#10-5563 (Gulf Coast Construction)
eoltrCmmty
Adminisb-ative Services DivIsion
Purthasing
0~'>""
ITEM NO.: \ \ ' \ \oc-'.
FILE NO.:
0\&15
DATE RECEIVED:
Purchasing Department
3327 Tamiami Trail East
Naples, Florida 34112
Telephone: (239) 252-4270 ~ \
FAX: (239) 252-6549 v..J . ~
Email: nicoleparker@colliergov.net D /D/
www.colliergov.net ~ ~ [,..-
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ROUTED TO:
DO NOT WRITE ABOVE THIS LINE
Request for Legal Services
Date:
January 14, 2011
To:
Scott Teach
Deputy County Attorney
From:
Nicole Parker
Contracts Specialist
Re:
#10-5563 NCRWTP High Service Pump VFD Replacement
Contractor: Gulf Coast Construction of Naples, Inc.
BACKGROUND OF REQUEST:
This contract was approved by the BCC on December 14, 2010; agenda item 16.C.1
This item has not been previously submitted.
ACTION REQUESTED:
Contract review and approval.
OTHER COMMENTS:
Please forward to BCC for signature after approval. If there are any questions concerning the document,
please contact me at the telephone number or email address above. Purchasing would appreciate
notification when the documents exit your office.
~~"
G/Acquisitions/AgentFormsandLetters/RiskMgmtReviewoflnsurance4/15/201 0/16/09
RLS# )/)?e~(j/gJS
CHECKLIST FOR REVIEWING CONTRACTS
E"tityNa.." GQ& Cod- C~,";-tib(\oBUYf\es 1\Jn~
Entity name correct on contract? ~ No
Entity registered with FL Sec. of State? . es _No
Insurance /
Insurance Certificate attached? LYes No
Insured registered in Florida? -z.)res No
Contract # &/or Project referenced on Certificate? ~;;:; No
Certificate Holder name correct (BCC)? ~ Y es _No
Commercial General Liability \ ~
General Aggregate Required $ Provided $ 8(\'\', \ Exp. Date . ~4 \ \
Products/Compl/Op Required $ Provided $ (( , J Exp. Date
Personal & Advert Required $ Provided $ \ r<\" \ \ Exp. Date~ I /
Each Occurrence Required $ 2m \ \ \ Provided $ tr .II Exp. Date
Fire/Prop Damage Required $ Provided (] DD,L Exp. Date
Automobile Liability , \ ~ \ \ ,.
Bodily Inj & Prop Required $ ,~ \1_ Provided $ \ M ~ \ \. Exp Date ~a
Workers Compensation . ~
Each accident Required $ \ ,(Yh \\ Provided $ \ m; \ \ Exp Date If , \ \
Disease Aggregate Required $ <? f\.' oJ- Provided $ 0.1 .' I Exp Date 7 I I I
Disease Each Empl Required $ ..,.~ . Provided $ L Exp Date
Umbrella Liability \, D 11'"\1 J \ \ I
Each Occurrence Provided $ \ r(\\ ,\ Exp Date ~
Aggregate Provided $ I' I' Exp Date II I I
Does Umbrella sufficiently cover any underinsured portion? _Yes ~NO
Professional Liability
Each Occurrence Required $
Per Aggregate Required $
Other Insurance
Each Occur Type:
Provided $
Provided $
Exp. Date
Exp. Date
Required $
Provided $ Exp Date_
,/' No
~ No
~ ~
Yes
/Yes No
//: No
~
No
No
~ No
es No
~ No
No
~ No
No
~~:;m;ti." ~)
Date: /
04-COA- 3
County required to be named as additional insured?
County named as additional insured?
Indemnification
Does indemnification meet County standards?
Is County indemnifying other party?
Performance Bond
Bond requirement referenced in contract?
If attached, expiration date of bond
Does dollar amount match contract? ~
Agent registered in Florida?
\ L/ '7 G> S vi)
I \
Signature Blocks
Correct executor name in signature block?
Correct title of executor?
Executor authorized to sign for entity?
Proper number of witnesses/notary?
Authorization for executor to sign, if necessary:
Chairman's signature block?
Clerk's attestation signature block?
County Attorney's signature block?
Attachments
Are all required attachm~nts included?
