completion hereinbefore stated shall not deprive City of the right to exercise any
option in this Agreement contained nor shall it operate to alter any other term of this
Agreement.
7. The Contractor shall file with the Procurement Director of said City of Miami Beach a
Performance and Labor and Material Payment Bond, each in the amount of 100 percent of
Contract Amount, in the form as set forth herein or as otherwise approved by the City of
Miami Beach City Attorney and shall be executed by said Contractor and Surety Agent
authorized to do business in the State of Florida.
8. The Contractor shall file Insurance Certificates, as required, and they must be signed by a
Registered Insurance Agent licensed in the State of Florida and approved by the City of
Miami Beach Risk Manager.
9. All documents shall be executed satisfactorily to said City and until Bonds and Insurance
Certificates have been filed and approved, this Contract Agreement shall not be effective.
10. Owner shall pay Contractor for performance of the Work in accordance with the Contract
Documents in current funds at the lump sum or unit prices presented in the Bid Proposal,
attached to this Agreement. The parties expressly agree that the Contract Price is a stipulated
sum except with regard to the items in the Bid which are subject to unit prices.
Contract Price:
$
"'-< ~ 4<j -;;be). -
r
.
BID NO: 138-99/00
DATE: 10I25lOO (AMENDED)
CITY OF MIAMI BEACH
15
11. The Contract Documents which comprise the entire Agreement bet9lCCIl City and Contractor
are attached to this Agreement and made a part hereof.
"-
The Contract Do..-uments may only be amended, modified or supplemented as provided
in the General Conditions.
IN WITNESS WHEREOF the said City has caused this Agreement to be signed by the Mayor of
the City of Miami Beach, Florida and its corporate seal to be affixed, attested by the City Clerk of
the City of Miami Beach and the said Contractor has elI11....! this Agreement to be signed it its name.
International Builders Lati(SEAL)
America Contractor
~~. Lt::. ~ ~
(Autlio~ te Offic Mayor
BEACH
__.~ t>~\~
Title
ATIEST:
,--
Lmf ~w1A
City Clerk
APPROYEO AlTO
FORM & LANGUAGe
& FOR EXECUTION
A jf ILVn. 1/ ' ~-16-()f
.~-
,-
BID NO: 138-99/00
DATE: 10I25lOO (AMENDED)
CITY OF MIAMI BEACH
16
PERFORMANCE BOND
(This bond meets and exceeds the requirements of Florida Statutes Section 255.05)
-
STATE OF FLORIDA)
ss
COUNTY OF )
KNOW ALL MEN BY THESE PRESENTS that we,
as Principal, hereinafter called Contractor, and
as Surety, are firmly bound unto the City of Miami
Beach, Florida, as Obligee, hereinafter called the City, in the Penal sum of
Dollars ($ ), for the payment of which sum well and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly
by these presents.
WHEREAS, Contractor, on the _ day of , 19_, entered into a certain
contract with the City, hereto attached, for BID NO. 138-99/00, Entitled, "SCOTT RAKOW
YOUTH CENTER" which Contract is made a part hereof by reference thereto.
-
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that, if
the Contractor shall well and truly perform and fulfill all the undertakings, covenants, terms,
conditions and agreements of said Contract, and all duly authorized modifications of said Contract
that may hereafter be made, notice of which modifications to the Surety being hereby waived, then
this obligation shall be void; otherwise to remain in full force and effect.
WHENEVER the Principal shall be and is declared by the City to be in default under the
Contract, or whenever the Contract has been terminated by default of the Contractor, the City having
performed the City's obligations thereunder, the Surety shall:
I. Complete the Contract in accordance with its terms and conditions, or at the City's
sole option.
2. Obtain a Bid or Bids for submission to the City for completing the Contract in
accordance with its terms and conditions, and upon determination by the City and the
Surety of the lowest responsible Bidder, arrange for a Contract between such Bidder
and the City, and make available as Work progresses (even though there should be
a default or a succession of defaults under the Contract or Contracts of completion
arranged under this paragraph) sufficient funds to pay the cost of completion less the
balance of the Contract price; but not exceeding, including other costs and damages
for which the Surety may be liable hereunder, the amount set forth in the first
paragraph hereof. The term "balance of the Contract price" as used in this paragraph,
shall mean the total amount payable by the City to the Contractor under the Contract
and any amendments thereto, less the amount properly paid by the City to the
Contractor.
r
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
22
No right of action shall accrue on this Bond to or for the use of any person or corporation other than
the City named herein or the successors or assignees thereof.
-
The Surety shall and does hereby agree to indemnify the City and hold it harmless of, from
and against any and all liability, loss, cost, damage or expense, including reasonable attorneys fees,
engineering and architectural fees or other professional services which the City may incur or which
may accrue or be imposed upon it by reason of any negligence, default, act and/or omission on the
part of the Contractor, any Subcontractor and Contractor's or Subcontractors agents, servants and/or
employees, in, about or on account of the Construction of the work and performance of said Contract
by the Contractor.
This Bond shall remain in full force and effect for such period or periods of time after the
date of acceptance of the project by the City as are provided for in the Contract Documents, and the
Contractor hereby guarantees to repair or replace for the said periods all work performed and
materials and equipment furnished, which were not performed or furnished according to the terms
of the Contract Documents. If no specific periods of warranty are stated in the Contract Documents
for any particular item of work, material or equipment, the Contractor hereby guarantees the same
for a minimum period of one (1) year from the date of final acceptance by the City of the entire
project.
Any suit on this bond must be instituted within such period or periods as may be provided
bylaw.
r
r
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
23
r-
'IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by their
appropriate officials of the day of , 19
WITNESS:
PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
Title: (Sole Proprietor or Partner)
PRINCIPAL (If Corporation)
(Corporate Name)
BY
(President)
r
Attest:
(Secretary)
(CORPORATE SEAL)
COUNTERSIGNED BY
RESIDENT FLORIDA
AGENT OF SURETY:
SURETY:
(Copy of Agent's current
License as issued by State
of Florida Insurance
Commissioner
By:
Attorney-in-fact
(Power of Attorney must be attached)
r
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
24
CERTIFICATES AS TO CORPORATE PRINCIPAL
r
I, , certify that I am the Secretary of the COIporation named as Principal
in the foregoing bond; that who signed the said bond on behalf of the Principal,
was then of said Corporation; that I know his signature, and his signature
hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said
Corporation by authority of its governing body.
Secretary
Corporate
Seal
STATE OF FLORIDA)
ss
COUNTY OF )
--
Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared
to me well known, who being by me first duly sworn upon oath, says that
he is the Attorney-in-Fact, for the and that he has been authorized by
to execute the foregoing bond on behalf of the Contractor named
therein in favor of the City of Miami Beach, Florida.
Subscribed and sworn before me this day of , 19_ A.D.
(Attach Power of Attorney)
Notary Public
State of Florida- at-Large
My Commission Expires:
r-
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
25
LABOR AND MATERIAL PAYMENT BOND
(SECTION 255.05, FLORIDA STATUTES)
.r-
BY TillS BOND, We,
, as Principal, and
as corporation, as Surety, are bound to the City of Miami Beach,
Florida, as obligee, herein called City, in the sum of$
for the payment
of which we bind ourselves, our heirs, personal representatives, successors and assigns, jointly and
severally.
THE CONDITION OF TillS BOND is that if Principal:
Promptly makes payments to all claimants, as defined in Section 255.05 (1), F. S., supplying
Principal with labor, materials, or supplies, used directly or indirectly by Principal in the
prosecution of the work provided for in the contract; and
Pays City all losses, damages, expenses, costs, and attomey's fees, including appellate proceedings,
that the City sustains in enforcement ofthis bond.
,--
Performs the guarantee of all labor and materials furnished under the contract for the time specified
in the contract, then this bond is void, otherwise it remains in full force.
Any changes in or under the contract documents and compliance or noncompliance with any
formalities connected with the contract or the changes does not affect Surety's obligation under this
bond.
The provisions of Section 255.05, F. S., are specifically adopted by reference and made a part
hereof for the purposes specified therein.
The contract dated
by reference.
between the City and Principal is made a part of this Bond
Claimants are advised that Section 255.05, F. S., contains notice and time limitation provisions
which must be strictly complied with.
,--.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
26
, . IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by their
appropriate officials of the day of , 19
WITNESS:
PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
Title: (Sole Proprietor or Partner)
PRINCIPAL (If Corporation)
(Corporate Name)
r-
BY
(President)
Attest:
(Secretary)
(CORPORATE SEAL)
COUNTERSIGNED BY
RESIDENT FLORIDA
AGENT OF SURETY:
SURETY:
(Copy of Agent's current
License as issued by State
of Florida Insurance
Commissioner
By:
Attorney-in-fact
(power of Attorney must be attached)
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
27
CERTIFICATES AS TO CORPORATE PRINCIPAL
r-
I, , certify that I am the Secretary of the Corporation named as Principal
in the foregoing bond; that who signed the said bond on behalf of the Principal, was
then of said Corporation; that I know his signature, and his signature hereto is
genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by
authority of its governing body.
Secretary
Corporate
Seal
STATE OF FLORIDA)
ss
COUNTY OF )
Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared
,-
to me well known, who being by me first duly sworn upon oath, says that
he is the Attorney in Fact, for the
and that he has been authorized by
to execute the foregoing bond on behalf of the Contractor named
therein in favor of the City of Miami Beach, Florida.
day of
, 19 A.D.
Subscribed and sworn before me this
(Attach Power of Attorney)
Notary Public
State of Florida-at-Large
My commission Expires:
.--
BID NO: 138-99/00
DATE: 1217100 (AMENDED)
CITY OF MIAMI BEACH
28
INSURANCE REQUIREMENTS
See Insurance Check List for applicability to this contract.
-
a. The contractor shall be responsible for his work and every part thereof, and for all
materials, tools, appliances and property of every description, used in connection with
this particular project. He shall specifically and distinctly assume, and does so assume,
all risks of damage or injury to property or persons used or employed on or in connection
with the work and of all damage or injury to any person or property wherever located,
resulting from any action or operation under the contract or in connection with the work.
It is understood and agreed that at all times the contractor is acting as an independent
contractor.
b. The contractor, at all times during the full duration of work under this contract, including
extra work in connection with this project shall meet the following requirements:
I.
Maintain Worker's Compensation and Employer's Liability Insurance to meet
the statutory requirements of the State of Florida.
ii.
Maintain Comprehensive General Liability Insurance in amounts prescribed
by the City (see checklist for limits) to protect the contractor in the interest
of the City against all risks of injury to persons (including death) or damage
to property wherever located resulting from any action or operation under the
contract or in connection with the work. This policy is to provide coverage
for premises/operations, independent contractor, broad form property
damage, products/completed operations and contractual liability.
.-
iii. Maintain Automobile Liability Insurance including Property Damage
covering all owned, non-owned or hired automobiles and equipment used in
connection with the work.
IV. Maintain any additional coverages required by the Risk Manager as indicated
on the Insurance Check List.
v. Name the City of Miami Beach as an additional insured on all liability
policies required by this contract. When naming the City of Miami Beach as
an additional insured onto your policies, the insurance companies hereby
agree and will endorse the policies to state that the City will not be liable for
the payment of any premiums or assessments.
VI. No change or cancellation in insurance shall be made without thirty (30) days
written notice to the City of Miami Beach Risk Manager.
Vl1. All insurance policies shall be issued by companies authorized to do business
under the laws of the State of Florida and these companies must have a rating
of at least B+: VI or better per Best's Key Rating Guide, latest edition.
.--
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
29
Vlll. Original signed Certificates of Insurance, evidencing such coverages and
endorsements as required herein, shall be filed with and approved by the City
of Miami Beach Risk Manager before work is started. The certificate must
state Bid Number and Title. Upon expiration of the required insurance, the
contractor must submit updated certificates of insurance for as long a period
as any work is still in progress.
ix. It is understood and agreed that all policies of insurance provided by the
contractor are primary coverage to any insurance or self-insurance the City
of Miami Beach possesses that may apply to a loss resulting from the work
performed in this contract.
-
c. The liability insurance coverage shall extend to and include the following contractual
indemnity and hold harmless agreement:
"The contractor hereby agrees to indemnify and hold harmless the City of Miami Beach,
a municipal corporation, its officers, agents, and employees from all claims for bodily
injuries to the public in and up to the amount of $1 ,000,000.00 for each occurrence and
for all damages to the property of others in and up to the amount of $1 ,000,000.00 for
each occurrence per the insurance requirement under the specifications including costs
of investigation, all expenses oflitigation, including reasonable attorney fees and the cost
of appeals arising out of any such claims or suits because of any and all acts of omission
or commission of any by the contractor, his agents, servants, or employees, or through the
mere existence of the project under contract. BID NO. 138-99/00, "SCOTT RAKOW
YOUTH CENTER". The foregoing indemnity agreement shall apply to any and all
claims and suits other than claims and suits arising out of the sole and exclusive
negligence of the City of Miami Beach, its officers, agents, and employees, as determined
by a court of competent jurisdiction.
1. The contractor will notify his insurance agent without delay of the existence
of the Hold Harmless Agreement contained within this contract, and furnish
a copy of the Hold Harmless Agreement to the insurance agent and carrier.
ii. The contractor will obtain and maintain contractual liability insurance in
adequate limits for the sole purpose of protecting the City of Miami Beach
under the Hold Harmless Agreement from any and all claims arising out of
this contractual operation.
d. All policies issued to cover the insurance requirements herein shall provide full coverage
from the first dollar of exposure. No deductibles will be allowed in any policies issued
on this contract unless specific safeguards have been established to assure an adequate
fund for payment of deductibles by the insured and approved by the City's Risk Manager.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
30
e. The contractor will secure and maintain policies of subcontractors. All policies shall be
made available to the City upon demand. Compliance by the contractor and all
subcontractors with the foregoing requirements as to carrying insurance and furnishing
copies of the insurance policies shall not relieve the contractor and all subcontractors of
their liabilities and obligations under any Section or Provisions of this contract.
Contractor shall be as fully responsible to the City for the acts and omissions of the
subcontractor and of persons employed by them as he is for acts and omissions of persons
directly employed by him.
f. Insurance coverage required in these specifications shall be in force throughout the
contract term. Should any awardee fail to provide acceptable evidence of current
insurance within seven days of receipt of written notice at any time during the contract
term, the City shall have the right to consider the contract breached and justifying the
termination thereof.
g. If bidder does not meet the insurance requirements of the specifications; alternate
insurance coverage, satisfactory to the Risk Manager, may be considered.
~
h. It is understood and agreed that the inclusion of more than one insured under these
policies shall not restrict the coverage provided by these policies for one insured
hereunder with respect to a liability claim or suit by another insured hereunder or an
employee of such other insured and that with respect to claims against any insured
hereunder, other insured hereunder shall be considered members of the public; but the
provisions of this Cross Liability clause shall apply only with respect to liability arising
out of the ownership, maintenance, use, occupancy or repair of such portions of the
premises insured hereunder as are not reserved for the exclusive use of occupancy of the
insured against whom claim is made or suit is filed.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
31
INSURANCE CHECK LIST
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XXX 1.
Workers' Compensation and Employer's Liability per the Statutory limits of
the state of Florida.
xxx 2.
Comprehensive General Liability (occurrence form), limits of liability
$1,000,000.00 per occurrence for bodily injury property damage to include
Premises/ Operations; Products and Completed Operations; Independent
Contractors; Broad Form Property Damage Endorsement and Contractual
Indemnity (Hold harmless endorsement exactly as written in "insurance
requirements" of specifications).
xxx 3.
Automobile Liability - $100,000.00/$300,000.00 - $50,000.00 each
occurrence - ownedlnon-ownedlhired automobiles included.
4.
Excess Liability - $1,000,000.00 per occurrence to follow the primary
coverages.
xxx 5.
The City must be named as and additional insured on the liability policies;
and it must be stated on the certificate.
