HomeMy WebLinkAboutReso 2012-1925RESOLUTION NO. 2012 - )CJ;ZS
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
SUNNY ISLES BEACH, FLORIDA, AWARDING BID NO. 11 -10 -02
TO AND ENTERING INTO AN AGREEMENT WITH SHIFF
CONSTRUCTION & DEVELOPMENT, INC. FOR THE DESIGN,
FABRICATION, AND INSTALLATION OF AN ALUMINUM
SECURITY BARRIER AT THE HERITAGE PARK PARKING
GARAGE TOP FLOOR, IN AN AMOUNT NOT TO EXCEED
SEVENTY -THREE THOUSAND NINE HUNDRED TWENTY -
THREE DOLLARS AND THIRTY CENTS ($73,923.30), ATTACHED
HERETO AS EXHIBIT "A "; AUTHORIZING THE MAYOR TO
EXECUTE SAID AGREEMENT; AUTHORIZING THE CITY
MANAGER TO DO ALL THINGS NECESSARY TO EFFECTUATE
THIS RESOLUION; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City is in need of a contractor to design, fabricate, and install an aluminum
security barrier at the Heritage Park Parking Garage top floor for the safety and welfare of our
residents and tourists alike who utilize the Park; and
WHEREAS, the City issued and advertised Request for Proposals (RFP) No. 11- 10 -02, for
the design, fabrication, and installation of an aluminum security barrier on tope of the parking garage
in Heritage Park, for which one (1) response was received; and
WHEREAS, the response was rejected as it was over budget, and staff looked at other
companies, and now wishes to contract with Shiff Construction & Development, Inc. who provided a
proposal, and are willing and able to provide the desired services; and
WHEREAS, the City wishes to enter into an Agreement with Shiff Construction &
Development, Inc., in an amount not to exceed Seventy-Three Thousand Nine Hundred Twenty-
Three Dollars and Thirty Cents ($73,923.30),for the design, fabrication, and installation of an
aluminum security barrier on the top floor of the parking garage in Heritage Park, attached hereto as
Exhibit "A ".
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS:
Section 1. Incorporation of Recitals. The recitals set forth in this resolution are incorporated
herein by reference as if fully set forth herein.
Section 2. Award of Bid and Approval of Agreement. The City Commission hereby awards Bid
No. l 1 -10 -02 to and enters into an agreement with Shiff Construction and Development, Inc. for the
design, fabrication, and installation of an aluminum security barrier on the top floor of the parking
garage in Heritage Park, in an amount not to exceed Seventy-Three Thousand Nine Hundred Twenty-
Three Dollars and Thirty Cents ($73,923.30), attached hereto as Exhibit "A ".
82012- Heritage Pk Pkg Garage Security Barrier -Shiff (Bid 11- 10 -02) Page 1 of
Section 3. Authorization of Mayor. The Mayor is hereby authorized to execute said Agreement.
Section 4. Authorization of City Manager. The City Manager is hereby authorized to do all
things necessary to effectuate this Resolution.
Section 5. Effective Date. This Resolution will become effective upon adoption.
PASSED AND ADOPTED this 21ar day of June 2012.
ATTEST:
CSO� k Ll�
Jane A. Hines,,CMC, City Clerk
AS TO FORM
Attorney
Vote: 5 -O
Mayor Edelcup (Yes)
Vice Mayor Thaler
✓(Yes)
Commissioner Aelion
i/(Yes)
Commissioner Gatto
✓ (Yes)
Commissioner Scholl
(Yes)
Moved ♦L'� li -SCMMLL
_(No)
_(No)
_(No)
(No)
_(No)
82012- Heritage Pk Pkg Garage Security Barrier- Shiff(Bid 11- 10 -02) Page 2 of 2
AGREEMENT BETWEEN THE CITY OF SUNNY ISLES BEACH AND
SHIFF CONSTRUCTION & DEVELOPMENT, INC. FOR HERITAGE
PARK PARKING GARAGE FENCE INSTALLATION
CONTRACT NO. C1112 -046
THIS AGREEMENT entered into this day of 2012, by
and between the CITY OF SUNNY ISLES BEACH (hereinafter referred as to the "City ")
and SHIFF CONSTRUCTION & DEVELOPMENT, INC. a Florida corporation, authorized
to do business in the State of Florida (hereinafter referred to as the "Contractor "), whose
federal tax identification number is
RECITALS
WHEREAS, the City is in need of a contractor for the design and construction of a
fence on the top level of the Heritage Park Parking Garage ( "Services "), and
WHEREAS, the Contractor submitted a proposal to provide the Services, as more
particularly described in Attachment "A ", attached hereto and made a part hereof, and
WHEREAS, the Contractor is qualified, willing and able to provide the Services on
the terms and conditions set forth herein; and
WHEREAS, the City desires to enter into this Agreement with Contractor to provide
the Services in a total amount not to exceed Seventy Three Thousand Nine Hundred Twenty
Three Dollars and Thirty Cents ($73,923.30).
NOW THEREFORE, in consideration of the foregoing and for the mutual
covenants, representations and warranties and other good and valuable consideration, the
receipt and adequacy of which is hereby acknowledged, the parties agree as follows:
1. RECITALS. The Recitals set forth above are hereby incorporated into this agreement
and made a part hereof for reference.
2. SERVICES. Contractor shall provide to the City the Services as more particularly
described in Attachment "A" attached hereto and made a part hereof.
3. TERM. Subject to the provisions relating to the termination of this Agreement as set
forth in Paragraph 11 hereunder, the term of this Agreement shall commence from the
execution date of this Agreement and shall be complete upon the termination of Services,
within the deadlines set forth in Paragraph 4 hereunder.
4. TIME OF COMPLETION. The following are required milestone deadlines under
this Agreement:
(a) Within thirty (30) days of Contractor's receipt of a Notice to Proceed from the
City Manager or his designee, the Contractor shall apply for all building permits from the
City. If Contractor's building permit application is rejected for any reason, Contractor must
«f
submit any necessary revisions in response thereto within fourteen (14) days of notification
by the City's Building Department;
(b) Within seven (7) days of building permit approval from the City, Contractor
shall order all necessary building materials required to complete the Services; and
(c) Contractor shall complete all required Services no later than forty five (45)
days after receipt of building materials.
A reasonable extension of time shall be granted in the event the work of the
Contractor is delayed or prevented due to circumstances beyond the reasonable control of the
Contractor, including weather conditions or acts of God which render the performance of the
Contractor's duty impracticable.