\
i l
eolL. CouKl;)'
Adninistretive Services Division
Purchasing
Purchasing Department
3327 Tamiami Trail East
Naples, Florida 34112
Telephone: (239) 252-4270
FAX: (239) 252-6549
Email: nicoleoarker@collierQov.net
www.collierQov.netlpurchasinq
Memorandum
Subject:
Solicitation #10-5563
Date:
January 14, 2011
From:
Nicole Parker, Contracts Specialist
DATE RECEIVED
JAN 1 4 2011
RISK IWM6EMENT
To:
Ray Carter, Risk Manager
This Contract was approved by the BCC on December 14, 2010, agenda item 16.C.1.
The County is in the process of being executing this contract with Gulf Coast Construction of Naples, Inc..
The execution cannot take place until verification is received from Risk that all the insurance requirements,
per the contract, have been met. A copy of the original solicitation is attached. The insurance requirements
are on pages GC-CA-B-3 through GC-CA-B-5.
Please review the Insurance Certificate(s) for the referenced Contract.
. If the insurance is not in order. please contact the vendor/insurance company to obtain a proper
certificate. Once you receive the proper certificate(s), please acknowledge your approval and send
to the County Attorney's office via the attached Request for Legal Services.
. If the insurance is in order. please acknowledge your approval and send to the County Attorney's
office via the attached Request for Legal Services.
If you have any questions, please contact me at the above referenced information.
Risk Management Signature
$
Date
(Please route to County Attorney via attached Request for Legal Services)
G/Acquisitions/AgentFormsandLetters/RiskMgmtReviewoflnsurance4/15/201 0/16/09
? .,
MausenGeorgina
From:
Sent:
To:
Cc:
Subject:
CarterRaymond
Tuesday, February 01, 2011 7:55 AM
ParkerNicole
MausenGeorgina; HerreraSandra
Contract 10-5563 "NCRWTP High Service Pump VFD Replacement"
All, Risk has approved the payment and performance bonds in addition to the certificate of insurance provided by Gulf
Coast Construction of Naples, Inc. The contract will now be forwarded to the county attorney's office for their review.
Thank you,
Ray
/lag- Cwr.t:.eJL
Manager Risk Finance
Collier County Board of County Commissioners
3301 East Tamiami Trail
Naples, FL 34112
Office 239-252-8839
Mobile 239-821-9370
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send
electronic mail to this entity. Instead, contact this office by telephone or in writing.
1
eo1Jt.Cmmty
-----L1.'.~:.--..-----.:""""!!""
Administrative Servioos Division
Pun;;hasirlS
NCRWTP High Service Pump VFD Replacement
COLLIER COUNTY BID NO.1 0-5563
COLLIER COUNTY, FLORIDA
Design Professional:
RKS Consulting Engineers, Inc.
0..:.. '~'.;I.\
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:;~~ .
Pmwasing De::00rrE1t. 3301 Tamiami Trail East- Naples, Florida 34112. v.wIV.co!liergov.neUpurchasing
TABLE OF CONTENTS
A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE 1 ONLY)
B. INSTRUCTIONS TO BIDDERS
C. BID, BID SCHEDULE AND OTHER DOCUMENTS
D. AGREEMENT
E. AGREEMENT EXHIBITS
EXHIBIT A: Performance and Payment Bond Forms
EXHIBIT B: Insurance Requirement Form
EXHIBIT C: Release and Affidavit Form
EXHIBIT D: Contractor Application for Payment Form
EXHIBIT E: Change Order Form
EXHIBIT F: Certificate of Substantial Completion Form
EXHIBIT G: Final Payment Checklist
EXHIBIT H: General Terms and Conditions
EXHIBIT I: Supplemental Terms and Conditions
EXHIBIT J: Technical Specifications
EXHIBIT K: Permits
EXHIBIT L: Standard Details (if applicable)
EXHIBIT M: Plans and Specifications prepared by RKS Consulting Engineers,
Inc. and identified as follows: NCRWTP High Service Pump VFD Replacement
as shown on Plan Sheets 1 through 20.
EXHIBIT N: Contractor's List of Key Personnel
www.sunbiz.org - Department of State
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Detail by Entity Name
Florida Profit Corporation
GULF COAST CONSTRUCTION OF NAPLES. INC.