6.
Other Insurance as indicated:
_ Builders Risk completed value
_ Liquor Liability
_ Fire Legal Liability
Protection and Indemnity
_ Employee Dishonesty Bond
Other
$
$
$
$
$
$
.00
.00
.00
.00
.00
.00
,-
xxx 7.
Thirty (30) days written cancellation notice required.
XXX 8.
Best's guide rating B+: VI or better, latest edition.
xxx 9.
The certificate must state the bid number and title
BIDDER AND INSURANCE AGENT STATEMENT:
We understand the Insurance Requirements of these specifications and that evidence of this
insurance may by required within five (5) days after bid opening.
Bidder
Signature of Bidder
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
32
DIVISION 1
General Provisions
--
Section 1
DEFINITION OF TERMS
1.1 DEFINITIONS: Whenever in the Specifications, Special Provisions, Proposals,
Contract, or Contract Bond the following terms or pronouns in place of them are used, the intent and
meaning shall be interpreted as follows:
1.2 "City" - The City of Miami Beach, Florida, as represented by its Mayor and City
Commission.
1.3 "Board" - The City Commission of the City of Miami Beach, Florida.
1.4 "City Clerk" - The City Clerk of the City of Miami Beach, Florida.
1.5 "City Manager" - Chief Administrator of the City Commission.
1.6 "Engineer" - The City Engineer of the City of Miami Beach, Florida, or his authorized
assistants.
1.7 "Inspector" - An authorized representative of the City Engineer assigned to make all
necessary inspection of the materials furnished and of the work performed by the Contractor.
1.8 "Bidder" - Any individual, firm or corporation submitting a Proposal for the work
contemplated, acting directly or through a duly authorized representative.
1.9 "Contractor" - The Party of the second part of the Contract, the person, firm or
corporation with whom a Contract has been made by the City.
1.10 "Superintendent" - Executive representative for the Contractor present on the work
at all times during progress, authorized to receive and fulfill instructions from the Engineer and
capable of superintending the work efficiently.
1.11 "Surety" - The corporate body or individual which is bound by the Performance and
Payment Bonds with and for the Contractor, who is primarily liable, and which engages to be
responsible for his acceptable performance of the work for which contract has been made and for his
payment of all debts pertaining thereto.
1.12 "Proposal" - The approved prepared form on which the Bidder is to or has submitted
his, their, or its Proposal for the work contemplated.
-
1.13 "Proposal Guaranty" - The security designated in the Proposal, to be furnished by the
Bidder as a guaranty of good faith to enter into a Contract with the City if the Contract is awarded
to him.
1.14 "Plans" - The official approved plans, profile, typical cross-section, general
cross-sections, working drawings, and supplemental drawings, or exact reproductions thereof, which
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
33
. 'show the location, character, dimensions and details of the work to be done, and which are to be
considered as a part of the Contract supplementary to these Specifications.
-
1.15 "Procurement Director" - The purchasing officer for the City of Miami Beach.
1.16 "Specifications" - The directions, provisions and requirements contained herein,
together with all written agreements made or to be made, setting out or relating to the method and
manner of performing the work, or to the quantities and qualities of materials and labor to be
furnished under the Contract.
1.17 "Special Provisions" Specific clauses additional to these Standard Specifications,
setting forth conditions peculiar to the project under consideration. In case of any discrepancy
between the Standard Specifications and the Special Provisions, the Special Provisions are to govern.
1.18 "Supplemental Agreement" - A written agreement between the Contractor and the
City Engineer, covering alterations and unforeseen work incidental to the project.
1.19 "Contract" - The written agreement covering the performance ofthe work and the
furnishing of labor and materials in the proposed construction. The contract shall include the
"Proposal," "Plan," "Specifications," "Special Provisions," Performance Bond," and "Labor and
Material Bond" also any and all "Supplemental Agreements" required to complete the work in a
substantial and acceptable manner.
-
1.20 "Contract Bond" - Performance Bond - The security furnished by the Contractor and
the Surety as a guaranty that the Contractor will execute the work in accordance with the terms of
the Contract.
1.21 "Payment Bond" - The security furnished by the contractor and the surety as to
guaranty that the contractor will pay a claimant. A claimant is defined as any person supplying the
Principal with labor, material and supplies, used directly or indirectly by the said Principal or any
subcontractor in the prosecution of the work provided for in said Contract, and is further defined in
Section 255.05(1) of the Florida Statutes.
1.22 "The Work" - All the work specified or mentioned herein or indicated on the Plans
or in the Proposal as contemplated improvement.
1.23 "Questionnaire" - The approved form upon which the Contractor must furnish the
information as to his ability to perform the work, his experience in similar work, and his financial
condition as related to his ability to finance the work.
,-
1.24 "Substantial Completion" - When construction is sufficiently complete in accordance
with the contract documents, so the owner can occupy or utilize the work or designated portion
thereof for the use for which it is intended. A Certificate of Substantial Completion signed by the
AlE of Record, the contractor and approved by the City must be submitted in order to consider the
work substantially complete. Moreover, the substantial completion shall also be linked, for the City's
convenience, to the issuance ofa Temporary Certificate of Completion or Temporary Certificate of
Occupancy by the Building Official.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
34
Section 2
.-.
PROPOSAL REQUIREMENTS AND CONDITIONS
2.1 Interpretation of Approximate Estimate - The Bidder's attention is called to the fact
that the estimate of quantities of all work to be done and materials to be furnished under the
Specifications as shown on the Plans and on the Proposal Form, is approximate and is given only
as a basis of calculation upon which the award of the Contract is to be made. The City does not
assume any responsibility that the final quantities shall remain in strict accordance with estimated
quantities, nor shall the Contractor plead misunderstanding or deception because of such estimate
of quantities or of the character, location of the work or other conditions pertaining thereto.
2.2 Examination of Plans, Specifications, Special Provisions, and Site of Work - The
Bidder is required to examine carefully the site of, and the Proposal, Plans, Specifications, and
Contract for the work contemplated, and it will be assumed that the Bidder has investigated and is
satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work
to be performed and materials to be furnished and as to the requirements of these Specifications,
Special Provisions, and Contract. It is mutually agreed that submission of a Proposal shall be
considered prima facie evidence that the Bidder has made examination.
.-
2.3 Preparation of Proposals - Proposals shall be submitted on the form provided. All
blank specifications for which quantities are shown must be filled in ink, in both words and figures
with the unit price for the item for which the proposal is made. The bidder shall also state the time
in which he will complete the work bid upon, unless a certain time is stipulated. If the proposal is
made by an individual in his own proper person or under a trade or firm name, he shall execute the
same under his individual trade or firm name, he shall execute the same under his individual
signature and his post office address shall be shown. If made by a copartnership the proposal shall
be executed for the copartnership, by setting out in full the names of the partners and the firm name
of the partnership, if any, and signed by one or more of the partners, and the post office address of
each of the partners shall be shown. If made by a corporation, the proposal shall be executed by
setting out the corporate name in full, followed by a statement that it is incorporated and existing
under the laws of a named state, and, if it is a foreign corporation, the fact that it is authorized and
permitted to transact business in this State, and signed by its President, or other authorized corporate
officer, with its corporate seal affixed and attested by its Secretary, and the address of its principal
place of business shall be shown.
2.4 Rejection ofIrregular Proposals - Proposals will be considered irregular and may be
rejected if they show serious omissions, alterations of form, additions not called for, conditions,
unauthorized alternate bids, or irregularities of any kind.
2.5 Guaranty to Accompany Proposals - No Proposal will be considered unless
accompanied by a "Proposal Guaranty" of the character and amount indicated in the Notice to
Contractors and the Proposal Form, made payable to the City of Miami Beach, Florida.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
35
--
2.6 Delivery of Proposals - Each Proposal must be submitted in a sealed envelope which
shall be marked so as to indicate its content and name of Bidder clearly. If forwarded by mail the
above mentioned envelope shall be enclosed in another envelope addressed to the City Purchasing
Agent, Miami Beach, Florida, preferably by registered mail; if forwarded otherwise than by mail,
it shall be delivered at the Office of the City Purchasing Agent. Proposals will be received until the
date and hour stated in the "Notice to Contractors."
2.7 Withdrawal of Proposals - No Proposal can be withdrawn after it is filed unless the
Bidder makes his request in writing to the Board prior to the time set for the opening of bids, or
unless the Board fails to accept it within ninety (90) days after the date fixed for opening bids.
Withdrawal of proposals after bid opening will only be accepted with the collection of Bid Surety
by the City.
2.8 Opening of Proposals - Proposals will be opened and read publicly at the time and place
indicated in the "Notice to Contractors." Bidders or their authorized agents are invited to be present.
2.9 Disqualification of Bidders - Only one Proposal from an individual, firm, partnership,
or corporation, under the same or different names, will be considered. Should it appear to the Board
that any bidder is interested in more than one Proposal for the work contemplated all Proposals in
which such Bidder is interested will be rejected.
The right is reserved to reject the proposal from a bidder who has not paid or satisfactorily settled
all bills due for labor and material on former contracts with the City or contracts with the same in
force at the time of receiving bids.
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2.10 Competency of Bidders - Bidders must be capable of performing the various items of
work bid upon. They shall furnish a statement covering experience on similar work, a list of
machinery, plant, and other equipment available for the proposed work, and shall Furnish statements
of their financial resources as requested in the Questionnaire. If the available evidence of
competency of any bidder is not satisfactory to the Engineer, the proposal of such Bidder may be
rej ected.
2.11 Material Guaranty - Before any Contract is awarded, the Bidder may be required to
furnish a complete statement of the origin, composition, and manufacture of any and all materials
to be used in the work, together with samples, which samples may be subjected to the tests provided
for in these Specifications to determine their quality and fitness for the work. Subsequent deliveries
shall be equal in all respects to the samples submitted.h
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
36
Section 3
--
AWARD AND EXECUTION OF CONTRACT
3.1 Consideration of Bids - For the purpose of award, after the Proposals are opened and
read, the correct summation of the products of the approximate quantities shown in the Proposal, by
the unit bid prices, will be considered the bid. The amounts will then be compared and the results
of such comparison will be available to the public. Until the final award of the Contract, however,
the right will be reserved to reject any or all Proposals and to waive technical errors as may be
deemed best for the interests of the City.
3.2 Award of Contract - The award ofthe Contract, if it be awarded, will be the lowest
responsible Bidder whose Proposal shall comply with all the requirements necessary to render it
formal. The award, if made, will be within ninety (90) days after the opening of the Proposals, but
in no case will an award be made until all necessary investigations are made as to the responsibility
of the Bidder to whom it is proposed to award the Contract.
3.3 Return of Proposal Guaranties - All Proposal guaranties will be returned immediately
following the tabulation of Bids, except those of the three lowest Bidders. These guaranties will be
returned within ten (10) days following the award of Contract, except that of the successful Bidder,
which will be returned after a satisfactory Bond has been furnished and the Contract has been
executed unless surety is forfeited because of bid withdrawal.
--
3.4 Contract Bond Required - The successful Bidder entering into a Contract for any
portion of the work will be required to give the City Surety in a sum equal to the amount of the
Contract awarded. The form of the Bond shall be as approved by the City, and the Surety shall be
acceptable to the City, and executed on the form furnished. In case of default on the part of the
Contractor, actions for all expenses incident to ascertaining and collecting losses under the bond,
including both Engineering and Legal services, shall lie against the bond.
3.5 Execution of Contract and Payment Bond - Within ten (10) days after the Contract
has been awarded, the successful Bidder shall sign the necessary agreements, entering into a Contract
with the City, and return them to the City Engineer. No proposal will be considered binding upon
the City until the execution of this Contract.
3.6 Failure to Execute Contract - Failure to execute a Contract and file an acceptable Bond
as provided herein within ten (10) days from date of award shall be just cause for the annulment of
the award and the forfeiture of the Proposal Guaranty to the City, not as a penalty, but in liquidation
of damages sustained. Award may then be made to the next lowest responsible Bidder or the work
may be re-advertised or may be constructed by day labor, as the City may decide.
--
3.7 Evidence of Authority - Before a Contract is executed the Bidder will be required to
furnish certified copies of:
Excerpts from the By-Laws;
Excerpts from the Minutes or Resolutions of the Governing Body;
Power of Attorney appointments,
and/or other satisfactory evidence of the authority of all persons signing Contracts or Bonds to
execute such documents, and of the companies bound thereby to do business in the State of Florida.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
37
Section 4
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SCOPE OF THE WORK
4.1 Intent of Plans and Specifications - The intent is to prescribe a complete work of
improvement which the Contractor undertakes to do. The Contractor shall do all the work indicated
in the Proposal and on the Plans, and such additional, extra, and incidental work as may be necessary
to complete the Work to the finished lines, grades, cross-sections, and dimensions indicated, in a
substantial and acceptable manners, and when completed, shall remove all surplus and discarded
material and equipment and leave the site of the Work in a neat, acceptable and finished condition.
He shall furnish, unless otherwise provided in "Special Provisions," al implements, machinery,
equipment, transportation, tools, materials, supplies, labor, and other things necessary to the
prosecution and completion of the Work.
He shall maintain the finished Work until its formal acceptance by the City, as herein
provided, and turn it over to the City as a whole, complete, free from defects, and ready for use in
full compliance with the Plans, these Specifications, the Special Provisions, Proposal, and Contract.
4.2 Special Work - Proposed construction or requirements not covered by these
Specifications will be covered by "Special Provisions" and performed or complied with by the
Contractor.
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4.3 Alteration of Plans or of Character of Work - The right is reserved for the Engineer
to make from time to time such alterations in the Plans or in the character of the work as may be
considered necessary or desirable to complete fully and perfectly the proposed construction and such
alterations shall not be considered as a waiver of any conditions of the contract, nor to invalidate any
of the provisions thereof. Should such alterations in the Plans result in an increase or decrease of
the quantity of work to be performed, and should added or eliminated work be of the same character
as that shown on the original plans, the Contractor shall accept payment in full at the Contract Unit
Price for the actual quantities of the work done. Should an alteration be a change in the character
of the work, an equitable sum to be agreed upon, in writing by the Contractor and the Engineer
before such work is begun, shall be added to or deducted from the Contract Price, as the case may
be. No allowance will be made for anticipated profits.
4.4 Extra Work - The Contractor shall perform unforeseen work, for which there is no
quantity and price included in the Contract, whenever it is deemed necessary or desirable to complete
fully the Work as contemplated, and such extra work shall be performed in accordance with the
Specifications and/or as directed; provided, however, that before any "Extra Work" is started a
"Supplemental Agreement shall be signed by both contracting parties, or a written order from the
Engineer to do the Work on a "Force Account" Basis given the Contractor.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
38
4.5 Removal and Disposal of Structure and Obstructions - The Contractor will remove
all obstructions that may come in the way of the contemplated improvements, such as pavements,
sidewalks, fences, buildings, trees, roots, stumps, logs, old foundations or piling, and other
obstructions encountered either above or below the surface of the ground and dispose of them in such
manner as the Engineer may direct.
All work prescribed and involved under this heading shall be considered as incidental to and
included in the unit price bid for the particular Work in which it is involved and no additional
payment will be made therefore unless otherwise specifically provided in the Special Provisions.
4.6 Rights in and Use of Materials Found on the Work - The Contractor, with the
approval of the Engineer, may use in the proposed construction such sand or other material suitable
in the opinion of the Engineer, as may be found in the excavation and will be paid for the excavation
of such material at the corresponding contract unit price therefore, but he shall replace at his own
expense with other suitable material all of that portion of the material so removed and used as was
contemplated for use in embankments, back-fills, approaches, or otherwise. No charge for materials
so used will be made against the Contractor except the replacement herein provided for. The
Contractor shall not excavate or remove any material which is not within the excavation, as
indicated, without written authorization from the Engineer. Materials in old structures removed by
the Contractor to allow the construction of new structures, and not needed by the City" may be used
by the Contractor during construction. Such materials are the property of the City and shall not be
cut or otherwise damaged during use or removal, and shall afterwards be disposed of by the
Contractor as directed by the Engineer.