5. LIQUIDATED DAMAGES AND OTHER REMEDIES FOR DELAY. In the event
the required milestone deadlines set forth in Section 4 above are not met, and in the absence
of any extended calendar days extension granted by the City Manager or his designee, then
the Contractor shall be required to pay a liquidated damage penalty of $500.00 (Five
Hundred Dollars) for each calendar day beyond the required milestone deadline(s),
continuing to the time at which the Services are complete. Such amount is the actual cash
value agreed upon as the loss to City resulting from Contractor's delay. Additionally, the
City shall also be entitled to withhold fifty percent (50 %) of the total Compensation to be
paid to Contractor until final completion and acceptance of the Services.
6. COMPENSATION. The City agrees to pay the Contract a total amount not to exceed
Seventy Three Thousand Nine Hundred Twenty Three Dollars and Thirty Cents ($73,923.30)
for Services under this Agreement. Payment to Contractor for all charges and tasks under
this Agreement shall be in accordance with this Agreement and a schedule of charges
reflected in Attachment "A ". The Contractor shall make no other charges to the City for
supplies, labor, taxes, licenses, permits, overhead or any other expenses or costs unless any
such expense or cost is incurred by Contractor with the prior written approval of the City. If
the City disputes any charges on the invoices, it may make payment of the uncontested
amounts and withhold payment on the contested amounts until they are resolved by
agreement with Contractor.
7. INDEPENDENT CONTRACTOR RELATIONSHIP. The Contractor is an
independent contractor and shall be treated as such for all purposes. Nothing contained in
this agreement or any action of the parties shall be construed to constitute or to render the
Contractor an employee, partner, agent, shareholder, officer or in any other capacity other
than as an independent contractor other than those obligations which have been or shall have
been undertaken by the City Contractor shall be responsible for any and all of its own
expenses in performing its duties as contemplated under this agreement. The City shall not
be responsible for any expense incurred by the Contractor. The City shall have no duty to
withhold any Federal income taxes or pay Social Security services and that such obligations
shall be that of the Contractor, other than those set forth in this agreement. Contractor shall
furnish its own transportation, office and other supplies as it determines necessary in carrying
out its duties under this agreement.
8. INSURANCE. Contractor shall, at its sole cost and expense, during the period of any
work being performed under this Agreement, procure and maintain the following minimum
IF
insurance coverages to protect the City and Contractor against all loss, claims, damage and
liabilities caused by Contractor, its agents, contractors or employees, as more particularly set
forth below:
(a) General liability insurance with limits of Two Million Dollars
($2,000,000) combined single limit occurrence. Coverage must be afforded
on a form no more restrictive than the latest edition of the Comprehensive
General Liability Policy, without restrictive endorsements, as filed by the
Insurance Services Office, and must include:
Premises and/or Operations.
Independent Contractors.
Broad Form Property Damage.
Broad Form Contractual Coverage applicable to this specific
Agreement.
Errors and Omissions.
Personal Injury Coverage with Employee and Contractual Exclusions
removed with minimum limits of coverage equal to those required for
Bodily Injury Liability and Property Damage Liability.
The City of Sunny Isles Beach is to be named as an additional insured
with respect to liability arising out of operations performed for the
City by or on behalf of Contractor or the acts or omissions of
Contractor in connection with such operation.
(b) Workers' Compensation. insurance to apply for all employees in
compliance with the Workers Compensation Law of the State of Florida and
all applicable federal laws.
(c) Business Automobile Liability Insurance with minimum limits of One
Million Dollars ($1,000,000.00) per occurrence combined single limit for
Bodily Injury Liability and Property Damage Liability. Coverage must be
afforded on a form no more restrictive than the latest edition of the Business
Automobile Liability Policy, without restrictive endorsements, as filed by the
Insurance Services Office and must include:
Owned vehicles.
Hired and non -owned vehicles.
Employers' non - ownership.
Such policies of insurance shall not diminish Contractor's indemnification obligations
hereunder. The insurance policy shall be issued by such company, in such forms and with
such limits of liability and deductibles as are acceptable to the City and shall be endorsed to
be primary over any insurance, which the City may maintain. Before any work under this
Agreement is performed, and at any time upon request, Contractor shall furnish to the City
certificates of insurance evidencing the minimum required coverage and appropriately
endorsed for contractual liability with the City named as an additional insured. All policies
!z I
shall contain a waiver of subrogation endorsement. All policies and certificates shall be in
forms and issued by insurance companies acceptable to the City Manager or his designee.
All insurance policies and certificates of insurance shall provide that the policies may not be
canceled or altered without thirty (30) calendar days prior written notice to the City Manager
or his designee.
9 OWNERSHIP OF DOCUMENTS AND EQUIPMENT. All documents prepared by
the Contractor pursuant to this agreement and related services to this agreement are intended
and represented for the ownership of the City only. Any other use by Contractor or other
parties shall be approved in writing by the City.
10. DUTY TO DEFEND, INDEMNIFY AND HOLD HARMLESS. Contractor agrees
to defend, indemnify and hold harmless, the City, its officers, agents, employees from, and
against any and all claims, actions, liabilities, losses and expenses including, but not limited
to, attorney's fees for personal, economic or bodily injury, wrongful death, loss of or damage
to property, at law or in equity, which may arise or may be alleged to have risen from the
negligent acts, errors, omissions or other wrongful conduct of the Contractor, agents or other
personal entity acting under Contractor's control in connection with the Contractor's
performance of Services under this Agreement and to that extent the Contractor shall pay
such claims and losses and shall pay all such costs and judgments which may issue from any
lawsuit arising from such claims and losses and shall pay all costs and attorneys' fees
expended by the City in defense of such claims and losses including appeals. The parties
agree that ten percent (10 %) of the total compensation is a specific consideration from the
City to the Contractor for this indemnity.
11. TERMINATION.
A. If, through any cause within the reasonable control the Contractor shall fail to
fulfill in a timely manner or otherwise violate any of the covenants, agreements or
stipulations material to this agreement, the City shall have the right to terminate the services
then remaining to be performed. Prior to the exercise of its option to terminate for cause, the
City shall notify the Contractor of its violation of the particular terms of the agreement and
grant Contractor ten (10) days to cure such default. If the default remains uncured after ten
(10) days the City may terminate this agreement
(i.) In the event of termination, all finished and unfinished documents, data and
other work product prepared by Contractor (and sub Contractor(s)) shall be
delivered to the City and the City shall compensate the Contractor for all
services satisfactorily performed prior to the date of termination.
(ii.) Notwithstanding the foregoing, the Contractor shall not be relieved of liability
to the City for damages sustained by it by virtue of a breach of the agreement
by Contractor and the City may reasonably withhold payments to Contractor
for the purposes of set -off until such time as the exact amount of damages due
the City from the Contractor is determined.
n
B. Termination for Convenience of Citv. The City may, for its convenience and
without cause terminate the services then remaining to be performed at any time by giving
written notice to Contractor which shall become effective ten (10) days following receipt by
Contractor. The terms of Paragraphs A(i) and (ii) shall be applicable hereunder.