".-
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
39
Section 5
-
CONTROL OF THE WORK
5.1 Engineer as Referee - To prevent all disputes and litigations, it is agreed by the parties
hereto that the said Engineer shall decide all questions, difficulties, and disputes, of whatever nature,
which may arise relative to the interpretation of the Plans, construction, prosecution and fulfillment
of this Contract, and as to the character, quality, amount, and value of any work done, and materials
furnished, under or by reason of this Contract, and his estimates and decisions upon all claims,
questions, and disputes shall be final and conclusive upon the parties thereto.
5.2 Plans - The approved Plans will be supplemented by such working drawings as are
necessary to adequately control the Work. It is mutually agreed that all authorized alterations
affecting the requirements and information given on the approved plans shall be in writing. No
changes shall be made of any plan or drawing after the same has been approved by the Engineer,
except by direction of the Engineer.
-
Working Drawings for any structure shall consist of such detailed plans as may be required
for the prosecution of the work and are not included in the Plans furnished by the Engineer. They
shall include shop details, erection plans, masonry layout diagrams and bending diagrams for
reinforcing steel, approval of which by the Engineer must be obtained before any work involving
these plans shall be performed. Plans for cribs, cofferdams, falsework, centering, and form work
may also be required, and in such cases shall be likewise subject to approval unless approval be
waived by the Engineer.
It is understood, however, that approval by the Engineer of the Contractor's working drawings
does not relieve the Contractor of any responsibility for accuracy of dimensions and details, or of
mutual agreement of dimensions and details. It is mutually agreed that the Contractor shall be
responsible for agreement and conformity of his working drawings with the approved Plans and
Specifications.
The Contract price shall include the cost of furnishing all working drawings and the
Contractor will be allowed no extra compensation for such drawings.
5.3 Conformity with Plans and Allowable Deviations - The finished work in all cases
shall conform with lines, grades, cross-sections, and dimensions shown on the approved Plans; any
such deviations from the approved Plans and working drawings as may be required by the exigencies
of construction will in all cases be determined by the Engineer and authorized in writing.
5.4 Coordination of Plans, Specifications, and Special Provisions - These Specifications,
the Plans, Special Provisions, and all supplementary documents are essential parts of the Contract
and a requirement occurring in one is as binding as though occurring in all. They are intended to be
cooperative, to describe and provide for a complete Work. In case of discrepancy, figured
dimensions shall govern over scaled dimensions. Plans shall govern over Specifications, Special
-- Provisions shall govern over both Specifications and Plans.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
40
.-
.-
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5.5 Cooperation of Contractor - The Contractor will be supplied with copies of the Plans,
Specifications, and Special Provisions. The Contractor shall have available on the Work at all times,
one copy each of said Plans and Specifications and Special Provisions; he shall give the Work the
constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer
and with other contractors in every way possible. The Contractor shall at all times have a competent
English-speaking Superintendent, capable of reading and thoroughly understanding the Plans and
Specifications, as his agent on the Work, who shall receive instructions from the Engineer or his
authorized representatives. The Superintendent shall have full authority to execute the orders or
directions of the Engineer without delay and to promptly supply such materials, tools, plant,
equipment, and labor as may be required. Such Superintendent shall be furnished irrespective of the
amount of work sublet.
5.6 Inspectors - Inspectors employed by the Engineer shall be authorized to inspect all work
done and materials furnished. Such inspection may extend to all or any part of the Work and to the
preparation or manufacture of the materials to be used. An inspector may be stationed on the Work
to report to the Engineer as to the progress of the Work and the manner in which it is being
performed; also to report whenever it appears that the materials furnished and work performed by
the Contractor fail to fulfill the requirements of the Specifications and Contract, and to call to the
attention of the Contractor any such failure or other infringements. Such inspection, however, shall
not relieve the Contractor from any obligation to perform all the Work strictly in accordance with
the requirements of the Specifications. In case of any dispute arising between the Contractor and the
Inspector as to material furnished or the manner of performing the Work, the Inspector shall have
the authority to reject materials or suspend the Work until the question at issue can be referred to and
decided by the Engineer. The Inspector shall perform such other duties as are assigned to him. He
shall not be authorized to revoke, alter, enlarge, relax, or release any requirements of these
Specifications, not to approve or accept any portion of work, nor to issue instructions contrary to the
Plans and Specifications. The Inspector shall in no case act as Foreman or perform other duties for
the Contractor, nor interfere with the management of the Work by the latter. Any advice which the
Inspector may give the Contractor shall in no way be construed as binding the Engineer in any way,
nor releasing the Contractor from fulfillment of the terms of the Contract. Ordinarily one Inspector
will be employed by the City for each section of the Work under Contract; but if, on account of any
apparent disregard of these Specifications, additional Inspectors shall be required, they will be
employed by the City at the rate of $150.00 per diem each, and the cost of same charged to the
Contractor and deducted from the final payment.
5.7 Inspection - The Contractor shall furnish the Engineer with every reasonable facility for
ascertaining whether or not the work performed and materials used are in accordance with the
requirements and intent of the Specifications and Contract. If the Engineer requests it, the
Contractor shall at any time before final acceptance of the Work remove or uncover such portions
of the finished Work as may be directed. After examination the Contractor shall restore said portions
of the Work to the standard required by the Specifications. Should the Work thus exposed or
examined prove acceptable, the uncovering or removing, and the replacing of the covering or making
good of the parts removed, shall be paid for as "Extra Work," but should the work so exposed or
examined prove unacceptable, the uncovering or removing and the replacing of the covering or
making good of the parts removed, shall be at the Contractor's expense. No work shall be done nor
materials used without suitable supervision or inspection by the Engineer or his representative.
Failure to reject any defective work or material shall not in any way prevent later rejection when such
defect be discovered, or obligate the City to final acceptance.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
41
5.8 Failure to Remove and Renew Defective Materials and Work - Should the
Contractor fail or refuse to remove and renew any defective materials used or work performed, or
to make any necessary repairs in an acceptable manner and in accordance with the requirements of
these Specifications within the time indicated in writing, the Engineer shall have the authority to
cause the unacceptable or defective materials or work to be removed and renewed, or such repairs
as may be necessary, to be made at the Contractor's expense. Any expense incurred by the City in
making these removals, renewals or repairs, which the Contractor has failed or refused to make, shall
be paid for out of any monies due or which may become due the Contractor or may be charged
against the "Contract Bond" deposited; and continued failure or refusal on the part of the Contractor
to make any or all necessary repairs promptly, fully, and in an acceptable manner shall be sufficient
cause for the Board, at its option, may purchase materials, tools, and equipment and employ labor
or may contract with any other individual, firm, or corporation to perform the Work. All costs and
expenses incurred thereby shall be charged against the defaulting Contractor and the amount thereof
deducted from any monies due or which may become due him, or shall be charged against the
"Contract Bond" deposited. Any work performed, as described in this paragraph, shall not relieve
the Contractor in any way from his responsibility for the work performed by him.
5.9 Final Inspection - Whenever the Work provided and contemplated by the Contractor
shall have been satisfactorily completed and the final cleaning up performed, the Engineer shall
within ten (10) days, unless otherwise provided, make the final inspection.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
42
Section 6
-
CONTROL OF MATERIALS
6.1 Source of Supply and Quality of Materials - At the option of the Engineer the source
of supply for each of the materials shall be approved by the Engineer before the delivery is started.
Representative preliminary samples of the character and quality described shall be submitted by the
Contractor or producer for examination and tested in accordance with the methods referred to under
Samples and Tests, Paragraph 6.2. Only materials conforming to the requirements of these
Specifications and approved by the Engineer shall be used in the Work. All materials proposed to
be used may be inspected or tested at any time during their preparation and use. If, after trial, it is
found that sources of supply which have been approved do not furnish a uniform product, or if the
product from any sources proves unacceptable at any time, the Contractor shall furnish approved
material from other approved sources. No material which after approval has in any way become
unfit for use shall be used in the Work.
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6.2 Samples and Tests - For the purpose of assisting his judgment the Engineer may require
any or all materials to be subject to test by means of samples or otherwise as he may determine. The
Contractor shall afford such facilities as the Engineer may require for collecting and forwarding
samples and shall not make use of or incorporate in the Work any material represented by the
samples until the tests have been made and the materials found in accordance with the requirements
of the Specifications and are acceptable. The Contractor in all cases shall furnish and deliver the
required samples without charge. Samples shall be furnished sufficiently in advance so that the
results ofthe required tests may be secured prior to the incorporation of the material in the Work.
The manner of collecting and testing samples, as well as all apparatus and equipment used
for this purpose, shall conform to the A.S.T.M. Current Standards or Tentative Standards, as the case
may be, insofar as these are applicable - unless specifically stated otherwise.
6.3 Storage of Materials - Materials shall be stored so as to insure their preservation and
quality and fitness for the work, and shall be so located as to facilitate prompt inspection. Materials
improperly stored may be rejected without testing.
6.4 Defective Materials - All materials not conforming to the requirements of these
Specifications shall be considered as defective and all such materials, whether in place or not, shall
be rejected and shall be removed immediately from the site of the Work, unless otherwise permitted
by the Engineer. No rejected material, the defects of which have been subsequently corrected, shall
be used until approval has been given. Upon failure on the part of the Contractor to comply with any
order of the Engineer made under the provisions of this article, the Engineer shall have authority to
remove and replace defective material and to deduct the cost of removal and replacement from any
monies due or to become due the Contractor.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
43
Section 7
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LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
7.1 Laws to be Observed - The Contractor must familiarize himself and comply with all
Federal, State, County, and City laws, ordinances, or regulations, and govern himself accordance
with them. He shall indemnify and hold harmless the City, the Architects and all of its officers
agents, and servants against any claims or liability arising from, or based on, the violation of any
such laws, by-laws, ordinances, regulations, orders, or decrees, whether by himself or his employees.
7.1.1 The requirement of Chapter 31A, Section 27-31 Prevailing Wage is a
requirement of many construction contracts that exceed $1,000,000.00.
7.1.2
PUBLIC ENTITY CRIMES
A person or affiliate who has been placed on the convicted vendor list
following a conviction for public entity crimes may not submit a bid on a
contract to provide any goods or services to a public entity, may not submit
a bid on a contract with a public entity for the construction or repair of a
public building or public work, may not submit bids on leases of real property
to public entity, may not be awarded or perform work as a contractor,
supplier, sub-contractor, or consultant under a contract with a public entity,
and may not transact business with any public entity in excess of the
threshold amount provided in Sec. 287.017, for CATEGORY TWO for a
period of 36 months from the date of being placed on the convicted vendor
list.
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7.1.3 VENDOR APPLICATION
Prospective bidders should register with the DemandStar.com (the City's
Vendor Database Management firm); this will facilitate their receipt of future
notices of solicitations when they are issued. Potential bidders may contact
DemandStar.com at (800) 711-1712 or register on-line at
www.demandstar.com.
It is the responsibility of the bidder to inform DemandStar.com concerning any changes,
such as new address, telephone number, or commodities.
7.2 Permits, Licenses, Occupational Licenses - The Contractor shall procure all permits
and licenses as required, however, there will be no charge for the construction permits issued by the
City of Miami Beach. The Contractor shall also give all notices necessary and incident to the due
and lawful prosecution of the Work.
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7.3 Patented Devices, Materials, and Processes - It is mutually understood and agreed that
without exception contract prices are to include all royalties and costs arising from patents,
trademarks, and copyrights in any way involved in the Work. It is the intent that whenever the
Contractor is required or desires to use any design, device, material, or process covered by letters,
patent or copyright, the right for such use shall be provided for by suitable legal agreement with the
patentee or owner, and a copy of this agreement shall be filed with the Engineer; however, whether
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
44
. . or not such agreement is made or filed as noted, the Contractor and the Surety in all cases shall
indemnify and save harmless the City from any and all claims for infringement by reason of the use
of any such patented design, device, material, or process, to be performed under the Contract, and
shall indemnify the said City for any costs, expenses, and damages which it may be obliged to pay,
by reason of any such infringement, at any time during the prosecution or after completion of the
Work.
7.4 Right of Way - In cases where the Work is done on private property the City guarantees
the Contractor the right-of-way for the construction of the Work, but the Contractor must take all
precautions not to inconvenience the tenant or property owner any more than necessary. The right
is reserved to omit any sections of the Work which depend upon a right-of-way grant in case such
right-of-way is denied the City.
The Contractor shall have no claims for damage due to delay by the City in furnishing
necessary right-of-way, but should any such delay occur the Contractor shall be entitled to such
extension of time for the completion of his Contract as may be determined by the City to be
reasonable.
In case of damage to the work on account of work so done, the Engineer may direct the
Contractor to make the necessary repairs, and payment for such repairs will be made as provided
under "Extra Work." Should the Contractor refuse or neglect to make the said repairs within the time
specified, the Engineer shall have the authority to cause such repairs to be made, in which case the
Contractor shall not be relieved in any way from his responsibility for the work performed by him.
(-
7.5 Restoration of Surfaces Opened by Permit - Any individual, firm, or corporation
wishing to make an opening in the street must secure a permit from, and will be required to deposit
security with, the Engineer, in a suitable amount to cover the cost of making the necessary repairs,
and the Contractor shall not allow any person or persons to make an opening unless a duly
authorized permit from the City is presented.
The right is reserved to lay in the street or to repair any sewer, drain, conduit, main, or
service pipe or their accessories at any time before the completion of the Work. The Contractor is
to exercise such supervision thereof as will protect him against defects in the finished Work.
In case of damage to the work on account of work so done, the Engineer may direct the
Contractor to make the necessary repairs, and payment for such repairs will be made as provided
under "Extra Work." Should the Contractor refuse or neglect to make the said repairs within the
time specified, the Engineer shall have the authority to cause such repairs to be made, in which case
the Contractor shall not be relieved in any way from his responsibility for the work performed by
him.
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7.6 Sanitary Provisions - The Contractor shall provide and maintain at his own expense,
in a sanitary condition, such accommodations for the use of his employees as is necessary to comply
with the requirements and regulations of State and County Boards of Health. He shall commit no
public nuisance.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
45
7.7 Public Convenience and Safety - The Contractor shall conduct the Work so as to insure
the least obstruction to traffic practicable, and shall provide for the convenience of the general public
and of residents along and adjacent to the Work in a manner satisfactory to the Engineer. Materials
and equipment stored upon the Work shall be placed so as to cause as little obstruction to the public
as possible and shall be lighted and barricaded as hereinafter provided.
7.8 Closing Streets - Streets shall not be closed except when and where directed by the
Engineer, and whenever the street is not closed the Work must be so conducted that there shall at
all times be a safe passageway for traffic. Whenever it is necessary to divert traffic from any part
of the Work the Contractor shall provide and maintain a passable driveway as directed by the
Engineer.
Suitable barricades, danger warnings, detour signs, etc., as hereinafter provided, shall be
maintained by the Contractor in all cases and the Engineers office and the Fire Department shall
immediately be notified by telephone or otherwise upon the closing and/or opening of each street
or section thereof.
7.9 Barricades, Warnings, and Detour Signs - The Contractor shall provide, erect, and
maintain, at his own expense, barricades, danger warnings, and detour signs whenever they may be
necessary. He shall place sufficient lights on and/or near the Work and keep them burning from
twilight to sunrise; shall erect suitable barricades, railings, fences, and/or other protection about the
Work; provide all watchmen by day or night and take all other precautions that may be necessary;
shall maintain proper guards and lights for the prevention of accidents upon materials, supplies, and
- equipment, and take all other precautions that may be necessary for the proper protection of the
Work and public convenience and safety.
Streets closed to traffic shall be protected by effective barricades on which shall be placed
acceptable warning signs. The Contractor shall provide and maintain acceptable warning and detour
signs at all closures, intersections, and along the detour routes, directing the traffic around the closed
portion or portions of the Work, so that the temporary detour route or routes shall be indicated
clearly throughout its or their entire length.
7.10 Fire Hydrants, Gutters, Etc. - Fire hydrants on or adjacent to the Work shall be kept
accessible to the fire apparatus at all times and no material or obstructions shall be placed within ten
(10) feet of any such hydrant. Adjacent premises must be given access as far as practicable, and
obstruction of sewer inlets, gutters, and ditches will not be permitted.
7.11 Use of Explosives - Unless otherwise expressly stipulated herein, the use of explosives
is not contemplated in the prosecution of this Contract, and in no case will their use be permitted
without the written permission of the City Engineer and a permit issued by the Chief of the Fire
Department.
-
Where such permission for the use of explosives is obtained the Contractor shall use the
utmost care so as not to endanger life or property, and whenever directed the number and size of the
charges shall be reduced. All explosives shall be stored in a secure manner, and all such storage
places shall be marked clearly, "DANGEROUS EXPLOSIVES," and shall be in the care of
competent watchmen.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
46
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7.12 Preservation of Property - The Contractor shall preserve from danger all property
along the line of Work, the removal or destruction of which is not called for by the Plans. This
applies to public utilities, trees, lawns, buildings, fences, bridges, pavements, and other structures,
monuments, pipe, underground structures, etc., and wherever such property is damaged due to the
activities of the Contractor it shall be immediately restored to its original condition by the Contractor
and at his own expense.
The Contractor shall give due notice to any department or public service corporation
controlling manholes, valve jackets, meter boxes, street monuments, etc., prior to adjusting them to
grade, and shall be held strictly liable to the City if any such appliances are covered up during the
construction of the Work.
In such case of failure on the part of the Contractor to restore any such property, or make
good any damage or injury thereto, the Engineer may, upon forty-eight hours' notice, proceed to
repair, rebuild, or otherwise restore such property as may be deemed necessary and the cost thereof
will be deducted from any monies due or which may become due the Contractor under this Contract.
Nothing in this clause shall prevent the Contractor from receiving proper compensation for the
removal or replacement of any public or private property when same is made necessary by alteration
of grade or alignment, and such work is authorized by the Engineer, provided that such property has
not been damaged through fault of the Contractor, his employees, or agents.
7.13 Responsibility for Damage, Etc. - The Contractor shall indemnify and save harmless
the City, the Board, and all of its officers, agents, and employees from all suits, actions, or claims
of any character, name, and description brought for, or on account of, any injuries or damages
received or sustained by any person, persons, or property by or from the said Contractor, or by, or
in consequence of, any neglect in safeguarding the Work, or through the use of unacceptable
materials in the construction of the improvement, or by, or on account of any act of omission,
neglect, or misconduct of the said Contractor, or by, or on account of, any claims or amounts
recovered for any infringement of patent, trademark, or copyright, or from any claims or amounts
arising or recovered under the "Workmen's Compensation Law" or any other laws, by-laws,
ordinance, order or decree, and so much of the money due the said Contractor under and by virtue
of his Contract as shall be considered necessary by the Engineer may be retained for the use of the
City, or in case no money is due, his surety shall be held until such suit or suits, action or actions,
claim or claims, for injuries or damages, as aforesaid, shall have been settled and suitable evidence
to that effect furnished to the Engineer.
The Contractor guarantees the payment of all just claims for materials, supplies, tools, labor,
and other just claims against him or any subcontractor in connection with this Contract and his bonds
will not be released by final acceptance and payment by the City unless all such claims are paid or
released.
.-
7.14 Contractor Responsibility for Work - Until acceptance of the Work by the Board it
shall be under the charge and care of the Contractor and he shall take every necessary precaution
against injury or damage to any part thereof by the action of the elements or from any other cause
whatsoever arising from the execution or from the non execution of the Work. The Contractor shall
rebuild, repair, restore, and make good, at his own expense, all injuries or damages to any portion
of the Work occasioned by any of the above causes before its completion and acceptance except such
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
47
. . ordinary wear and tear as may be due to use on sections opened for service, as hereinafter provided.
,,-.
7.15 Opening of Section of Work for Service - Whenever, in the opinion of the Engineer,
any portion of the Work is in acceptable condition for use it shall be opened for service as may be
directed and such opening shall not be held to be in any way an acceptance of the work or any part
of it or as a waiver of any provisions of these Specifications and Contract. Necessary repairs or
renewals made on any section of the Work due to its being opened for use under instructions from
the Engineer, to defective materials or work, or to natural causes other than ordinary wear and tear,
pending completion and acceptance of the Work, shall be performed at the expense of the
Contractor.
7.16 No Waiver of Legal Rights - The City reserves the right, should an error be discovered
in the partial or final estimates, or should conclusive proofs of defective work or materials used by
or on the part of the Contractor be discovered after the final payment has been made, to claim and
recover by process of law such sums as may be sufficient to correct the error or make good the
defects in the work and materials.
r
7.17 Liabilities and Duties of Contractor Not Limited - The mention of any specific duty
or liability upon the Contractor in any part of the Specifications shall not be construed as a limitation
or restriction upon general liability or duty imposed upon the Contractor by the Specifications, said
reference to any specific duty or liability being for purposes of explanation only. No waiver of any
breach of the Contract shall constitute a waiver of any subsequent breach of any part thereof, nor of
the Contract.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
48
Section 8
,,-.
PROSECUTION AND PROGRESS
8.1 Subletting or Assigning Contracts - The Contractor will not be permitted to sublet,
assign, sell, transfer, or otherwise dispose of the Contract or any portion thereof, or of his right, title,
or interest therein to any individual, firm, or corporation without the written consent ofthe Board.
In case such approval is given the Contractor must file with the Engineer copies of all sub-Contracts.
No sub-Contracts or transfer of Contract shall in any case release the Contractor of his liability under
this Contract and Bond.
8.2 Progress of Work - It is understood and agreed that the Contractor shall commence
work not later than the time limit for beginning as set forth in the attached Proposal, and shall
provide an adequate force of labor and equipment to prosecute the Work at as many different points
as may be deemed necessary by the Engineer so as to insure the completion of the same within the
time limit for completion as set forth in the attached Proposal or Contract, except that where the
Contractor has more than one uncompleted Contract with the City, he is not to commence another
Contract nor place materials on the streets thereof without the consent of the Engineer.
8.3 Limitations of Operations - The work is to be confined, at anyone time, to five
squares, not to exceed 1,500 feet in length; and while the work is actually going on, as much as half
this length may be barricaded to entirely exclude traffic, but not over half; nor will two consecutive
street intersections be allowed to be entirely closed to exclude traffic except by written consent of
the Engineer. Street traffic is not to be needlessly obstructed but no street is to be opened to traffic
until the Engineer gives his consent. The Contractor may erect or maintain along the lines of his
work such tool boxes, sheds, storehouses, or other buildings as may be necessary, provided such
structures do not interfere with the reasonable use of the streets or sidewalks. The size, location, and
construction of these must be subject to the approval of the Engineer.
The Contractor hereby agrees to arrange his work and dispose his materials so as not to
interfere with the operations of other contractors engaged upon adjacent work and to join his work
to that of others in a proper manner in accordance with the spirit of the Plans and Specifications, and
to perform his work in the proper sequence in relation to that of other Contractors, all as may be
directed by the Engineer.
Each Contractor shall be held responsible for any damage done by him or his agents to the
work performed by another Contractor. Each Contractor shall so conduct his operations and
maintain the Work in such condition that adequate drainage shall be in effect at all times.
8.4 Character of Workmen and Equipment - The Contractor shall employ such
superintendents, foremen, and workmen as are careful and competent. Whenever the Engineer shall
determine that any person employed by the Contractor is, in his opinion, incompetent, unfaithful,
disorderly, or insubordinate such person shall, upon notice, be discharged from the Work and shall
not again be employed on it except with written consent of the Engineer.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
49
All workmen must have sufficient skill and experience to properly perform the work assigned
them. All workmen engaged on special work or skilled work, or in any trade, shall have had
sufficient experience in such work to properly and satisfactorily perform it and to operate the
equipment involved, and shall make due and proper effort to execute the Work in the manner
prescribed in these Specifications. Otherwise the Engineer may take action as above prescribed.
Should the Contractor fail to remove such person or persons, or fail to furnish suitable or
sufficient machinery, equipment, or force for the proper prosecution of the Work, the Engineer may
withhold all estimates which are or may become due, or may suspend the Work until such orders are
complied with. The equipment used on any portion of the Work shall be such that no injury to the
roadway, adjacent property, or other highways will result from its use; and no item of machinery or
equipment, after once being place on the Work, shall be removed without the consent of the
Engineer.
.-
8.5 Temporary Suspension of Work - The City or Engineer shall have the authority to
suspend the Work wholly or in part for such period or periods as may be deemed necessary due to
unsuitable weather or such other conditions as are considered unfavorable for the suitable
prosecution of the Work, or for such time as is necessary due to the failure on the part of the
Contractor to carry out orders given or perform any or all provisions of the Contract. If it should
become necessary to stop work for an indefinite period, the Contractor shall store all materials in
such manner that they will not obstruct or impede the traveling public unnecessarily, nor become
damaged in any way, and he shall take every reasonable precaution to prevent damage or
deterioration of the work performed; provide suitable drainage of the roadway by opening ditches,
shoulder drains, etc., and erect temporary structures where directed. The Contractor shall not
suspend the Work and shall not remove any equipment, tools, lumber, or other materials without the
written permission of the Engineer.
No allowance of any kind will be made for such suspension of work except an equivalent extension
of time for completion of the Contract.
8.6 Computation of Contract Time for Completion of the Work - Contractor shall
perform fully, entirely, and in accordance with these Specifications the Work contracted for within
specified time stated in the attached Proposal. In adjusting the contract time for the completion of
the Work, the length oftime expressed in days, during which the prosecution of the Work has been
delayed in consequence of any suspension of work ordered by the Engineer, or omission of the
Board and not by any fault of the Contractor, shall be added to the contract time as set forth in the
attached Proposal, all of which shall be determined by the Engineer, and whose determination shall
be binding and conclusive upon both parties to the Contract. If the satisfactory execution and
completion of the Contract shall require work or material in greater value than set forth in the
Contract, then the contract time shall be increased in the same ratio as the additional value bears to
the original value contracted for. No allowance shall be made for delay or suspension of the
prosecution of the Work due to fault or negligence of the Contractor.
-
No claim for damages shall be made or allowed on account of delay or postponement occasioned
by the precedence of other contracts which may be either let or executed before the execution of the
Contract, or on account of the streets or structures adjacent to the Work not being in the condition
contemplated by the parties at the time of making the Contract, or on account of delay in the removal
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
50
, . of obstructions; but if the Contractor shall be delayed in the performance of his work by reason of
the streets or structures adjacent to the Work not being in condition contemplated, or on account of
delay in the removal of obstructions, or by reason of the Work or any part thereof being suspended
on account of other contracts, or for any other reason, such allowance of time will be made as the
Engineer shall deem reasonable.
8.7 Failure to Complete the Work on Time - The Work to be done under this Contract is
to be begun on or before the date set forth in the attached Proposal, and shall be prosecuted with
proper dispatch towards completion to the satisfaction of the Engineer, and is to be fully completed
within the time limit set forth in the attached Proposal, and it is understood and agreed that the time
limit for the completion of said Work is of the essence of the Contract, and should the Contractor
fail to complete the Work on or before the date specified it is agreed that for each calendar day that
any work shall remain uncompleted, after the time specified in the attached Proposal, with any
extension of time which may be allowed by the Engineer for the completion of the Work provided
for in these Plans, Specifications, Special Provisions, and Contract, the sum per day given in the
following schedule shall be deducted from the monies due to the Contractor, not as a penalty but as
liquidated damages and added expense for supervision on each Contract:
Amount of Liquidated Damages and Estimated Cost of Supervision Per Day See Paragraph 3.2 of
Agreement
The Contractor shall take into account all contingent work which has to be done by other
parties, arising from any cause whatsoever, and shall not plead his want of knowledge of said
contingent work as an excuse for delay in his work or for its non- performance.
Nothing in this clause shall be construed as limiting the right of the Board to declare the
Contract forfeited, to take over the Work, or to claim damages for the failure of the Contractor to
abide by each and every one of the terms of this Contract as set forth and provided for in the General
Provisions, Special Provisions, and Specifications herein contained.
.-
8.8 Annulment of Contract - If the Contractor fails to begin the Work under Contract
within the time specified, or fails to perform the Work with sufficient workmen and equipment or
with sufficient materials to insure the prompt completion of said Work, or shall perform the Work
unsuitably, or shall neglect or refuse to remove materials or perform anew such work as shall be
rejected as defective and unsuitable, or shall discontinue the prosecution of the Work, or if the
Contractor shall become insolvent or be declared bankrupt, or commit any act of bankruptcy or
insolvency, or allow any fmal judgement to stand against him unsatisfied for a period of forty eight
(48) hours, or shall make an assignment for the benefit of creditors, or from any other cause
whatsoever shall not carry on the Work in an acceptable manner, the Engineer may give notice in
writing to the Contractor and his Surety of such delay, neglect, or default, specifying the same, and
if the Contractor, within a period often (10) days after such notice shall not proceed in accordance
therewith, then the Board shall upon written certificate from the Engineer of the fact of such delay,
neglect, or default and the Contractor's failure to comply with such notice, have full power and
authority, without violating the Contract, to take the prosecution of the work out of the hands of said
Contractor, to appropriate or use any or all materials and equipment on the ground as may be suitable
and acceptable and may enter into an agreement for the completion of said Contract according to the
terms and provisions thereof, or use such other methods as in its opinion shall seem advisable for
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
51
.--
r
r
, . the completion of said Contract in an acceptable manner.
All costs and charges incurred by the Board, together with the costs of completing the Work under
contract, shall be deducted from any monies due or which may become due said Contractor. In case
the expense shall exceed the sum which would have been payable under the Contract, then the
Contractor and the Surety shall be liable and shall pay to the City the amount of said excess.
8.9 Termination of Contractor's Responsibility - This Contract will be considered
complete when all work has been completed, final inspection made, and the work accepted by the
Board as hereinafter provided. The Contractor will then be released from further obligation except
as set forth in his bond, and except as provided in Article 7.16 of these Specifications.
BID NO: 138-99/00
DATE: 12ntOO (AMENDED)
CITY OF MIAMI BEACH
52
Section 9
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MEASUREMENT AND PAYMENT
9.1 Measurement of Quantities - All work completed under this Contract shall be
measured by the Engineer, according to United States Standard Measures. All measurements shall
be taken horizontal or vertical, except for paving surfaces, which will be taken along the actual
surface of the pavement. No allowance shall be made for surfaces laid over a greater area than
authorized or for material moved from outside of slope-stakes and lines shown on the Plans, except
where such work is done upon written instructions of the Engineer.
9.2 Scope of Payments - It is understood and agreed that the Contractor shall receive and
accept the prices and rates, as herein specified, in full payment for furnishing all materials, labor,
equipment, and tools, and for performing all the Work contemplated and embraced in the attached
Specifications and Proposal, also for all loss or damage arising out of the nature of the Work
aforesaid, or from the action of the elements or for any unforeseen difficulties or obstructions which
may arise or be encountered in the prosecution of the Work, until its final acceptance as hereinafter
provided for, and also for all risks of every description and all expenses incurred by or in
consequence of the suspension or discontinuance of the Work as herein provided for, or for any
infringement of patent, trademark, or copyright, and for the completion of the Work in accordance
with the Plans, Specifications, and Contract.
-
9.3 Payment and Compensation for Altered Quantities -When Alterations in Plans or
quantities of work not requiring Supplemental Agreements as hereinbefore provided for are ordered
and performed, the Contractor shall accept payment in full at the Contract unit price for the actual
quantities of work done; no allowance will be made for anticipated profits; increased or decreased
work involving Supplemental Agreements shall be paid for as stipulated in such agreement.