C. Termination for Insolvency. The City also reserves the right to terminate the
remaining services to be performed in the event the Contractor is placed either in voluntary
or involuntary bankruptcy or makes any assignment for the benefit of creditors.
12. WARRANTY OF CONSTRUCTION
12.1 The Contractor shall warrant that the Services conform to the Agreement and
are free of any patent and /or latent defect of the workmanship for a minimum
period of one year from the date the Services are complete. This warranty
shall be in addition to whatever rights the City may have under state or federal
law. The Contractor's obligation under this warranty shall be at its own
cost and expense, to promptly repair or replace (including cost of
removal and installation), that item (or part or component thereof) which
proves defective or fails to comply with the Agreement within the warranty
period such that it complies with the Agreement.
12.2 Contractor warrants to the City that all materials and equipment furnished
under this Agreement will be new unless otherwise specified and will be of
good quality, free from faults and defects and in conformance with the
Agreement. All equipment and materials not conforming to these
requirements, including substitutions not properly approved and authorized,
may be considered defective. If required by City or its designee, Contractor
shall furnish satisfactory evidence as to the kind and quality of materials and
equipment. This warranty is not limited by any other provisions within this
Agreement.
12.3 Contractor shall provide to the City or its designee all manufacturers'
warranties. All warranties, expressed and/or implied, shall be given to the
City for all material and equipment covered by this Agreement. All material
and equipment furnished shall be fully guaranteed by the Contractor against
factory defects and workmanship. At no expense to the City, the
Contractor shall correct any and all apparent and latent defects that are
required under state or federal law.
13. CHANGE ORDERS
13.1 Changes in the quantity or character of Services or to the contract amount shall
be authorized only by change orders approved in advance and issued in
accordance with the provisions of this Agreement.
13.2 All changes to the Services or the construction schedule must be pre- approved
c�3 tl I
in writing by the City Manager or his designee in accordance with the value of
the change order or the calculated value of the time extension. All change orders
must be pre- approved in writing by the City Manager or his designee.
13.3 In the event satisfactory adjustment cannot be reached for any item requiring a
change in the contract amount, the City reserves the right at its sole option to
either terminate the Agreement as it applies to the items in question and make
such arrangements as may be deemed necessary to complete the disputed work;
or may submit the matter in dispute as set forth in the dispute resolution
procedures set forth in this agreement.
13.4 To adjust allowance amounts, Contractor shall base each Change Order
proposal on the difference between purchase amount and the allowance,
multiplied by final measurement of work -in- place. If applicable, Contractor
shall also include reasonable allowances for cutting losses, tolerances, mixing
wastes, normal product imperfections, and similar margins. Contractor also
agrees to the following conditions:
• Include installation costs in purchase amount only where indicates as part of
the allowance.
• If requested, prepare explanation and documentation to substantiate
distribution of overhead costs and other margins claimed.
• Submit substantiation of a change in scope of work, if any, claimed in change
orders related to unit -cost allowances.
• The City reserves the right to establish the quantity of work -in -place by
independent quantity survey, measure, or count.
Contractor must submit claims for increased costs because of a change in scope of
Services, whether for the purchase order amount or contractor's handling, labor,
installation, overhead, and profit. Contractor shall submit claims within fourteen
(14) days of receipt of the change order or construction change directive
authorizing work to proceed. The City or its designee will reject claims submitted
later than fourteen (14) days after such authorization. Contractor also agrees to
the following conditions:
• Do not include Contractor's or subcontractor's indirect expense in the change
order cost unless it is clearly shown that the nature or extent of work has
changed from what could have been foreseen from information in the contract
documents.
• No change to Contractor's indirect expense is permitted for selection of higher
or lower priced materials or systems of the same scope and nature as
originally indicated.
13.5 On the City's approval of a proposal request, the City or its designee will
issue a change order for signatures of the City and the contractor on AlA
Document G701 or approved change order form prepared by the City.
SIB
14. DEFECTIVE WORK
14.1 The City or its designee shall have the authority to reject or disapprove
work which is found to be defective. If defective work is found, Contractor
shall promptly either correct all defective work or remove such defective work
and replace it with non - defective work. Contractor shall bear all direct and
indirect costs of such removal or corrections including cost of testing
laboratories and personnel.
14.2 Should Contractor fail or refuse to remove or correct any defective work or to
make any necessary repairs in accordance with the requirements of this
Agreement within the time indicated in writing by the City or its designee,
the City shall have the authority to cause the defective work to be removed or
corrected, or make such repairs as may be necessary at Contractor's expense.
Any expense incurred by the City in making such removals, corrections or
repairs, shall be paid for out of any monies due or which may become due to
Contractor. In the event of failure of Contractor to make all necessary repairs
promptly and fully, which is not cured in the cure period, the City may declare
Contractor in default.
14.3 If, within one (1) year after the date of completion of Services or such longer
period of time as may be prescribed by the terms of any applicable special
warranty required by the Contract Documents, or by any specific
provision(s) of this Agreement, any of the work is found to be defective or not
in accordance with this Agreement, Contractor, after receipt of written notice
from the City or its designee, shall promptly correct such defective or
nonconforming work within the time specified by the City without cost to the
City. Nothing contained herein shall be construed to establish a period of
limitation with respect to any other obligation which Contractor might have
under this Agreement including but not limited to any claim regarding latent
defects.
14.4 Failure to reject any defective work or material shall not in any way
prevent later rejection when such defect is discovered, or obligate the City to
final acceptance.
14.5 Where the City or its designee becomes aware of faults, defects or non-
conformity in any of the work provided under this Agreement or with the
work being performed by the Contractor, the City or its designee shall issue a
Notice to Cure to the Contractor for correction. In no event shall the failure of
the City or its designee to bring to the attention of the Contractor of such
faults act as a waiver or release the Contractor from responsibility or liability
for such fault, defect or non - conforming work.
15. SAFETY PRECAUTIONS: In performing its Services under this Agreement, the
Contractor shall take reasonable precautions for the safety of, and shall provide reasonable
protection to prevent damage, injury or loss to (1) employees on the work site, members of
the public and other persons who may be affected thereby; (2) the work and materials and
equipment to be incorporated therein; and (3) other property at the job site or adjacent
thereto. The Contractor shall give notices and comply with applicable laws, ordinances,
rules, regulations and lawful orders of public authorities bearing on the safety of persons and
property and their protection from damage, injury, or loss, including but not limited to,
Occupational Safety and Health Administration ( "OSHA "). The Contractor shall be
responsible for ensuring that the performance of Services is in full compliance with all such
safety requirements.