9.4 Force Account Work - All Extra Work done on a "Force Account" basis shall be
performed by such labor, teams, tools, and equipment as may be specified by the Engineer, and will
be paid for in the following manner:
(a) For all labor, teams, and foremen in direct charge of the specified operations, the
Contractor shall receive the current local rate of wages, to be agreed upon in writing before starting
such work, for every hour that said labor, teams, and foremen are actually engaged in such work, to
which shall be added an amount equal to 15 percent of the sum thereof which shall be considered
as full compensation for general supervision and the furnishing and repairing of small tools and
ordinary equipment used on the contract such as picks, hand shovels, plows, etc. In addition to the
above, the Contractor shall receive the actual cost for Social Security Taxes, Unemployment
Insurance, and Workmen's Compensation Insurance involved in such force account work, based on
the actual wages paid the said labor and foremen. No percentage will be added to the cost of such
taxes or insurance.
(b) For all materials used the Contractor shall receive the actual cost of such materials,
delivered at the site, as shown by the original receipted bills, but no percentage shall be allowed on
the cost of such materials.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
53
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I!::i For any special equipment or machinery, such as power driven rollers, tractors, trucks,
shovels, drills, concrete mixers, pumps, and hoists, also industrial railway equipment, crushers, etc.,
required for the economical performance of the work, the Engineer shall allow the Contractor a
reasonable rental price to be agreed upon in writing before such work is begun, for each and every
hour that said special equipment is in use on the work, to which sum no percentage shall be added.
The compensation as herein provided shall be received by the Contractor as payment in full
for Extra Work done on a force account basis.
The Contractor's representative and the Inspector shall compare records of extra work done
on a force account basis at the end of each day. Copies of these records shall be made in duplicate
upon a form provided for this purpose by the Inspector and signed by both the Inspector and the
Contractor's representative, one copy being forwarded, respectively, to the Engineer of his authorized
representative, and to the Contractor. All claims for extra work done on a force account basis shall
be submitted as hereinbefore provided by the Contractor upon certified statements, to which shall
be attached original receipted bills covering the costs of and the freight charges and hauling on all
materials used in such work, and such statements shall be submitted to the Engineer on the current
estimate of the month in which work was actually done.
9.5 Omitted Items - The City shall have the right to cancel the portions of the Contract
relating to the construction of any items therein by the payment to the Contractor of a fair and
equitable amount covering all items incurred prior to the date of cancellation or suspension of the
work by order of the Engineer.
".-
9.6 Partial Payments - If the Work progresses according to Contract, the Contractor will
be paid monthly ninety (90) percent of the value of the work completed, and materials furnished by
the Contractor under these Specifications, when such materials have been delivered, inspected, and
payments satisfactorily vouched for to the Engineer, provided the materials, in the judgment of the
Engineer, are such as will probably be incorporated in the Work within thirty (30) days; ten (10) per
cent of the amount due being reserved until a final settlement after the completion of the Work.
Contractor shall provide PARTIAL RELEASE OF LIENS with each Application for payment.
It is understood and agreed that the City may also deduct from any estimate, either partial
or final, the amount of any unsatisfied claim against the Contractor for labor, materials, teams,
equipment and/or other things as elsewhere provided herein.
Should any defective work or material be discovered previous to the final acceptance, or
should a reasonable doubt arise previous to the fmal acceptance as to the integrity of any part of the
completed Work, the estimate and payment for such defective or questioned work shall not be
allowed until the defect has been remedied and causes for doubt removed. The monthly payments
shall be approximate only, and all partial estimates and payments shall be subject to correction in
the final estimate and payment. If the total amount of the retained percentage of the Contract is
greatly in excess of the uncompleted portion of the Contract the Engineer may allow the Contractor
a portion of the suspended payment, provided that the City shall at all times retain an amount
sufficient to enable it to complete the uncompleted work in the Contract and liquidate unsatisfied
claims.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
54
.-
9.7 Acceptance and Final Payment - Whenever the improvement provided for under this
Contract shall have been completely performed on the part of the Contractor, and all parts of the
Work have been approved by the Engineer according to the Contract, and all trash, debris,
equipment, and other things used in the construction removed from the site of the construction and
from the adjoining land, the Engineer, after final inspection as provided herein, shall certify such fact
to the Board in writing, recommending the acceptance of the Work.
Upon acceptance of the Work by the Board, a Final Estimate showing the value of the Work
will be prepared by the Engineer as soon as the necessary measurements and computations can be
made all prior certificates or estimates upon which payments have been made being approximate
only and subject to correction in the Final Estimate.
The amount of the Final Estimate, less any sums that may have been deducted or retained
under the provisions of this Contract, will be paid to the Contractor within thirty (30) days after the
Final Estimate has been approved by the Board, provided that the Contractor has furnished to the
Board a sworn affidavit to the effect that all bills are paid and no suits are pending in connection with
the Work done under this Contract. Upon this final payment the City is to be released from all
liability whatever growing out of this Contract.
No final payment shall be made without the submittal of the following documents: the
FINAL RELEASE OF LIEN, THE FINAL RELEASE OR LETTER OF APPROVAL OF
THE SURETY COMPANY, the FINAL CERTIFICATE OF COMPLETION or FINAL
CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL, a LETTER OF
FINAL COMPLETION or LETTER OF FINAL ACCEPTANCE from the AlE of record,
approved by the City.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
55
Section 10
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SPECIAL PROVISIONS
10.1
WORKMEN'S COMPENSATION: Before starting work the Contractor shall furnish
satisfactory evidence that he has complied with the Workmen's Compensation Act of the
State of Florida, and any amendments thereto, and all laws pertaining to the protection of
his employees.
10.2
BONDS: Bid and Contract Bonds will be required. A cashier's check, treasurer's check,
bank draft of any National or State bank, or Bid Bond payable to the order of the City of
Miarni Beach executed by the bidder in the amount of not less than five (5%) percent of
the total bid shall accompany each proposal. The Performance and Payment Bonds shall
each be in the amount of one hundred (100%) percent of the contract price, submitted by
the successful bidder and placed through a Miami Beach agency where practicable.
10.3
PROTECTION TO PUBLIC: The Contractor shall erect and maintain barricades and
warning signs to protect the public during the course of the work.
The Contractor shall take every precaution to protect the abutting properties and minimize
the possibility of damage to same. Contractor shall be liable for restoration of all property
including City property.
10.4 LEGAL LIABILITY: All suits, actions, or claims of whatever nature which, may arise
occasioned either directly or indirectly by the work provided for under the Specifications
herein, shall be assumed by the Contractor and the City Commission and all its officers,
agents, employees shall be indemnified and saved harmless therefrom.
10.5 F AMILIARIZA TION: The Contractor shall visit the site of proposed work in order to
become familiar with existing conditions at the site.
10.6 PERMITS: The Contractor shall procure all permits and licenses as required, however,
there will be no charge for the construction permits issued by the City of Miami Beach.
10.7 CONFLICT BETWEEN SPECIAL PROVISIONS AND GENERAL PROVISIONS:
In case of conflict between the requirements of Special Provisions and General
Provisions, the requirements of the Special Provisions will prevail.
10.8 LIMITATIONS OF OPERATIONS:
No work shall be accomplished on Saturdays and Sundays. No work shall take place
between the hours of 6:00 p.m. and 7:00 a.m., however contractor may take necessary
precautions to protect work already accomplished. Any work that the contractor finds
necessary to provide during the above days and times, must obtain written permission
from the Property Management Director or designated representative.
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BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
56
Technical Specifications
.-
I.
Plans and specifications prepared by Carr Smith Corradino.
1. Technical Specifications: (DIVISIONS 1 - 16 )
~
DIVISION 1 - GENERAL REOUlREMENTS
DIVISION 2.1 - SITEWORK
DIVISION 2.2 - SITEWORK
DIVISION 3 - CONCRETE
DIVISION 4 - MASONRY
DIVISION 5 - METALS
DIVISION 6 - WOOD AND PLASTICS
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
DIVISION 8 - DOORS AND WINDOWS
DIVISION 9 - FINISHES
DIVISION 10 - SPECIALTIES
DIVISION 11 - EOUlPMENT (NOT USED)
DIVISION 12 - FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISIONIS-MECHANICAL
DIVISION 16 - ELECTRICAL
2. DrawingslPlans for the Scott Rakow Youth Center (dated August 11,2000)
(INDEX OF DRAWINGS)
(1) COVER SHEETILOCATION MAP
(1) GENERAL NOTES (AO.OO)
(1) SURVEY (SU-l)
(4) CIVIL (C-2 - C-5)
(2) LANDSCAPING (LA-l/IR-l)
(25) ARCHITECTURAL (AO.Ol - A8.03)
(2) LIFE SAFETY (LS-l.l- LS-1.2)
(9) STRUCTURAL (S-1 - S-9)
(7) MECHANICAL (AC-l- AC-7)
(9) ELECTRICAL (E-l -E-9)
(5) ELECTRICALIPLUMBING (P-l - P-5)
(66) TOTAL DRA WINGSIPLANS
,,-.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
57
. . DIVISION 3. LOBBYISTS
.-.
Sec. 2-481. Definitions.
The following words, terms and phrases, when used in this division, shall have the meanings ascribed to them in this
section, except where the context clearly indicates a different meaning:
Advisory personnel means the members of those city boards and agencies whose sole or primary responsibility is to
recommend legislation or give advice to the city commissioners.
Autonomous personnel includes but is not limited to the members of the housing authority, personnel board, pension
boards, and such other autonomous or semi-autonomous authorities, boards and agencies as are entrusted with the
day-to-day policy setting, operation and management of certain defined functions or areas of responsibility.
Commissioners means the mayor and members of the city commission.
Departmental personnel means the city manager, all assistant city managers, all department heads, the city attorney, chief
deputy city attorney and all assistant city attorneys; however, all departmental personnel when acting in connection with
administrative hearings shall not be included for purposes of this division.
Lobbyist means all persons employed or retained, whether paid or not, by a principal who seeks to encourage the passage,
defeat or modification of any ordinance, resolution, action or decision of any commissioner; any action, decision,
recommendation of any city board or committee; or any action, decision or recommendation of any personnel defined
in any manner in this section, during the time period of the entire decision-making process on such action, decision or
recommendation that foreseeably will be heard or reviewed by the city commission, or a city board or committee. The
term specifically includes the principal as well as any agent, attorney, officer or employee of a principal, regardless of
whether such lobbying activities fall within the normal scope of employment of such agent, attorney, officer or employee.
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Quasi-judicial personnel means the members of the planning board, the board of adjustment and such other boards and
agencies of the city that perform such quasi-judicial functions. The nuisance abatement board, special master hearings
and administrative hearings shall not be included for purposes of this division,
(Ord. No. 92-2777, ~~ 1,2,3-4-92; Ord. No. 92-2785, ~~ 1,2,6-17-92)
Cross reference(s)--Defmitions generally, ~ 1-2.
Sec. 2-482. Registration.
(a)
(I)
(2)
(3)
(4)
(5)
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All lobbyists shall, before engaging in any lobbying activities, register with the city clerk. Every person required
to register shall register on forms prepared by the clerk, pay a registration fee as specified in appendix A and
state under oath:
His name;
His business address;
The name and business address of each person or entity which has employed the registrant to lobby;
The commissioner or personnel sought to be lobbied; and
The specific issue on which he has been employed to lobby.
(b) Any change to any information originally filed, or any additional city commissioner or personnel who are
also sought to be lobbied shall require that the lobbyist file an amendment to the registration forms, although
no additional fee shall be required for such amendment The lobbyist has a continuing duty to supply
information and amend the forms filed throughout the period for which the lobbying occurs.
If the lobbyist represents a corporation, partnership or trust, the chief officer, partner or beneficiary shall also
be identified. Without limiting the foregoing, the lobbyist shall also identify all persons holding, directly or
indirectly, a five percent or more ownership interest in such corporation, partnership, or trust
(d) Separate registration shall be required for each principal represented on each specific issue. Such issue shall
be described with as much detail as is practical, including but not limited to a specific description where
applicable of a pending request for a proposal, invitation to bid, or public hearing number. The city clerk
shall reject any registration statement not providing a description of the specific issue on which such
lobbyist has been employed to lobby.
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(e) Each person who withdraws as a lobbyist for a particular client shall file an appropriate notice of
withdrawal.
(I) In addition to the registration fee required in subsection (a) of this section, registration of all lobbyists shall
be required prior to CX:tober 1 of every even-numbered year; and the fee for biennial registration shall be
as specified in appendix A.
(g) In addition to the matters addressed above, every registrant shall be required to state the extent of any
business, fmancial. familial or professional relationship, or other relationship giving rise to an appearance
of an impropriety, with any current city commissioner or personnel who is sought to be lobbied as identified
on the lobbyist registration fonn filed.
(h) The registration fees required by subsections (a) and (I) of this section shall be deposited by the clerk into
a separate account and shall be expended only to cover the costs incurred in administering the provisions
of this division. There shall be no fee required for filing a notice of withdrawal, and the city manager shall
waive the registration fee upon a fmding of financial hardship, based upon a sworn statement of the
applicant. Any person who only appears as a representative of a nonprofit corporation or entity (such as a
charitable organization, a neighborhood or homeowner association, a local chamber of commerce or a trade
association or trade union), without special compensation or reimbursement for the appearance, whether
direct, indirect or contingent, to express support of or opposition to any item, shall not be required to
register with the clerk as required by this section. Copies of registration fonns shall be furnished to each
commissioner or other personnel named on the fonns.
(Ord. No. 92-2777, ~ 3, 3-4-92; Ord. No. 92-2785, ~ 3, 6-17-92)
~
Sec. 2-483. Exceptions to registration.
(a) Any public officer, employee or appointee or any person or entity in contractual privity with the city who
only appears in his official capacity shall not be required to register as a lobbyist.
(b) Any person who only appears in his individual capacity at a public hearing before the city commission,
planning board, board of adjustment, or other board or committee and has no other communication with the
personnel defined in section 2-481, for the purpose of self-representation without compensation or
reimbursement, whether direct, indirect or contingent, to express support of or opposition to any item, shall not
be required to register as a lobbyist, including but not limited to those who are members of homeowner or
neighborhood associations. All speakers shall, however, sign up on fonns available at the public hearing.
Additionally, any person requested to appear before any city personnel, board or commission, or any person
compelled to answer for or appealing a code violation, a nuisance abatement board hearing, a special master
hearing or an administrative hearing shall not be required to register, nor shall any agent, attorney, officer or
employee of such person.
(Ord. No. 92-2777, ~~ 4, 5, 3-4-92; Ord. No. 92-2785, ~~ 4, 5, 6-17-92)
Sec. 2-484. Sign-in logs.
In addition to the registration requirements addressed above, all city departments, including the offices of
the mayor and city commission, the offices of the city manager, and the offices of the city attorney, shall
maintain signed sign-in logs for all noncity employees or personnel for registration when they meet with any
personnel as defined in section 2-481.
(Ord. No. 92-2785, ~ 6, 6-17-92)
Sec. 2-485. List of expenditures.
(a) On October I of each year, lobbyists shall submit to the city clerk a signed statement under oath listing all
lobbying expenditures in the city for the preceding calendar year. A statement shall be filed even if there
have been no expenditures during the reporting period.
(b) The city clerk shall publish logs on a quarterly and annual basis reflecting the lobbyist registrations filed.
All logs required by this section shall be prepared in a manner substantially similar to the logs prepared for
the state legislature pursuant to F.S. ~ 11.0045.
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@ All members of the city commission and all city personnel shall be diligent to ascertain whether persons
required to register pursuant to this section have complied with the requirements of this division.
Commissioners or city personnel may not knowingly permit themselves to be lobbied by a person who is
not registered pursuant to this section to lobby the commissioner or the relevant committee, board or city
personnel.
(d) The city attorney shall investigate any persons engaged in lobbying activities who are reported to be in
violation of this division. The city attorney shall report the results of the investigation to the city commission.
Any alleged violator shall also receive the results of any investigation and shall have the opportunity to rebut
the findings, if necessary, and submit any written material in defense to the city commission. The city
commission may reprimand, censure, suspend or prohibit such person from lobbying before the commission
or any committee, board or personnel of the city.
(Ord. No. 92-2777, ~ 6, 3-4-92; Ord. No. 92-2785, ~ 7, 6-17-92)
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(b)
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DIVISION 4. PROCUREMENT
Sec. 2-486. Cone ohilence.
(a)
Contracts for the provision of goods and services other than audit contracts.
(I) Defmition. "Cone ofsilencen is hereby defmed to mean a prohibition on: (a) any communication regarding
a particular request for proposal (nRFpn), request for qualifications (nRFQn), request for letters of interest
(nRFLIn), or bid between a potential vendor, service provider, bidder, lobbyist, or consultant and the city's
professional staff including, but not limited to, the city manager and his or her staff; and (b) any
communication regarding a particular RFP, RFQ, RFLI, or bid between the mayor, city commissioners, or
their respective staffs, and any member of the city's professional staff including, but not limited to, the city
manager and his or her staff. Notwithstanding the foregoing, the cone of silence shall not apply to
competitive processes for the award of CDBG, HOME, SHIP and Surtax Funds administered by the city
office of community development, and communications with the city attorney and his or her staff.
(2) Procedure.
a. A cone of silence shall be imposed upon each RFP, RFQ, RFLI, and bid after the advertisement of said
RFP, RFQ, RFLI, or bid. At the time of imposition of the cone of silence, the city manager or his or
her designee shall provide for public notice of the cone of silence. The city manager shall include in
any public solicitation for goods and services a statement disclosing the requirements of this division.
b. The cone of silence shall tenninate a) at the time the city manager makes his or her written
recommendation as to selection of a particular RFP, RFQ, RFLI, or bid to the city commission;
provided, however, that if the city commission refers the manager's recommendation back to the city
manager or staff for further review, the cone of silence shall be reimposed until such time as the
manager makes a subsequent written recommendation, or b) in the event of contracts for less than
$10,000.00, when the city manager executes the contract.
(3) Exceptions. The provisions of this ordinance shall not apply to oral communications at pre-bid conferences,
oral presentations before evaluation committees, contract discussions during any duly noticed public
meeting, public presentations made to the city commissioners during any duly noticed public meeting,
contract negotiations with city staff following the award of an RFP, RFQ, RFLI, or bid by the city
commission, or communications in writing at any time with any city employee, official or member of the
city commission, unless specifically prohibited by the applicable RFP, RFQ, RFLI, or bid documents. The
bidder or proposer shall file a copy of any written communications with the city clerk. The city clerk shall
make copies available to any person upon request.
Audit contracts.
(1) "Cone ofsilencen is hereby defmed to mean a prohibition on: (a) any communications regarding a particular
RFP, RFQ, RFLI, or bid between a potential vendor, service provider, bidder, lobbyist, or consultant and
the mayor, city commissioners or their respective staffs, and any member of the city's professional staff
including, but not limited to the city manager and his or her staff, and (b) any oral communication regarding
a particular RFP, RFQ, RFLI, or bid between the mayor, city commissioners or their respective staffs and
any member of the city's professional staff including, but not limited to, the city manager and his or her staff.
Notwithstanding the foregoing, the cone of silence shall not apply to communications with the city attorney
and his or her staff.
(2) Except as provided in subsections (b)(3) and (b)(4) hereof, a cone of silence shall be imposed upon each
RFP, RFQ, RFLI, or bid for audit services after the advertisement of said RFP, RFQ, RFLI, or bid. At the
time of the imposition of the cone of silence, the city manager or his or her designee shall provide for the
public notice of the cone of silence. The cone of silence shall tenninate a) at the time the city manager
makes his or her written recommendation as to the selection of a particular RFP, RFQ, RFLI, or bid to the
city commission; provided, however, that if the city commission refers the manager's recommendation back
to the city manager or staff for further review, the cone of silence shall be reimposed until such time as the
manager makes a subsequent written recommendation, or b) or in the event of contracts for less than
$10,000.00, when the city manager executes the contract.
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(3) Nothing contained herein shall prohibit any bidder or proposer: (I) from making public presentations at duly
noticed pre-bid conferences or before duly noticed evaluation committee meetings; (ii) from engaging in
contract discussions during any duly noticed public meeting; (iii) from engaging in contract negotiations
with city staff following the award ofan RFP, RFQ, RFLl, or bid for audit by the city commission; or (iv)
from communicating in writing with any city employee or official for purposes of seeking clarification or
additional information from the city or responding to the city's request for clarification or additional
information, subject to the provisions of the applicable RFP, RFQ, RFLl, or bid documents. The bidder or
proposer shall file a copy of any written communication with the city clerk. The city clerk shall make copies
available to the general public upon request.
(4) Nothing contained herein shall prohibit any lobbyist, bidder, proposer, or other person or entity from
publicly addressing the city commissioners during any duly noticed public meeting regarding action on any
audit contract. The city manager shall include in any public solicitation for auditing services a statement
disclosing the requirements of this division.
@
Violations/penalties and procedures. An alleged violation of this section by a particular bidder or proposer shall
subject said bidder or proposer to the same procedures set forth in section 2-457, shall render any RFP award,
RFQ award, RFLl award, or bid award to said bidder or proposer void, and said bidder or proposer shall not
be considered for any RFP, RFQ, RFLl or bid for a contract for the provision of goods or services for a period
of one year. Any person who violates a provision of this division shall be prohibited from serving on a city
evaluation committee. In addition to any other penalty provided by law, violation of any provision of this
division by a city employee shall subject said employee to disciplinary action up to and including dismissal.
Additionally, any person who has personal knowledge ofa violation of this division shall report such violation
to the state attorney and/or may file a complaint with the county ethics commission.
(Ord. No. 99-3164, ~ I, 1-6-99)
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ORDINANCE NO 2000-3234
AN ORDINANCE OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA, AMENDING CHAPTER 2, ARTICLE VI, ENTITLED
"PROCUREMENT", BY CREATING DIVISION 5, ENTITLED "DEBARMENT", SECTIONS
2-397 THROUGH 2-406 OF THE CODE OF THE CITY OF MIAMI BEACH, FLORIDA,
PROVIDING FOR DEBARMENT OF CONTRACTORS FROM CITY WORK; PROVIDING
FOR SEVERABILITY; CODIFICATION; REPEALER; AND AN EFFECTIVE DATE.
NOW THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA:
SECTION 1. Miami Beach City Code, Chapter 2, entitled" Administration", Article VI, entitled
"Procurement", is hereby amended by adding the following Division 5, entitled-
"Debarment of Contractors from City Work" reading as follows:
Division 5. Debarment of contractors from City work.
Section 2-397 PurlJose Qf debarment.
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(<I) The City shall solicit offers from. award contracts to. and consent to subcontractors with
re&ponsible contractors only: To effectuate this police. the debarment of contractors from City
work mav be undertaken.
(b) The serious nature of debarment reQ)lires that this sanction be imJ'osed only when it is in
the public interest for the Citv's \)rotection. and not for prn:poses of punishment. Debarment
shall be imposed in accordance with the procedures contained in this ordinance.
Section 2-398 Definitions.
(qIAffiliates. Business concerns. or~anizations. lobbvists or other individuals are affiliates of
each other if. directly or indirectly. (J) either one controls or has the power to control the other.
or (ii) a third part controls or has the power to control both. Indicia of control include. but are
not limited to. a fiduciary relation which results from the manifestation of consent by one
individual to another that the other shall act on his behalf and subiect to his control. and
consent by the other so to act: interlockin~ mana~ement or ownership: identity of interests
among family members: shared facilities and equipment: common use of employees: or a
business entity organized by a debarred entity. individual. or affiliate followin~ debarment of a
contractor that has the same or similar mana~ement. ownership. or principal emJ'loyees as the
contractor that was debarred or suspended.
(b) Civil iudgment means a iudl!ment or findin~ of a civil offense by any court of
competent iurisdiction.
,'-
~ Contractor means any individual or other legal entity that:
(1) Directly or indirectly (e.g. throu~h an affiliate). submits
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offers for is awarded.. or reasonably may be expected to submit offers or be awarded a City
contract. includin~. but not limited to vendors. suppliers. providers. bidders. proposers.
consultants. and/or desi~n professionals. or
(2) Conducts business or reasonable man be expected to conduct business. with the City as
an a~ent.. representative or subcontractor of another contractor.
(d) Conviction means a iud~ement or conviction of a criminal offense. be it a felonv or
misdemeanor. by any court of competent iurisdiction. whether entered llPon a verdict or a
plea. and includes a conviction entered upon a plea of nolo contendere
(ei Debarment means action taken by the Debarment Committee to exclude a contractor
(and. in limited instances specified in this ordinance. a bidder or proJ)oser from Citv
contractin~ and City approved subcontractin~ for a reasonable. specified period as provided
in subsection (j) below: a contractor so excluded is debarred.
(f) Debarment Committee means a ~rol1P of seven (7) individual members. each lIPPointed
by the M!\)'or and individual City Commissioners. to evaluate and. if warranted. to impose
debarment.
(g) :'1 ~polltiel ana Greater weiIJht Qf the evidence means oroQf by ilJ,formation that.
comDared with that oODosinfJ it leads to the cone/usion that the fact at issue is more
Drobably true than not.
(h) Indictment means indictment for a criminal offense. An information or other filin~ bv
competent authority char~in~ a criminal offense shall be ~iven the same effect as an
indictment.
(I) LeIJal oroceedinfJ means any civil iudicial proceedin~ to which the City is a party or any
criminal proceedinl!. The term includes appeals from such proceedin~s.
(j) List Q/ debarred contractors means a list comoiled. maintained and distributed by the
Citys Procurement Office. containin~ the names of contractors debarred under the
procedures of this ordinance.
Section 2-399 List Qf debarred contractors
(a) The City's Procurement Office. is the aIJen,<v charIJed with the imDlementation Qithis
ordinance shall'
(] i ComDile and maintain a current consolidated list (List! of all contractors debarred bv City
deDartments Such List shall be Dublic record and shall be available for Dublic insoection and
dissemination:
(2 i Periodicallv revise and distribute the List and issue sUDDlements. if necessary. to all
deDartments. to the Qfjice of the City Manager and to the Mqyor and City Commissioners' and
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W Included in the List shall be the name and telenhone number of the City Qfficial resnonsible for
its maintenance and distribution
(hI The List shall indicate:
(] 1 The names and addresses Qf all contractors debarred. in alnhabetical order:
(2) The name q,fthe denartment that recommends initiation Qfthe debarment action:
(31 The cause for the debarment action as is fUrther described herein or other statutorv or
regulatory authority.
(4) The effect Qfthe debarment action'
(5) The termination date for each listinr:
(61 The contractor's certificate Qf comnetence or license number. when annlicable:
(71 The nerson throU';:h whom the contractor is qualified when apnlicable:
(~I The name and televhone number Qf the voint Qf contact in the de,partment recommendinf[ the
debarment action.
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<<::> The City's Procurement Qffice shall:
(V In accordance with internal retention nrocedures maintain recordv relating to each
debarment:
(21 Establish nrocedures to nrovide for the I/flective use Qf the List. includinv internal
distribution thereQf. to ensure that denartments do not solicit offers from. award contracts to or
consent to subcontracts with contractors on the List: and
(~) Remond to inquiries concernin'{ listed. contractors and coordinate such resnonses with the
denartment that recommended the action.
Section 2-400 F;,ffect Qf debarment.
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(ll) Debarred contractors are excluded from receivinr contracts. and denartments shall not
solicit Qffers from award contracts to. or consent to subcontracts with these contractors unless
the City Mana'ler determines that an emervency exists iustifvin'l such action. and obtains
apnroval from the Mqyor and City Commission. which qpproval shall be 'liven bv 5/7ths vote Qf
the Citv Commission at a re'{Ular/y scheduled City Commission meetinv. Debarred contractors
are also excluded from conductin'l business with the City as a'lents revresentatives
subcontractors or
nartners of other contractors.
iQ,) Debarred contractors are excluded from actinr as individual sureties.
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Section 2-40 I Continuation of current contracts.
(q) Commencinf{ on the effective date q.fthis ordinance all Dronosed City contracts as well as
Request for ProDosals (RFP) Request for Qualifications (RFQ) Requests for Letters qf Interest
(RFLIJ. or bids issued be the Citv. shall incornorate this ordinance and svecifY that debarment
mav constitute wounds for termination qf the contract as well as disqualification from
consideration on anv RFP. RFO RFLI or bid
(Il) The debarment shall take e,ffect in accordance with the notice nrovided bv the City Mana~er
nursuant to subsection 2-405(h) below. exceDt that if a City denartment has contracts or
subcontracts in existence at the time the contractor was debarred the debarment period mqy
commence unon the conclusion of the contract subiect to anDroval Qf same be 5/7ths vote Qf the
Mqyor and City Commission at a re'lJllarlv scheduled meeting.
I!':l City denartments mqy not renew or otherwise extend the duration Qf current contracts or
consent to subcontracts with debarred contractors. unless the City Manar;er determines that an
emervent;)' exists iustifvinf{ the renewal or extension or for an aynroved extension due to delqy
or time extension for reasons bevond the contractor's control. and such action is aClproved bv
5/7ths vote Qf the Mqyor and Citv Commission at a re~larly scheduled meetinv.
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(4) No further work shall be awarded to a debarred contractor in connection with a continuinf{
contract. where the work is divided into seDarate discrete wouns and the City's r~fusal or denial
Qffurther work under the contract will not result in a breach of such contract.
Section 2-402 Restrictions on subcontractinJ:
(a) When a debarred contractor is nroDosed as a subcontractor for any subcontract subiect to
City annroval. the denartment shall not consent to subcontracts with such contractors unless the
City Manar;er determines that an emergencv exists iustifYing such consent. and the Mqyor and
City Commission annroves such decision. bv 5/7ths vote. at a rel!Ularlv scheduled meetinf{.
0) The City shall not be resDonsible for a'tv increases in DrQiect costs or other exnenses incurred
bv a contractor as a result of re,iection qf Dronosed subcontractors Dursuant to subsection 2-
402(a) above. provided the subcontractor was debarred nrior to bid oneninf{ or oneninf{ of
Dronosals. where the contract was awarded be the Citv Dursuant to an RFP. RFo. RFLI. or bid
Section 2-403 Debarment.
(q) The Debarment Committee mav in the nublic interest debar a contractor for anv Qf the
causes listed in this ordinance. usinf{ the Drocedures outlined below The existence of a cause for
debarment however does not necessari/v require that the contractor be debarred: the
seriousness Qf the contractor's acts or omissions and anv mitir;atinf{ factors should be
considered in makinf{ anv debarment decision.
,,-.
(b,) Debarment constitutes debarment qf all Qfjicers. directors shareholders owninf{ or
controllinv twenty-five (25) Dercent qf the stock nartners. divisions or other orf{anizational
elements of the debarred contractor. unless the debarred decision is limited bv its terms to
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.wecific divisions. organizational elements or commodities The Debarment Committee's
decision includes any existinfJ qfjiliates of the contractor if they are eIJ sDecificallv named and
(iil given written notice q/ the DroDosed debarment and an oDDortunitv to resDond F'titffl c:
qlfi:ia&J qftJ1l: C01Jtlat:ffll afe .Jh~iect to fhe IXhmlJullt COfllmitffe'J dlei3itJ1I.
i(d A contractor's debarment shall be r:.f/ective throughout Citv Government.
Section 2-404 Causes for debarment
('I.) The Debarment Committee shall debar a contractor for a conviction or civil iudrmlent.