16. ASSIGNMENTS, TRANSFERS, SUBCONTRACTING. The Contractor shall not
subcontract, assign or transfer any work under this agreement with the prior written consent
of the City. Should the Contractor subcontract any services under this agreement, it shall be
done with continued liability for the Contractor. The Contractor shall remain responsible for
services, responsibilities and liabilities of any person or entity acting under Contractor.
17. WAIVER OF RIGHT TO JURY TRIAL. Each of the parties hereto hereby
knowingly, voluntarily and intentionally, waive the right which any may have to a jury trial
in respect of any action, proceeding, litigation or counterclaim based hereon or arising out of
under, on or in connection with this agreement or any course of conduct, course of dealing,
statements (whether verbal or written) or actions of either of party.
18. ARBITRATION. It is the intention of the parties that whenever possible, if a dispute
or controversy arises hereunder then such dispute or controversy shall be settled by
arbitration in accordance with the procedures, rules and regulations of the American
Arbitration Association. The decision rendered by the Arbitrator shall be final and binding
upon the parties and judgment upon the award rendered by the arbitrator may be entered in
any court having jurisdiction. Arbitration shall be held in Miami -Dade County, Florida. All
costs of arbitration and attorneys' fees incurred by the parties shall be paid by the non-
prevailing party or, if neither party prevails on the whole, each party shall be responsible for
a portion of the costs of arbitration and their respective attorneys' fees as may be determined
by the court on confirmation.
19. CONFIDENTIAL INFORMATION. The Contractor shall not, either during the
term of this Agreement or any time for a period of TEN (10) years subsequent to that date
upon which the Contractor shall leave the employment of the City for any reason whatsoever,
disclose to any person or entity, other than in the discharge of the duties of the Contractor
under this Agreement, any information which the City designates in writing as "confidential."
As a violation by the Contractor of the provisions of this Section could cause irreparable
injury to the City and there is no adequate remedy at law for such violation, the City shall
have the right, in addition to any other remedies available to it at law or in equity, to enjoin
the Contractor in a court of equity for violating such provisions.
20. NOTICES. All notices and other communications required or permitted to be
given under this Agreement by either party to the other shall be in writing and shall be sent
(except as otherwise provided herein) (i) by certified or registered mail, first class postage
prepaid, return receipt requested, (ii) by guaranteed overnight delivery by a nationally
recognized courier service, or (iii) by facsimile with confirmation receipt (with a copy
simultaneously sent by certified or registered mail, first class postage prepaid, return receipt
ROO
requested or by overnight delivery by traditionally recognized courier service), addressed to
such party as follows:
If to the City:
Alan J. Cohen
With a copy to:
City Manager
Hans Ottinot
City of Sunny Isles Beach
City Attorney
18070 Collins Ave. 4a' floor
City of Sunny Isles Beach
Sunny Isles Beach, Florida 33160
18070 Collins Ave. 4h floor
Tel: (305) 792 -1701
Sunny Isles Beach, F133160
Tel: (305) 792 -1702
If to the Contractor:
Justen Shiff
Shiff Construction &
Development, Inc.
3201 N. Federal Highway Suite
212
Ft. Lauderdale, FL 33306
Tel: (954) 524 -2575
21. GOVERNING LAW. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida.
22. AUDIT. The Contractor shall make available to the City or its representative all
required financial records associated with the Agreement for a period of THREE (3) years.
23. NON - DISCRIMINATION. The Contractor agrees to comply with all local and state
civil rights ordinances and with Title VI of the Civil Rights Act of 1984 as amended, Title
VIII of the Civil Rights Act of 1968 as amended, Title I of the Housing and Community
Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the
Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive
Order 11063, and with Executive Order 11248 as amended by Executive Orders 11375 and
12086. The Contractor will not discriminate against any employee or applicant for
employment because of race, color, creed, religion, ancestry, national origin, sex, disability
or other handicap, age, marital /familial status, or status with regard to public assistance. The
Contractor will take affirmative action to insure that all employment practices are free from
such discrimination. Such employment practices include but are not limited to the following:
hiring, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff,
termination, rates of pay or other forms of compensation, and selection for training, including
apprenticeship. The Contractor agrees to post in conspicuous places, available to employees
and applicants for employment, notices to be provided by the City setting forth the provisions
of this non - discrimination clause. The Contractor agrees to comply with any Federal
regulations issued pursuant to compliance with Section 504 of the Rehabilitation Act of 1973
(29 U.S.C. 708), which prohibits discrimination against the handicapped in any Federally
assisted program.
24. CONFLICT OF INTEREST. The Contractor agrees to adhere to and be governed by
the Miami -Dade County Conflict of Interest Ordinance Section 2 -11.1, as amended; and by
Chapter 33 of the City of Sunny Isles Beach Code of Ordinances, which are incorporated by
reference herein as if fully set forth herein, in connection with the conditions hereunder. The
Contractor covenants that it presently has no interest and shall not acquire any interest, direct
or indirectly which should conflict in any manner or degree with the performance of the
services. The Contractor further covenants that in the performance of this agreement, no
person having any such interest shall knowingly be employed by the Contractor. No member
of, or delegate to the Congress of the United States shall be admitted to any share or part of
this agreement or to any benefits arising therefrom.
25. CONFLICTING PROVISIONS. The terms and conditions in this agreement
supersede any other conflicting provisions that are contained in any other document,
including but not limited to any attachments hereto.
26. ENTIRE AGREEMENT. This Agreement contains the entire agreement of the
parties, and may be amended, waived, changed, modified, extended or rescinded only by a
writing signed by the party against whom any such amendment, waiver, change,
modification, extension and/or rescission is sought.
WITNESS: SHIFF CONSTRUCTION &
DEVELOPMENT, INC.
Print Name
ATTEST:
mm
Jane A. Hines, CMC, City Clerk
IC
CITY OF SUNNY ISLES BEACH
onnan S. Edelcup,
AS TO FORM AND
City Attorney
�!rJ
Work Order Signature Document
NJPA EZIQC Contract No.: FL06- 022912 -SCD
FINew Work Order F--]Modify an Existing Work Order
Work Order Number: 012978.00 Work Order Date:
Work Order Title: Heritage Park Parking Garage Fence Installation
Owner Name: City of Sunny Isles Beach Contractor Name: Shift Construction & Development, Inc.
Contact: Helen Gray Contact: Justen Shift
Phone: (305) 792 -1913 Phone: 954 -524 -2575
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of
NJPA EZIQC Contract No FI-06- 022912 -SCD.
Brief Work Order Description,
Install fence on the top level of the parking garage at the location of the barrier cables for public safety.
Time of Performance See Schedule Section of the Detailed Scope of Work
Liquidated Damages Will apply: El Will not apply:
Work Order Firm Fixed Price: $73,923.30
Owner Purchase Order Number:
Approvals
Owner
Contractor
Date
mourn vruer oignamre uocumenf
Page 1 of 1
6/7/2012
ATTACHMENT "A"
r ° IQC
Detailed Scope of Work
To: Justen Shift From:
Helen Gray
Shift Construction & Development, Inc.
City of Sunny Isles Beach
No Data Input
18070 Collins Avenue
No Data Input,
Sunny Isles Beach, FL 33160
954- 524 -2575
(305) 792 -1913
Date Printed: June 07, 2012
Work Order Number: 012978.00
Work Order Title: Heritage Park Parking Garage Fence Installation
Brief Scope: Install fence on the top level of the parking garage at
the location of the barrier
cables for public safety.
Preliminary
n
Final
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the
items set forth below shall be considered part of this scope of work.
Provide construction services to install a security fence on the top level of the Heritage Park Parking Garage for public
safety.
General
1. Obtain all necessary and applicable permits.
2. Dispose of all construction debris.
3. Provide daily clean -up, and conduct clean -up more frequently if necessary to keep the work area safe and clean.
4. All work to be performed during normal working hours.
Fence Installation
1. Provide and install 8' high aluminum security fencing by Ameristar along top level of parking garage.
a. Echelon II Invincible 3/4" Rail.
b. Posts to be 6' on center or as designated by engineer.
c. Refer to sketch dated June 7, 2012, provided by City of Sunny Isles, for fence profile at slope of garage deck.
d. Fence to be installed on interior side of existing garage cable barriers to prevent access to garage deck ledge.
e. Fence to be located on South and East ends of the parking garage to prevent access to garage deck ledge
beyond barrier cables.
2. Mounting plates shall be utilized at each post with bolts no deeper than 3" to accommodate the post - tension cabling in
slab.
a. Mounting plates are to be welded to the fence posts.
3. Provide and install (2) aluminum 3'0" x 8'0" gates at area designated by Owner.
4. All aluminum fencing and gates to be powder- coated. Color to be verified by owner.
5. Provide specialty consultant as needed for engineered drawings for permitting purposes.
6. Provide x -ray services of existing slab to determine locations of post tension cabling.
Scope of Work Page 1 of 2
EZIQC - Southeast 617/2o12
Detailed Scope of Work Continues..
Work Order Number: 012978.00
Work Order Title: Heritage Park Parking Garage Fence Installation
Contractor Date
Owner Date
Scope of Work
Page 2 012
EZ /QC - Southeast
snizolz
Contractor's Price Proposal - Summary
Date: June 07. 2012
Re: IQC Master Contract #:
FL06- 022912 -SCD
Work Order #:
012978.00
Owner PO #:
Title:
Heritage Park Parking Garage Fence Installation
Contractor:
Shift Construction & Development, Inc.
Proposal Value:
$73,923.30
01 - General Requirements $2,136.96
02 - Site Work
$6,142.87
05 - Metals
_ $15,619.40
32 - Exterior Improvements $50,024.07
Proposal Total $73,923.30
Contractors Price Proposal - Summary Page 1 of 1
EZIQC - Southeast 6/7/2012
Contractor's Price Proposal - Detail
Date: June 07, 2012
Re: IQC Master Contract #:
Work Order #:
Owner PO #:
Title:
Contractor:
Proposal Value:
FL06- 022912 -SCD
012978.00
Heritage Park Parking Garage Fence Installation
Shift Construction & Development, Inc.
$73,923.30
Sect. Item Modifer. UOM Description Line Total
Labor Equip. Material (Excluded If marked with an X)
01 - General Requirements
1 01 22 20 00 0048 HR Investigating Engineer Or Specialty ConsultantFor special investigatory $2,136.96
engineering requirements or other miscellaneous professional services.
Quantity Unit Price Factor Total
Installation =
24.00 x 80.00 x 1.1130 2,136.96
Specialty engineer to prepare signed /sealed drawings for building department.
Subtotal for 01 - General Requirements $2,136.96
Sect. Item Modifer. UOM Description Line Total
Labor Equip. Material (Excluded if marked with an X)
02 - Site Work
2 02 25 16 00 0005
EA X -Ray Survey Up To 2 SF Of Concrete, Masonry Or Asphalt
Item
$12,285.74
DOM Description
Quantity Unit Price
Factor
Total
Labor
Equip.
Installation 80.00 x 137.98 x
1.1130
12.285.74
Xray slab at all post locations to detremine post tension cable locations.
3 0225 16 000005 0048
For >25, Deduct
- $814287
05 05
Quantity Unit Price
Factor
Total
EA 3/8" Diameter x 2 -1/4" Long Wedge Anchor Expansion Bolt
Installation 80.00 x -68.99 x
1.1130
- 6,142.87
Subtotal for 02 - Site Work
Quantity Unit Price
$6,142.87
Contractor's Price Proposal - Detail Page 1 of 3
EZIQC - Southeast 617/2012
Sect.
Item
Modifer.
DOM Description
Line Total
Labor
Equip.
Material
(Excluded If marked with an X)
05 - Metals
4
05 05
23
00 0123
EA 3/8" Diameter x 2 -1/4" Long Wedge Anchor Expansion Bolt
$1,891.21
Quantity Unit Price
Factor
Total
Installation 320.00 x 5.31 x
1.1130
1,89121
80 posts, 4 per post
5
05 05
23
000123
0039
For> 100, Deduct
-$341.91
Quantity Unit Price
Factor
Total
Installation 320.00 x -0.96 x
1.1130
- 341.91
6
05 05
23
00 0222
EA 3/8" Chemical Adhesive For Bolt, Dowel Or Threaded Rod
$2,201.07
Quantity Unit Price
Factor
Total
Installation 320.00 x 6.18 x
1.1130
2,201.07
Epoxy for 320 bolts.
7
05 05
23
000222
0039
For> 100, Deduct
- $420.27
Quantity Unit Price
Factor
Total
Installation 320.00 x -1.18 x
1.1130 -
-42027
Contractor's Price Proposal - Detail Page 1 of 3
EZIQC - Southeast 617/2012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 012978.00
Work Order Title: Heritage Park Parking Garage Fence Installation
Sect. Item Modifer. UOM Description Line Total
Labor Equip. Material (Excluded if marked with an X)
05 - Metals
Sect.
Item
Modifer.