(]) For commission Ql a fraud or a criminal Qf/ense in connection with obtaininr: attemDting
to obtain. Derforming. or makin'if a claim UDon a Dublic contract or subcontract. or a contract
or subcontract funded in whole or in Dart with Dublic funds'
(2) For violation Q(federal or State antitrust statutes relatinr: to the submission Qf offers:
(~) For commission Qf embezzlement. th~fi. forf{ery. bribery. falsification or destruction Qf
records makinr: false statements. or receivinfJ stolen DrODertv:
(4) Which makes the City the DrevailinfJ party in a lefJal Droceeding. and a court determines
that the lawsuit between the contractor and the Citv was frivolous or filed in bad faith.
(b) The Committee mqy debar a contractor. (and limited instances set forth hereinbelow. a
bidder or DroDoserJ based UDon a 1" e"/j/lda Iffree the fJreater weight of the evidence. for:
(1) Violation of the terms Qf a City contract or subcontract. or a contract or subcontract
funded in whole or in Dart bv City funds such as failure to nerform in accordance with the
terms Qf one (1 J or more contracts as certified bv the City deDartment administerinf! the
contract: or the failure to Derform. or unsati$.factori{v Derform in accordance with the terms of
one (1) or more contracts. as certified bv an indeDendent refJistered architect. enfjineer or
general contractor.
(2) Violation of a City ordinance or administrative order which lists debarment as a Dotential
Denalty.
(3) All.. CJn1ef Ctfti3e ~~,'1ic,'14fftcts t}u llJrJt'J1l8ibility lJ..f {j ern, cantl aCffll (jl JfibctJllN tieffll in
"11:ftJl1uinr elf>- r~{jl'}t
Section 2-405 Debarment Drocedures.
(a) Requests for the debarment qf contractors mqy be initiated by a City DeDartment or Q.v a citizen-at
large and shall be made in writinfJ to the Qfjice Qf the City Mana'{er. [[pon receipt Qf a request for
debarment. the City Mana'{er shall transmit the request to the Mqyor and City Commission at a regularlv
scheduled meetinf! The Mqyor and Citv Commission shall transmit the request to a Derson or Dersons who
shall be charged bv the City Commission with the duty Q,f DromDtly investifJatin'{ and DreDarin'{ a written
report(s) concerninfJ the DroDosed debarment includinfJ the cause and wounds for debarment as set forth
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in this ordinance.
(b) Upon comnletion qf the qforestated written renort. the City Manarer shall forward said renort to the
Debarment Committee. The City's Procurement Qffice shall act as stqlf to the Debarment
Committee and with the assistance of the Cil) dq":1I (mOlt nerson or versons which vrevared the
renort. nresent evidence and ar'{Ument to the Debarment Committee
<<:I Notice qf nrovosal to debar. Within ten workinr dqys of the Debarment Committee havin'iJ received
the request for debarment and written renort. the City's Procurement Qffice. on behalf qf the Debarment
Committee shall issue a notice of nrovosed debarment advisin'iJ the contractor and anv s.pecificallv
named qffiliates. bv certified mail return receivt requested or nersonal service containin'iJ the
followin'iJ i1J.formation:
(1) That debarment is beinl! considered:
(2) The reasons and causes for the nronosed debarment in terms sll.fficient to nut the contractor and anv
named qffiliates on notice Qf the conduct or transactiones) unon which it is based:
.--
(3) That a hearinr shall be conducted br:fore the Debarment Committee on a date and time not less than thirty
(30) davs after service of the notice. The notice shall also advise the contractor that it mav be revresented bv an
attornev. mav Dresen! documentarv evidence and verbal testimonv and mav cross-examine evidence and testimonv
Dresented aea;nst it
(4) The notice shall also describe the e.,lfect Qf the issuance qf the notice Qf nroDosed debarment. and of the
votential effect Qf an actual debarment
(d) No later than seven (7) workinr dqys. vrior to the scheduled hearin'iJ date. the contractor must furnish
the City's Procurement Office a list of the defenses the contractor intends to Dresent at the hearing.
If the contractor fails to submit the list,
in writin'iJ. at least seven (7l working dqys nrior to the hearin'iJ or fails to seek
an extension Qftime within which to do so the contractor shall have
waived the onnortunity to be heard at the hearing. The Debarment
Committee has the ril!ht to f!rant or deny an extension Qftime. and for
good cause. mav set aside the waiver to be heard at the hearin". and its
decision mav onlv be reviewed unon an ahuse Qf discretion standard
(~) HearSaY evidence shall be admissible at the hearin'iJ hut shall not form the
sole hasis for initiatinl! a debartnent nrocedure nor the sole hasis Qf anv
determination Qf deharment. The hearinl! shall be transcribed toned or
otherwise recorded bv use of a court revorter. at the election Committee
and at the exvense of the City. Covies of the hearin'iJ tave or transcrivt
shall be furnished at the exnense and request Qf the requestin'iJ narty.
(j) Deharment Committee's decision. In actions based unon a conviction or
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
68
.-
Judgment or in which there is no f!enuine disDute over material facts.
the Debarmerment Committee shall make a decision on the basis of all
the undisnuted material in/ormation in the administrative record
including any undislJuted material submissions made bv the contractor.
Where actions are based on disvuted evidence. the Debarment
Committee shall decide what wei~ht to attach to evidence of record
Judge the credibility Qf witnesses. and base its decision on the
me"tJlldwam;e '{'"eater weiyht of the evidence standard The Debarment
Committee shall be the sole trier Qffact. The Committee's decision shall
be made within ten (10) workinr; dqys qfier conclusion Qf the hearing.
unless the Debarment Committee extends this period for I!ood cause.
(I!)
The Committee's decision shall be in writinr; and shall include the
Committee's factual findings. the DrinciDal causes Qf debarment as
enumerated in this ordinance. identification Qf the contractor and all
named qfjiliate' qf!ected bv the decision. and the slJecific term
including duration o/the debarment imnosed.
(h) Notice of Debarment Committee's decision
.-
(1) If the Debarment Committee decides to impose debarment. the City
Mana,?er shall give the contractor and anv named qffiliates involved
written notice bv certified mail. return receipt requested or hand
delivery. within ten (J 0) working davs Qf the decision. snecifYing the
reasons for debarment and includin~ a CODV Qfthe Committee's written
decision: statin~ the Deriod of debarment. includinf!. effective dates' and
advising that the debarment is I:.ffective throughout the City deDartments
(':V T/ debarment is not imvosed. the Ci/v Manar;er shall notifY the contractor and any named
q,fjiliates ill.ol.ed bv certified mail return receint requested or Dersonal service within
ten (JO) workinr:davs of the decision.
(lJ All decisions Qfthe Debarment Committee shall be final and shall be Ii!/Jective on the date the
notice is sir;ned bv the City Manar;er. Decisions of the Debarment Committee are subiect
to review bv the Annellate Division Qfthe Circuit Court A debarred contractor mav seek
a stav Qf the debarment decision in accordance with the Florida Rules Qf AnDellate
Procedure.
Section 2-406 Period Qf debarment.
(a) The period Qf debarment imposed shall be within the sole discretion Qf the Debarment
Committee. Debarment shall be for a period commensurate with the seriousness Qfthe
cause(s.) and where annlicable. within the fJJ1idelines set forth below. but in no event
shall exceed five (5) vears.
,,-.
(h) The followinr; rztidelines in the period Q,f debarment shall apply excevt where mitil[atinf! or
a'{'{I"avatiniJ circumstances iustifY deviation:
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
69
.--
(]) For commission of an Qfjense as described in subsection 2404(a)(V: five (5) vears
rz) For commission Q/ an Qfjense as described in subsection 2404(0)(2): five (5) veers.
(3) For commission Q/ an Qffense as described in subsection 2404(0)(3): five (5) years.
(4) For commission Q/ an Qfjense as described in subsection 2404(a)(~4): two (2) to five (S,)
~
(5) For commission Qf an Qfjense as described in subsections 2404(b)([) or (2): two (2) to five (5)
~
<{) The Debarment Committee mQY in its sole discretion. reduce the Deriod Qf debarment. lfPon the
contractor's written request. for reasons such as'
(1) Newly discovered material evidence:
(2) Reversal of the conviction or civil iud.gment lfPon which the debarment was based:
(3) Bona fide change in ownershitJ or manal!ement:
,-
(4)Elimination q,f other causes for which the debarment was imvosed: or
(~) Other reasons the Debarment Committee deems avvrovriate.
(el) The dr:htlf mwtdebarred contractor's written request shall contain the reasons for
requestin'{ a reduction in the debarment veriod. The City's Procurement Qffice. with the
assistance q,fthe qffected devartmen( shall have thirty (30) dqys from receivt Qfsuch request
to submit written reSDonse thereto. The dccisitJIl t1.f (-,'1'- Deha111111r! CO,Hmittee. , {:~,n di1J~ a
Il<} tU:.rt made: 1i1laeJ t11i.i .nihJ{:{;titJll iJ finti? aHd Il.JJl app~tl:l1hk.
SECTION 2. SEVERABILITY.
If any section, subsection, clause or provision of this Ordinance is held invalid, the
remainder shall not be affected by such invalidity.
,.--
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
70
","' .--
,,-
,,--
---
SECTION 3. CODIFICATION.
It is the intention of the Mayor and City Commission of the City of Miami Beach, and it
is hereby ordained that the provisions of this ordinance shall become and be made a part of
the Code of the City of Miami Beach, Florida. The sections of this ordinance may be
renumbered relettered to accomplish such intention, and the word "ordinance" may be
changed to "section", "article," or other appropriate word.
SECTION 4. REPEALER.
All ordinances or parts of ordinances in conflict herewith be and the same are hereby
repealed.
SECTION 5. EFFECTIVE DATE
This Ordinance shall take effect on the..J1:s;i day ofMarch,200o.
PASSED and ADOPTED this 23rd day ofFebruarv.2000.
BID NO: 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
71
133/13&/213131
ACOI/D.
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CERTIFICATE OF LIABILITY INSURANC
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CERT1I'ICATE ~ Ir 1_'-'-lIl8UIIERL5T1lIIt: e~- I ATIQN
f7ft 01' 1HaULD,.., OF'.,..A8OW E8CR-"fIIICII..D. _'l:V- I ~ ~11eI!XPlltA'nQIi
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MAR-07-2001 11: 07FV1
TEl.. )7032958606
ID)INTERNATIONAL BUILD
PAGE: 001 R=99"
03/09/2001 02:23
941'3480442
AUV I:::.fVI-'LUY~ ~
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CERTIFICATE OF LIABILITY INSURANCE
I ClPIJPICATlIC)., L'lATE
~""71Ill1."lI!in
3/"2001 9.2.:53 AM
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERnFlCATE
HOLDER. THIS C!!Rl1FlCATI! DOES NOT AI4~!~~Nl) OR
ALTER THE COVERAGE AFFORDED BY THE PDLI"'..... BELOW.
PRt.Il:IJC&ll.
R6D.f~ aatea _ A..ociatea
81.. W&ln~ Hill Lane #1081
Dallas, TX 75231
214-]66-1~Ol taxI 425-'71-.",
INSURED
:tNTBRHA.TIONJ.L Bt1It.DE.ltS - IJ..TIN' AMERICAJ IRC'
4143-D ~w 74TH CT
MtAMlf lPL 111$,
]06-260-0"0 t~l JOi-a'O-Q02i
INSURERS AFfORDING COVERAGE
INIUltI!A.": Ame;;"il;&l'I CASi\l.lt:v CI!l., gi' R......d..i...- c.."........lvani...
INSU~I5:
IN....... c:
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Tl1E POUC1E6 OF INSURANCE USTED BelOW HAIlE BEEN ISSUED TO THE INSURI!D NAMED ASOVI; FOR THE POUCV PERlOO INOICATEo. NOlWrTHSTANDING
ANY REQUIR~, TERM 011 CONDITION OF ANY CONTIIACT OR OTHIIA DOCUMENT WlTl1IlESPECT TO WHICH THIS CERTIRCATE MAY BE ISSUED OR
MAY PERTAIN, Tl1E INSURANCE AFFORDED BY Tl1E POLICIES DESCRIBED HERBN IS SUBJECT TO AU. THE TERMS. EXCLUSIONS AND CQNDtTlQNS OF $UCH
~OLlClES. AGGRI!BATE UMlTS SHOWN MI(f Hi\VE BEI;lIlIlEDUCEO BY FIll'" c~
~ lYPlOFINSURANCI!: POUCYNUMIUIR I ~ DATE. MM:t~N LIMn1:
..!!~ u,t.IIIlUJY EACH OCCURRQlCE S
COWM~QAL, GCfoIIliIUL UA8IUTV ..1M OAAW)I (MJGM"') .
--I ~'MAC" 0 Ol;:CUfil MEDI!XP(AtlytlMpnol'l) .
PERSOHAJ., &AaY INJURY .
O_AA.__tt I
PIIlODUCTI- COUPIOP AQG .
~'L~=_..!:!!.'''''''
I P'OUCY I I:.eOT I I UJC
~1ITOIIOOIUl .......TY
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_ AU. OWN.., AI1T08
_ SCO<IIOUU!D.ou'l'O$
'- """"N.ITtlII
_ NON<>WNED AI1TOS
~IINIP $INGI.E I.IMIT ,
-
lOcm.y IKAIRY .
(Pw..-l
BOOILY INJURY I
(........M)
I'I\ClI'IRN 0_1 I
(p8l'liI:Ilidenl)
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9/1/2D01
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WOIQCIRSCONNNSATIONAICD WC247BS'437
EMPI.OYERS' LlMII.rrY
EACH OCCURRl!NCIi
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bHCRPTIO'" Of "MTtOHM.OCA1lOt411Mit1ICL,K1I1Xc:W5lOtl, ~."f' ..DOftM..-rm'ICIAL PROVWIIOM'
1. Cer~ifi~&te bo~der i~ provided with. Waiver ot sUbrogation for workero OO=PCA~*t1~ 2, p~i.e~
tftfo~.t~on SOOT~ RAKOW YOUTH CmNTBR/SIP NO. 1J8-g9/00 3. I~~:cd i. affo:dcd Wo.kers Compcn&"~1on & 2mplayare
Liability .0 a QO-~loyo~ ~~ th. pol1oy ~O~ em91oy..= lea~.~ f:gm ~S Stwff Le~5iU9' Ino,
ce"TIFrA:TE"OLDED I I ADOlftOlW.'NSU-, ...IIIt... LETT"",
CrI'Y OF )1:u.NI IlBACK
1700 CONVV1'1'ION CENTER. OaIVE
MIAMI BEACH, n. 331.35
......CELLATIDN
SItOUI.DANY OP THEADOW DI!&cR1UD POuaa.1 CAMCELLErlIlCFCRE ,.1-15 ElCPIRATlON
OA,,.. TKERIOF. THC lSSUlMG INSURER WILl. ENOMVOR TO MAL ....u.... DAYS WRI"I'ftN
HOllel TO TH5 CmtT1FlCATE. MOLDER NAUID TO TtII!! lEFT, BUT FAIWRE TO DO 10 SHALL
INPO$I! NO OauoATION OR UMUTY C# AIt'f' KIND UPON THS 1N811Gft, n'e AlNINTS g...
R8"RIiRftTAT1V&IJ.
AIJTHOI>IZEO............- ~ e 'K ~
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ACORD 26-8 (71V1)
II ACORD CORPOIlATlON 198&
MAR-09-2001 02:24PM
TEU94194B0442
ID)INTERNATIONAL BUILD
PAGE: 001 R=97%
.................,..............,..,....... h' !'l~!RlliIA,..e':il'.'iill'Ailll."lisIEIII.!.';":
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ACORD
~ .. . ....,.,'\/:..::/:03/07 /200~""
PRODUI:Efl THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Industries, HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
Insurance Inc. ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.