LION Description
8 05 05 23 00 0446
EA 1/2" To 7/8" Diameter Drill Through Up To 114" Steel Plate
Line Total
Labor
$6,382.39
Material
Quantity Unit Price
Factor
Total
32 - Exterior Improvements
Installation 320.00 x 17.92 x
1A 130
6,382.39
11
(4) holes per mounting plate, 80 plates.
000314
EA T Wide x 8' High Single Gate Galvanized Steel Without Barbed Wire
9 05 12 23 00 0164
LF 1" Horizontal Fillet Welds, Welded Up
$4,988.02
Quantity Unit Price
Factor
Total
Installation 80.00 x 56.02 x
1.1130
4,988.02
Installation Z00 x 186.95 x
1.1130
Weld mounting plates to each post. 1' per post.
12
32 31 13
10 0512 23 000164 0007
For Aluminum Welding, Add
For Aluminized Steel Gate And Post, Add
$918.89
$166.53
Quantity Unit Price
Factor
Total
Quantity Unit Price
Installation 80.00 x 10.32 x
1.1130
918.89
Subtotal for 05 - Metals
Installation 2.00 x 74.81 x
$15,619.40
Sect.
Item
Modifer.
LION Description
Line Total
Labor
Equip.
Material
(Excluded If marked with an X)
32 - Exterior Improvements
11
32 31 13
000314
EA T Wide x 8' High Single Gate Galvanized Steel Without Barbed Wire
$416.15
Quantity Unit Price
Factor
Total
Installation Z00 x 186.95 x
1.1130
416.15
12
32 31 13
000314
0215
For Aluminized Steel Gate And Post, Add
$166.53
Quantity Unit Price
Factor
Total
Installation 2.00 x 74.81 x
1.1130
166.53
13
32 31 13
000314
0216
For Powder Coaled Gate And Post, Add
$90.20
Quantity Unit Price
Factor
Total
Installation 2.00 x 40.52 x
1.1130
90.20
14
32 31 13
000683
EA Mounting Plate For 3" Diameter Post
$2,140.52
Quantity Unit Price
Factor
Total
Installation 80.00 x 24.04 x
1.1130
2.140.52
Mounting plate for each post. 476/6'
15
32 31 19
00 0039
LF V Steel Tube Fence, Verticals At> 2 -1/2" To 3" On Center With 3" Square
$31,736.36
Posts
Quantity Unit Price
Factor
Total
Installation 475.00 x 60.03 x
1.1130
31,736.36
Echelon II Invincible 3/4 Powder- Coaled Aluminum Rail System.
16
32 31 19
00 0039
0141
For Verticals > 3" To 4" On Center, Deduct
- $2,527.07
Quantity Unit Price
Factor
Total
Installation 475.00 x -4.78 x
1.1130
-2,527.07
17
32 31 19
00 0039
0144
For Aluminum With Satin Finish, Add
$6,619.01
Quantity Unit Price
Factor
Total
Installation 475.00 x 12.52 x
1.1130
6,619.01
'Echelon II Invincible 3/4 Powder - Coated Aluminum Rail System:
18
32 31 19
00 0039
0145
For Third Rail, Add
$3,795.89
Quantity Unit Price
Factor
Total
Installation 950.00 x 3.59 x
1.1130
3,795.89
'Echelon II Invincible 314 Powder - Coated Aluminum Rail System.'
Contractor's Price Proposal - Detail
Page 2 of 3
EZIQC - Southeast
61712012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 012978.00
Work Order Title: Heritage Park Parking Garage Fence Installation
Sect. Item Modifer. UOM Description
Line Total l
Labor Equip. Material (Excluded if marked with an X)
32 - Exterior Improvements
19 32 31 19 00 0039 0146 For V Square x 14 Gauge Pickets, Add
$6,322.95
Quantity Unit Price
Installation
Factor
Total
475.00 x 11.96 x
1.1130
6,322.95
'Echelon II Invincible 3/4 Powder - Coated Aluminum Rail System.'
20 32 31 19 000039 0147 For Color, Add
$1,263.53
Quantity Unit Price
Installation
Factor
-
Total
475.00 x 2.39 x
1.1130
1,263.53
'Echelon II Invincible 3/4 Powder- Coated Aluminum Rail System'
Subtotal for 32 - Exterior Improvements
$50,024.07
Proposal Total
$73,923.30
This total represents the correct total for the proposal. Any discrepancy between line totals,
sub - totals and the proposal total is due to rounding.
Contractor's Price Proposal - Detail Page 3 of 3
EZIQC - Southeast 6/7/2012
,IC
Subcontractor Listing
Date: June 07, 2012
Re: IQC Master Contract #: FLO6- 022912 -SCD
Work Order #:
012978.00
Owner PO #:
%
Title:
Heritage Park Parking Garage Fence Installation
Contractor:
Shiff Construction & Development, Inc.
Proposal Value:
$73,923.30
Name of Contractor
Duties
Amount
%
Mark's Fence & Railings
Installation of Fencing and Gates
$0.00
0.00%
MO Engineers, Inc.
Engineered Shop Drawings
$0.00
0.00%
Shiff Construction &
Development, Inc.
Fencing & Gates Malarial /GC /PM
$0.00
0.00%
X -ray Concrete
X -Ray Slab
$0.00
0.00%
Totals:
$0.00 0.00%
Subcontractor Listing Page 1 of 1
EZ /OC - Southeast 6/7/2012
28 6
L
Varies
with
Height
Varies
with
Height
Standard Heights
7', 81, 9', 111
I�
2" Nom. J C..
8'0.C. Nom.
AV TYPICAL
36" Min.
Footing depth
U,
NOTES:
1.) Post size depends on fence height and wind loads.
See ECHELONII'" post sizing chart.
2.) Panels also available for 6' on center post spacing
3.) Additional heights available on request. Some heights
noted require a fourth rail.
4.) Fourth rail optional.
I %" h FORERUNNER -RAIL
Base Material —
"No -Mar" Polyester
Powder finish coat
PANELBRACKET
Specially designed two
-point connection ensures
fixity of rail ends for
increased strength.
INTERNAL RETAINING ROD
Variable pitch connection system for
ease of installation, high angle
bias ability and elimination of
unsightly external fasteners.
INDUSTRIAL STRENGTHALUMINUM
INTERIOR GUIDE CHANNEL
Channel forms lower limit
of raceway for retaining
rod and allows for high
angle bias ability.
FORERUNNER'°RAIL —
"U "- Chamel specially
formed high strength
architectural shape.
d t.
10"
1 %" FORERUNNER1°Rail
(sec Cross sMion Below)
Post size varies with Height
(See ECHELON It" Post- Sizing eanrt)
(D
1 "7 x .120 wall Picket
Bracket Options
HEAVY POST
For extra strength required
for an Invincible panel.
Values shown are nominal and not to be used for
installation purposes. See product specification
for installation requirements.
a 11-4 v11 'N1.1DLLr, 3 /4 -KA1L 1 1555 N. Mingo
DR: NJB SH . lof 1 SCALE: DO NOT SCALE
AMERISTAR0 Tulsa, OK 74116
�III�I 1 -888- 333 -3422
CK: BS Date 2 -07 -12 REV: f www.ameristarfence.com
AMERISTAR FENCE PRODUCTS
ECHELON II0 - Heavy Industrial Aluminum Ornamental Fence System — Internally Secured
Construction Specification - SECTION 32 3100
PARTI- GENERAL
1.01 WORK INCLUDED
The contractor shall provide all labor, materials and appurtenances necessary for installation of the industrial ornamental aluminum
fence system defined herein at (specify project site).
1.02 RELATED WORK
Section _ _ _ - Earthwork
Section - Concrete
1.03 SYSTEM DESCRIPTION
The manufacturer shall supply a total industrial ornamental aluminum fence system of the Ameristar® Echelon II® (specify
ClassicTm, MaiesticTM, GenesisTM or InvincibleTM) design. The system shall include all components (i.e., pickets, rails, posts, gates
and hardware) required.
1.04 QUALITY ASSURANCE
The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials
and techniques specified.
1.05 REFERENCES
• ASTM B 117 - Practice for Operating Salt -Spray (Fog) Apparatus.
• ASTM B221 - Standard Specification for Aluminum and Aluminum -Alloy Extruded Bars, Rods, Wire, Profiles and Tubes.
• ASTM D523 - Test Method for Specular Gloss.
• ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open -Flame Carbon -Arc
Light and Water Exposure Apparatus.
• ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.
• ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.
• ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).
• ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.
1.06 SUBMITTAL
The manufacturer's submittal package shall be provided prior to installation.
1.07 PRODUCT HANDLING AND STORAGE
Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials
shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and
theft.
PART 2 - MATERIALS
2.01 MANUFACTURER
The industrial ornamental aluminum fence system shall conform to Ameristar Echelon II, (specify Classic, Maiestic. Genesis or
Invincible) (specify 2 -Rail. 3 -Rail, 4 -Rail, 3 -rail with rings or 4 -rail with rings) style manufactured by Ameristar Fence Products, Inc.,
in Tulsa, Oklahoma.
2.02 MATERIAL
A. Aluminum material for fence framework (i.e., tubular pickets, rails and posts) shall conform to the requirements of ASTM B221.
The aluminum extrusions for posts and rails shall be Alloy and Temper Designation 6005 -T5. The aluminum extrusions for pickets
shall be Alloy and Temper Designation 6063 -T5.
Echelon 11 Specification Ameristar Fence Products Rev. 11/08/2011
B. The manufactured framework shall be subjected to the Ameristar thermal stratification coating process (high - temperature, in -line,
multi- stage, and multi - layer) including, as a minimum, a six -stage pretreatment/wash and an electrostatic spray application of a
polyester finish. The topcoat shall be a "no -mar" TGIC polyester powder coat finish with a minimum thickness of 2 mils
(0.0508mm). The color shall be (specify Black. Bronze, White or Desert Sand). The stratification- coated framework shall be capable
of meeting the performance requirements for each quality characteristic shown in Table 2.
C. Material for fence pickets shall be 1" square x 0.062" thick extruded tubing. The cross - sectional shape of the rails shall conform to
the manufacturer's ForeltunnerTM design with outside cross - section dimensions of 1.75" square. The top wall and internal web of the
of the rail shall be 0.070" thick; the sidewalls shall be 0.070" thick for superior vertical load strength. Picket holes in the ForeRunner
rail shall be spaced 4.715" o.c., except for Invincible style 6' long, which shall be, spaced 4.98" o.c. Picket retaining rods shall be
0.125" diameter galvanized steel. Fence posts and gate posts shall meet the minimum size requirements of Table 1. High quality PVC
grommets shall be supplied to seal all picket -to -rail intersections.
D. All fasteners shall be stainless steel. Bracket to rail attachments shall be made using specially designed one -way tamperproof
security bolts with inverted "t- nuts ". Bracket to post connections shall be made using self - drilling hex -head screws.
E. Aluminum castings shall be used for all rings, post caps, finials, and miscellaneous adornments.
2.03 FABRICATION
A. Pickets, rails and posts shall be pre -cut to specified lengths. ForeRunner rails shall be pre - punched to accept pickets.
B. The rail inner slide shall be fully inserted into the rail outer channel to form the raceway for the internal retaining rod. Grommets
shall be inserted into the pre - punched holes in the rails, and pickets shall be inserted through the grommets so that pre - drilled picket
holes align with the internal raceway of the two -part ForeRunner rails. (Note: This can best be accomplished by using an alignment
template). Retaining rods shall be inserted into each ForeRunner rail so that they pass through the pre - drilled holes in each picket, thus
completing the panel assembly.
C. Completed panels shall be capable of supporting a 300 lb. load (applied at midspan) without permanent deformation. Panels shall
be biasable to a 25% change in grade.
D. Gates shall be fabricated using 1.75" sq. reinforced ForeRunner rail material, 1.75" sq. x .250" gate ends, and 1" sq. x .125"
pickets. All rail and upright intersections shall be joined by welding. All picket and rail intersections shall be joined by welding.
PART 3- EXECUTION
3.01 PREPARATION
All new installation shall be laid out by the contractor in accordance with the construction plans.
3.02 FENCE INSTALLATION
Fence post shall be spaced according to Table 3, plus or minus % ". For installations that must be raked to follow sloping grades, the post
spacing dimension must be measured along the grade. Fence panels shall be attached to posts with brackets supplied by the manufacturer.
Posts shall be set in concrete footers having a minimum depth of 36" (Note: In some cases, local restrictions of freezing weather
conditions may require a greater depth). The "Earthwork" and "Concrete" sections of this specification shall govern material
requirements for the concrete footer. Posts setting by other methods such as plated posts or grouted core - drilled footers are permissible
only if shown by engineering analysis to be sufficient in strength for the intended application.
3.03 FENCE INSTALLATION MAINTENANCE
When cutting/drilling rails or posts adhere to the following steps to seal the exposed surfaces; 1) Remove all metal shavings from cut
area. 2) Apply custom finish paint matching fence color. Failure to seal exposed surfaces per steps 1& 2 above will negate warranty.
Ameristar spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to
prevent overspray. Use of non - Ameristar parts or components will negate the manufactures' warranty.