953 N. E. 125 Street COMPANIES AFFORDING COVERAGE
N. Miami, FL 33161 COMPANY
(305 ) 891-2808 A CREDIT GENERAL
INSURED
COMPANY
INTERNATIONAL BUILDERS B
LATIN AMERICA, INC. CO....ANY
4143-D SW 74 CT C
MIAMI, FL. 33355 COMPANY
, ~i D
'""""., ~
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF,ANY CONTRACT-OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUClES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. liMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
co TYPe OF INSURANCE POLICY NUMBER POUCY EfFEC11VE POLICY EXPlM.T1ON uora
LT. DATE(IM'EIDIYl1 DATI!~DIYY)
~NERAL L&UIUTY BODilY INJURY OCC .
'- COMPREHENSIVE FORM SODll Y INJURY AGG .
- PREMISESAJPERATIONS PROPERTY DAMAGE OCC .
UNDERGROUND PROPERTY DAMAGE N3G .
- EXPLOSION & COlJ.APSE HAZARD
- PRODUCTSA::OMPLETED OPER BI & PO COMBINED OCC .
~ CONTRACTUAL BI & PO COMBINEDAOO .
~ INDEPENDENT CONTRACTORS PERSONAl INJURY NJI3 .
~ BROAD FORM PROPERTY DAMAGE
PERSONAL INJURY
~TOMO"'" UA8ILJfY BODilY INJURY .
(PwperlDn)
'- AH'fAUTO
'- ALL OWNED AUTOS (Privatl!I Pus) BODll Y INJURY
ALL OWNED AUTOS (PwIlCdd8nt) .
~ (Olher.... ~ Passenger)
~ HIRED AUTOS PROPERTY DAMAGE
.
~ NON-OWNED AUTOS
BODILY INJURY &
~ GARAGE LJABlUTY PROPERTY DAMAGE
.
COMBINED
EXCESS UAaITY EACH OCCURRENCE .
R' UMBRELLA FORM N3GREGATE .
OTHER THAN UMBRElLA FORM .
WORKIJtS COMPENSATlON AND X I m',J[fJlt. I IOlit ))).i)'"".,""i
EllPLOYUS' UABlUTY - a EACH ACCIDENT .100, 000
A THE PROPRIETOR! ~'NCl FAS 000012300 11/14/00 11/14/01 a DISEASE - POUCY llMlT .500, 000
PARTNER&eXECUTNE X EXeL .100, 000
OFFICERS ARE: EL DISEASE - EA EMPLOYEE
OTHER
DI!aCRIPTlON 0' 0PUA11OfI8IL0CATIONlNEHlCLEIIIPEClAL ITIIIS
CONTRACTOR
...........))............. ....... ........::,. i)i i.
SHOULD ANY 0' THE 'IOVE 0-=-0 POUCEll .. CANCELLED UfO.E THE
City of Miami Beach EXPlRA110N DATE THIJlEOf, THE oss_ COMPANY 1MI.L ENDE,AyOft TO ....
1700 Convention Center Drive .3JL DAya ~ NOTICE TO THE CE.TlflCATE HOlD'. ...... TO THE L....
Miami Beach, FL 33139 BUT fAILURE TO SUCH NO~ IIIFOSE NO OBLIGATION OR UAM.ITY
Of ANY KIND t. N Td ANY, ITS AGENTS OR REPRESENTATlVES.
Scott Rakow Youth Center .....:THO;.:.7..1 r/~M'
IBid~() . 138-99/00 ...J...,.................... .........
~2&'N11181j.. ~..'..'......,....... ............... .GlACORDCIJRPORATJON'981
.
~
PERFORMANCE BOND BOND#LM0259141
(This bond meets and exceeds the requirements ofF]orida Statutes Section 225.05)
STATE OF FLORIDA )
ss
COUNTY OF )
KNOW ALL MEN BY THESE PRESENTS that we, k:;~~i~~:i~~~~ Builders Latin
4143 SN 74th Court, Suite D ..,
M1ami, FL 33155 as PrincIpa], heremafter called Contractor, and
~umberrnens Mutual Casualty . .'
ompany as Surety, are firmly bound unto the CI~ of MIamI
Beach, F]orida, as Obligee, hereinafter call the City, in the Penal sum of S:~e~g~fg~ee i~~~u~~g~r~~d. .OO/lfJJ
Dollars ($ 2,873,000.00 ), for the payment of which sum well and truly to be made, we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, Contractor, on the 26th day of Fehruary ,XIO :ro1, entered into a certain
contract with the City, hereto attached, for BID NO. 138-99/00, Entitled, "SCOTT RAKOW
YOUTH CENTER" which Contract is made a part hereof by reference thereto.
NOW, THEREFORE, THE CONDITION OF TillS OBLIGATION IS SUCH, that, if
the Contractor shall well and truly perform and fu]fill all the undertakings, covenants, terms,
conditions and agreements of said Contract, and all duly authorized modifications of said
Contract that may hereafter be made, notice of which modifications to the Surety being hereby
waived, then this obligation shall be void: otherwise to remain in full force and effect.
WHENEVER the Principa] shall be and is declared by the City to be in default under the
Contract, or whenever the Contract has been terminated by default of the Contractor, the City
having performed the City's obligations thereunder, the Surety shall:
]. Complete the Contract in accordance with its terms and conditions, or;
2. At the City's sole option, obtain a Bid or Bids for submission to the City for
completing the Contract in accordance with its terms and conditions, and upon
determination by the City and the Surety of the lowest responsible Bidder, arrange for
a Contract between such Bidder and the City, and make available as Work progresses
(even though there should be a default or a succession of defaults under the Contract
or Contracts of completion arranged under this paragraph) sufficient funds to pay the
cost of completion less the balance of the Contract price; but not exceeding, including
other costs and damages for which the Surety may be liable hereunder, the amount set
forth in the first paragraph hereof. The term "ba]ance of the Contract price" as used in
this paragraph shall mean the total amount payable by the City to the Contractor under
the Contract and any amendments thereto, less the amount properly paid by the City to
the Contractor.
BID NO. 138-99/00
DATE: ]217100 (AMENDED)
CITY OF MIAMI BEACH
22
No right of action shall accrue on this Bond to or for the use of any person or corporation other
than the City named herein or the successors or assignees thereof.
This Bond shall remain in full force and effect for such period or periods of time after the
date of acceptance of the project by the City as are provided for in the Contract Documents, and
the Contractor hereby guarantees to repair or replace for the said periods all work performed and
materials and equipment fumished, which were not performed or furnished according to the terms
of the Contract Documents. If no specific periods of warranty are stated in the Contract
Documents for any particular item of work, material or equipment, the Contractor hereby
guarantees the same for a minimum period of one (1) year from the date of substantial completion
by the City of the entire project.
Any suit on this bond must be instituted within such period or periods as may be provided
bylaw.
BID NO. 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
23
"
IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by
their appropriate officials on the 7th day of March , j:il = .
WITNESS:
COUNTERSIGNED BY
RESIDENT FLORIDA
AGENT OF SURETY:
11JJ;d- M ~
(Copy of Agent's current ,U(lfJ./
License as issued by State
of Florida Insurance
Commissioner
PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
Title: (Sole Proprietor or Partner)
PRINCIPAL (If Corporation)
~ternational Builders Latin America, Inc.
(Corporate Name)
BY
(President)
Attest:
(Secre
(CORPORATE SEAL)
SURETY (If Corporation)
Lumbermens Mutual Casual tv CQmn~nv
(Power Of Attorney must be attached)
BID NO. 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
24
CERTIFICATES AS TO CORPORATION PRINCIPAL
I, _~,..:) ~CC7 ,certify that I am the Secretary of the Corporation named as
Principal in the foregoing bond; that f'",,",~~ V, ....'"''<1/\.~ who signed the said bond on
behalf of the Principal, was then ~cTh...f\ of said Corporation; that I
know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed
and attested for and in behalf of said Corporation by authority of its governing body.
~~-(
Corporate
Seal
STATE OFJtiJ&IlIIM )
PENNSYLVANIA
ss
COUNTY OF )
CHESTER
Before me, a Notary Public, duly commissioned, qualified and acting personally appeared
Lynn M. Wheelock to me well known, who being by me first duly
sworn upon oath, says that he is the Attorney-in-Fact, for the Lumbermens Mutual Casualty Company
. Lumbermens Mutual
and that he has been authonzed by Casualty Comnany to execute the foregoing bond on
behalf of the Contractor named therein in favor of the City of Miami Beach, Florida.
Subscribed and sworn before me this 7th day of March , W 2001 A.D.
~u.-~ b~
(Attach Power of Attomey)
Notary Public
~imge
Commonwealth of Pennsylvania
My Commission Expires: ~ 8<11, I .JO() I
Notarial St~:cJ
Patricia T. Bond, N1)';.:'
St:}.,~y,'1hm T(;:r~., Cf'h<'
,." 'C ',:f );'c.i(lU l.:'~"':'~'~ 0...
.",."'......_-~""....,".-
I.~.,.:;l:..:;,I, 1,," -' :2 ,: ~ t..;, ;,'
BID NO. 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
25
.
.
LABOR AND MATERIAL PAYMENT BOND
(SECTION 255.05, FLORIDA STATUTES)
BOND#LM0259141
International Builders Latin America, Inc.
BY THIS BOND, We, 4143 SW 74th Court, Suite D, Miami, FL33155, as Principal, and
Lumbermens Mutual Casualty . S b d h C' f M' .
Company as corporatIOn, as urety, are oun to t e Ity 0 Jaml
. . .. Two Million Eight Hundred Seventy-
Beach, Florida, as obhgee, herem called CIty, In the sum of$ Three Thousand and.. .00/100
for the payment of which we bind ourselves, our heirs, personal representatives, successors and
assigns, jointly and severally.
THE CONDITION OF TillS BOND is that if Principal:
Promptly makes payments to all claimants, as defined in Section 255.05 (1), F. S.,
supplying Principal with labor, materials, or supplies used directly or indirectly by
Principal in the prosecution of the work provided for in the contract; and
Pays City all losses, damages, expenses. costs, and attorney's fees, including appellate
proceedings, that the City sustains in enforcement of this bond.
Performs the guarantee of all labor and materials furnished under the contract for the time
specified in the contract, then this bond is void, otherwise it remains in full force.
Any changes in or under the contract documents and compliance or noncompliance with
any formalities connected with the contract or the changes does not affect Surety's
obligation under this bond.
The provisions of Section 255.05, F. S., are specifically adopted by reference and made a
part hereof for the purposes specified therein.
The contract dated Fehruary 26th,2001 between the City and Principal is made a part of
this Bond by reference.
Claimants are advised in Section 255.05, F. S., contains notice and time limitation
provisions which must be strictly complied with.
BID NO. 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
26
..
IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by
their appropriate officials on the 7th day of March , Ul< 20Jl .
WITNESS:
PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
Title: (Sole Proprietor or Partner)
PRINCIPAL (If Corporation)
International Builders Lat n America Inc.
(Corporate Name)
BY
(President)
Attest:
(Secreta
(CORPORATE SEAL)
COUNTERSIGNED BY
RESIDENT FLORIDA
AGENT OF SURETYj/ I ,
{RiM AI /CIvMJ
(Copy of Agent's cnrrent A't3fot1-'
License as issned by State
of Florida Insurance
Commissioner
SURETY (If Corporation)
Lumbermens Mutual Casual
(power Of Attorney must be attached)
BID NO. 138-99/00
DATE: 12/7/00 (AMENDED)
CITY OF MIAMI BEACH
27
l~empeR~
Home Office: Long Grove, IL 60049
POANO:LM 14221
POWER OF ATTORNEY
Know All Men By These Presents:
That the Lumbermens Mutual Casualty Company, (hereinafter called the "Company") a corporation organized and existing under the laws of
the State of Illinois, and having its principal office in Long Grove. Illinois, does hereby appoint
John P. Follman, Jr., Nancy Nigro, Douglas S. Hansen, Lynn M. Wheelock, Teresa R. Del Bonifro & Charles R.
Croyle In the City of Radnor in the State of Pennsylvania
its true and lawful agent(s) and attorney(s)-in-fact, to make, execute, seal, and deliver during the period beginning with the date of issuance of
this power and ending on the date specified below, unless sooner revoked for and on its behalf as surety, and as its act and deed:
ANY AND ALL BONDS AND UNDERTAKINGS PROVIDED THE AMOUNT OF NO ONE BOND OR
UNDERTAKING EXCEEDS FIVE MILLION DOLLARS ($5,000,OOO.00)....m.~.......~~..~.m....
EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver any bond or undertaking which guarantees the payment or
collection of any promissory note, check, draft or letter of credit.
This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit
of authority as set forth herein.
This appointment may be revoked at any time by the Company.
The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to
all intents and purposes, as jf the same had been duly executed and acknowledged by its regularly elected officers at its principal offjce in Long
Grove, Illinois.
OCTOBER 30, 2001
THIS APPOINTMENT SHALL CEASE AND TERMINATE WITHOUT NOTICE AS OF
This Power of Attorney is executed by authority of a resolution adopted by the Executive Committee of the Board of Directors of the
Company on February 23, 1988 at Chicago, Illinois, a true and accurate copy of which are hereinafter set forth and is hereby certified to by
the undersigned Secretary as being in full force and effect:
"VOTED, That the chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the
Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them to execute
on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity
and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the Executive
Committee of the Board of Directors of the Company at a meeting duly called and held on the 23rd day of February, 1988:
"VOTED, That the signature of the Chairman of the Board, the President, any Vice President, or their appointees designated in writing and filed
with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile
on any power of attorney or bond executed pursuant to resolution adopted by the Executive Committee of the Board of Directors on February 23,
1988 and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to
be valid and binding upon the Company."
In Testimony Whereof, the Lumbermens Mutual Casualty Company has caused this instrument to be signed and its corporate seal to be affixed
by its authorized officers, this November 30, 1998.
f~~~
e
Lumbermens Mutual Casualty Company
Attested and Certified:
~ ~ ~..,.vo.. II!:
Robert P. Hames, Secretary
by
J.S. Kemper, III, Exec. Vice President
(BLUE SHADED AREA INDICATES AlJTHENTICITY)
STATE OF ILLINOIS
COUNTY OF k.AKE
'.
SS
I, Irene Klewe". aNotary Public, do hereby certify that J.S. Kemper, III and Robert P. Hames personally known to me to be the same persons
whose names are respectively as Exec. Vice President and Secretary of the Lumbermens Mutual Casualty Company, a Corporation organized
and existing under the laws of the State of Illinois, subscribed to the foregoing instrument, appeared before me this day in person and severally
acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free
and voluntary act of said corporation and as their own free and voluntary act for the uses and purposes therein set forth.
My commission expires 1-28-02
.......................................
oIIl "OFFICIAL SEAL" ~
... Irene Klewer ...
.... Notary Public, State of Illinois ...
... My Commission Expires Jan. 28, 2002 ...
"'''''''''''''''''''''''''''''''''''''
~~'f,..,.,.J
Irene Klewer, Notary Public
CERTIFICATION
I, J.K. Conway, Corporate Secretary of the Lumbermens Mutual Casualty Company, do hereby certify that the attached Power of Attorney
dated November 30, 1998 on behalf of the person(s) as listed above is a'true and correct copy and that the same has been in full force and
effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said J.S. Kemper, 111
and Robert P. Hames, who executed the Power of Attorney as Executive Vice President and Secretary respectively were on the date of the
execution of the attached Power of Attorney the duly elected Executive Vice President and Secretary of the Lumbermens Mutual Casualty
Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Lumbermens Mutual Casualty
Company on this
7th day of March
.2001
e
r~
J.K. Conway, Corporate Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named
therein and they have no authority to bind the Company except in the manner and to the extent herein stated.
FA 0362 6-96
Power of Attorney - Term
Universal - 12/98
Printed in U.S.A.
.
."
.
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