3.04 GATE INSTALLATION
Gate posts shall be spaced according to the manufacturers' gate drawings, dependent on standard out -to -out gate leaf dimensions and gate
hardware selected. Type and quantity of gate hinges shall be based on the application; weight, height, and number of gate cycles. The
manufacturers' gate drawings shall identify the necessary gate hardware required for the application. Gate hardware shall be provided by
the manufacture of the gate and shall be installed per manufacturer's recommendations.
3.05 CLEANING
The contractor shall clean the jobsite of excess materials; post -hole excavations shall be scattered uniformly away from posts.
Echelon 11 Specification Ameristar Fence Products
Rev. 11/08/2011
Table 2 — Coat in Performance Requirements
Table 1— Minimum Sizes for Echelon II Posts
ASTM Test Method
Fence Posts
Adhesion
Panel Height
Adhesion (Retention of Coating) over 90% of test area (Tape and
Post Size
2 -1/2" 3"
2 -1/2" x 2 -1/2" x .080" Alum.
Corrosion Resistance
Up to & Including 6' Height
Corrosion Resistance over 1,000 hours (Scribed per DI654; failure
Bracket Type
w/ reinforced web
mode is accumulation of I /8" coating loss from scribe or medium
Industrial
Industrial
#8 blisters).
Impact Resistance
3" x 3" x .120" Alum.
Impact Resistance over 60 inch lb. (Forward impact using 0.625"
Over 6' Up to & Includin 8' Height
Flat Mount
ball).
4" x 4" x.250" Alum.
D822 D2244, D523 (60' Method)
Over 8' Height Up
to 10'
BB301
of loss or color variance of more than 3 delta -E color units),
Post Settings
Gate Hei
t
f %z" O.C.
Gate Leaf
Uo to & Includina 4'
Over 4' Up to &
Over 6' Up to &
Over 8' Up to &
96 -1/2"
*97.5"
Includin 6'
Including 8'
Includin 10'
Up to 4'
3" x 3" x .120" Alum.
4" x 4" x.250 Alum.
4" x I 1 Ga. steel
4" x 11 Ga.
Post Size
2 -1/2" 3"
or 3" x 12 Ga. steel
3"
steel
4'1 " to 6'
4" x 4" x.250 Alum.
Industrial
Industrial
Industrial
or 3" x 12Ga. steel
3" x 12 Ga. steel
4" x 11 Ga. steel
4" x 11 Ga. steel
6'l " to 8'
4" x 11 Ga. steel
4" x l l Ga. steel
49'x 11 Ga. steel
6" x 3/16" steel
811" to 10'
4" x 11 Ga. steel
4" x l l Ga. steel
6" x 3/16" steel
6" x 3/16" steel
101111 to 12'
4" x 11 Ga. steel
6" x 3/16" steel
6" x 3/16" steel
6" x 3/16" steel
12'1 " to 14' 1
6" x 3/16" steel
6" x 3/16" steel
6" x 3/16" steel
6" x 3/16" steel
Table 2 — Coat in Performance Requirements
Quality Characteristics
ASTM Test Method
Performance Requirements
Adhesion
D3359 — Method B
Adhesion (Retention of Coating) over 90% of test area (Tape and
Post Size
2 -1/2" 3"
knife test).
Corrosion Resistance
B 117 & D1654
Corrosion Resistance over 1,000 hours (Scribed per DI654; failure
Bracket Type
Industrial
mode is accumulation of I /8" coating loss from scribe or medium
Industrial
Industrial
#8 blisters).
Impact Resistance
D2794
Impact Resistance over 60 inch lb. (Forward impact using 0.625"
Universal
Flat Mount
ball).
Weathering Resistance
D822 D2244, D523 (60' Method)
Weathering Resistance over 1,000 hours (Failure mode is 60 %loss
(BB303)
BB301
of loss or color variance of more than 3 delta -E color units),
Table 3— Echelon 11 —Post Spacing By Bracket Type
Span
For INVINCIBLE
For CLASSIC, GENESIS, & MAJESTIC
8' Nominal 91.25" Rail)
8' Nominal (92.625" Rail
Post Size
2 -1/2" 3"
2 -1/2"
3"
2-1/2" 3"
2 -1/2" 3"
Bracket Type
Industrial
Industrial
Industrial
Industrial
Industrial
Flat Mount
Universal
Universal
Flat Mount
Swivel
BB301 )
(BB302)
(BB303)
BB301
BB304*
Post Settings
f %z" O.C.
94 -1/2"
95"
96"
96.5"
96"
96 -1/2"
*97.5"
*98"
Span
For NVINCIBLEY
For CLASSIC, GENESIS, & MAJESTIC
6' Nominal 67.75" Rail)
6' Nominal 71.375 Rail)
Post Size
2 -1/2" 3"
2 -1/2"
3"
24/2" 3"
2 -1/2" 3"
Bracket Type
Industrial
Industrial
Industrial
Industrial
Industrial
Flat Mount
Universal
Universal
Flat Mount
Swivel
BB301)
BB302
BB303
BB304Post
Settings
f 'h" O.C.
75"
75.5"
71.5"
72"
71.5 "
�BB301
*73"
73.5"
*Note: When using BB304 swivel brackets on either or both ends of a panel installation, care must be taken to ensure the spacing
between post and adjoining pickets meets applicable codes. This will require trimming one or both ends of the panel.
Echelon 11 Specification Ameristar Fence Products Rev. 11/08/2011
'_
1, ,
,;
,,. ,
} O/ aOA F
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, Florida 33160
(305) 947 -0606 City Hall
(305) 949 -3113 Fax
1u1NOto7:7_VI11111/1
TO: The Honorable Mayor and City Commission
FROM: Alan J. Cohen, City Manager
DATE: 6/21/2012
RE: Approving the Award of RFP No. 11 -10 -02 and Entering into an
Agreement with Shiff Construction & Development, Inc. for Design,
Fabrication, and Installation of an Aluminum Security Barrier at the
Heritage Parking Garage Top Floor in an amount to not exceed
$73,923.30.
j RECOMMENDATION:
Approve the contract for the installation of a security barrier fence on the top floor of the
Heritage Park Garage.
REASONS:
After the Heritage Park Parking Garage was opened, a safety concern was raised for the
top floor of the garage. The City Commission approved in this year's fiscal budget a
capital project to install a security barrier on the top of the Heritage Park Parking Garage
to address this concern.
A RFP was issued for the project and the only qualified bid the City recieved was for
$160,000. Staff looked at alternative ways to pursue the contract and settled on job order
contracting. The cost of the project using this type of contract is $73,923.30.
FUNDING SOURCE:
Funding is available in account number 35- 600 -5663.
ATTACHMENTS:
Resolution
Agreement
Agenda Item No, 10P�nnate 6/21/2012
197