Filing Information
Document Number P01000002821
FEIIEIN Number 593690892
Date Filed 01/08/2001
State FL
Status ACTIVE
Last Event REINSTATEMENT
Event Date Filed 12/17/2003
Event Effective Date NONE
Principal Address
540 10TH STREET NORTH
NAPLES FL 34102
Mailing Address
540 10TH STREET NORTH
NAPLES FL 34102
Registered Agent Name & Address
MEISTER. THOMAS J
540 10TH STREET NORTH
NAPLES FL 34102 US
Name Changed: 02/03/2002
Address Changed: 02/03/2002
Officer/Director Detail
Name & Address
Title P
MEISTER, THOMAS J
1355 SANDPIPER ST
NAPLES FL 34102
Annual Reports
Report Year Filed Date
2009 01/06/2009
2010 01/05/2010
2011 01/10/2011
http://sunbiz.org/scripts/cordet.exe?action=DETFIL&in~doc_number=POI000002821&in...1/18/20 11
www.sunbiz.org - Department of State
Page 2 of2
Document Images
01/1 0/2011 - ANNUAL REPORT' .:-- , 'Y.'ew.'iIii~g~tirFrOF;fofm~(f"<;-'
01/05/2010 - ANNUAL REPORT L:';iT;Vle~ih1age'lh.~D~tqri.Uat"':<',;,f
01/06/2009 -ANNUAL REPORT t',>:..-<itew~rhage ,in 'P-:OP format' .: I
03/17/2008 - ANNUAL REPORT '!I2;~~\Y1ew,:irirag~;!li,:RR,F.f9rru~!j'(',1
01/19/2007 - AN N UAL REPO RT :'CLT,.1?'\Il~w.'fm~g~1i~'8iJ17,:f6.fffi~t,Jr::1
01/17/2006 -- ANN UAL REPORT :<;:i.~~';;;y(~v.i.Ifh~g'~lIfF>.D~fo[tl:1~r'[:F'1
01/18/2005 -ANNUAL REPORT f;j::Z"/ie~rlm~d~.idp6ff6thiaf:"m;';'4
02/20/2004 - ANNUAL REPORT [C;7~'~~jj,N{1r!ia9~irr;pP:E.~i.oi16at"-:,;;;"
12/17/2003 -. REINSTATEMENT fYG;'\Yl~w:iffia:g~irl~pR:F:faj'Qi?t'if<"~"YI
02/03/2002 - ANNUAL REPORT :r-:::" ,-Yi~W:jrnag'ei9:.~QEla.i-n1at~,;;':{-'
01/08/2001 -- Domestic Profitf":<;'Vie~;imag~ihipi::lF.fbrrJilii!;..,'J':f
Note: This is not official record. See documents if question or conflict.
.~.. "~""_".'_""_T"_~."_'_~'_____~ ._,... _'._~ ~~._._~'. .-->C--...c....
,----.-.-.----.~.,--".. ".....~... .'..... .7,_~_,~_.__~_______L'___~._.-_"_ ~. ._"._ ,.~.......,.. .x. .....,..__....._
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cJIt_CowttY
.- - .
Administrative Services Division
Purdla,sing
PUBLIC NOTICE
INVITATION TO BID
COLLIER COUNTY, FLORIDA
NCRWTP High Service Pump VFD Replacement
COUNTY BID NO.1 0-5563
Separate sealed bids for the NCRWTP High Service Pump VFD Replacement,
addressed to Mr. Steve Carnell, Purchasing Director, will be received at the Collier
County Government Complex, 3301 Tamiami Trail East, Purchasing Building,
Purchasing Department, Naples, Florida 34112, until 2:30 P.M. LOCAL TIME, on the
3rd day of November, 2010, at which time all bids will be publicly opened and read
aloud. Any bids received after the time and date specified will not be accepted and
shall be returned unopened to the Bidder.
A non-mandatory pre-bid conference shall be held at the Purchasing Department,
Conference Room A, Purchasing Building "G" at 10:00 a.m. LOCAL TIME on the 13th
day of October, 2010, at which time all prospective Bidders may have questions
answered regarding the Bidding Documents for this Project. All Bidders shall submit all
questions via the Online Bidding System located at colliergov.net\bid. All questions will
be answered in the Online Bidding System. The Engineer's Estimate for this project is
$900,000.00 Dollars.
Sealed envelopes containing bids shall be marked or endorsed "Bid for Collier County
Government, Collier County, NCRWTP High Service Pump VFD Replacement Bid No.
10-5563 and Bid Date of August 25, 2010". No bid shall be considered unless it is
made on an unaltered Bid form which is included in the Bidding Documents. The Bid
Schedule (GC-P-1 through GC-P-15) shall be removed from the Bidding Documents
prior to submittal.
One contract will be awarded for all Work. Bidding Documents may be examined on the
Collier County Purchasing Department E-Procurement website: www.collierqov.netlbid.
Copies of the Bidding Documents may be obtained only from the denoted website.
Bidding Documents obtained from sources other than the Collier County Purchasing
Department website may not be accurate or current.
Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an
amount not less than five percent (5%) of the total Bid to be retained as liquidated
damages in the event the Successful Bidder fails to execute the Agreement and file the
required bonds and insurance within fifteen (15) calendar days after the receipt of the
GC-PN-1
Notice of Award. The Successful Bidder acknowledges and agrees that it shall execute
the Agreement in the form attached hereto and incorporated herein.
The Successful Bidder shall be required to furnish the necessary Payment and
Performance Bonds, as prescribed in the General Conditions of the Contract
Documents. All Bid Bonds, Payment and Performance Bonds, Insurance Contracts and
Certificates of Insurance shall be either be executed by or countersigned by a licensed
resident agent of the surety or insurance company having its place of business in the
State of Florida. Further, the said surety or insurance company shall be duly licensed
and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid
Bonds or Payment and Performance Bonds must file with each bond a certified and
effective dated copy of their Power of Attorney.
In order to perform public work, the Successful Bidder shall, as applicable, hold or
obtain such contractor's and business licenses, certifications and registrations as
required by State statutes and County ordinances.
Before a contract will be awarded for the Work contemplated herein, the Owner shall
conduct such investigations as it deems necessary to determine the performance record
and ability of the apparent low Bidder to perform the size and type of work specified in
the Bidding Documents. Upon request, the Bidder shall submit such information. as.
deemed necessary by the Owner to evaluate the Bidder's qualifications.
The Successful Bidder shall be required to finally complete all Work within three
hundred seventy five (375) calendar days from and after the Commencement Date
specified in the Notice to Proceed.
The Owner reserves the right to reject all Bids or any Bid not conforming to the intent
and purpose of the Bidding Documents, and to postpone the award of the contract for a
period of time which, however, shall not extend beyond one hundred twenty (120) days
from the bid opening date without the consent of the Successful Bidder.
Dated this 1st day of October, 2010.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: /s/ Stephen Y. Carnell
Purchasing/General Services Director
GC-PN-2
PART B - INSTRUCTIONS TO BIDDERS
Section 1. Definitions
1.1 The term "Owner" used herein refers to the Board of County Commissioners, or
its duly authorized representative.
1.2 The term "Project Manager" used herein refers to the Owner's duly authorized
representative and shall mean the Division Administrator or Department Director, as
applicable, acting directly or through duly authorized representatives.
1.3 The term "Design Professional" refers to the licensed professional engineer or
architect who is in privity with the Owner for the purpose of designing and/or monitoring
the construction of the project. At the Owner's discretion, any or all duties of the Design
Professional referenced in the Contract Documents may be assumed at any time by the
Project Manager on behalf of the Owner. Conversely, at the Owner's discretion the
Project Manager may formally assign any of his/her duties specified in the Contract
Documents to the Design Professional.
1.4 The term "Bidder" used herein means one who submits a bid directly to the
Owner,tn response tQthis s.olJcitatiQn., ,_......,. ,. ., ,
1.5 The term "Successful Bidder" means the lowest qualified, responsible and
responsive Bidder who is awarded the contract by the Board of County Commissioners,
on the basis of the Owner's evaluation.
1.6 The term "Bidding Documents" includes the Legal Advertisement, these
Instructions to Bidders, the Bid Schedule and the Contract Documents as defined in the
Agreement.
1.7 The term "Bid" shall mean a completed Bid Schedule, bound in- the Bidding
Documents, properly signed, providing the Owner a proposed cost for providing the
services required in the Bidding Documents.
Section 2. Preparation of Bids
2.1 The Bids must be submitted on the standard form herein furnished by the Owner
(pages GC-P-1 to GC-P-15 as bound in these Bidding Documents). By submitting a Bid,
Bidder acknowledges and agrees that it shall execute the Agreement in the form
attached hereto and incorporated herein. The Bidder shall complete the Bid in ink or by
typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be
accompanied by a hard copy of the completed Bid Schedule which shall be signed and
dated by the Bidder. The Bid may be rejected if it contains any omission, alteration of
form, conditional bid or irregularities of any kind. Bids must be submitted in sealed
envelopes, marked with the Bid Number, Project Name and Bid opening Date and Time,
and shall be addressed to the Collier County Purchasing Department, Purchasing
Building, Collier County Government Complex, 3301 Tamiami Trail, East, Naples,
Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be
GC-IB-1
enclosed in another sealed envelope addressed as above. Bids received at the
location specified herein after the time specified for bid opening will be returned to the
bidder unopened and shall not be considered.
Section 3. Bid Deposit Requirements
3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same
shall be accompanied by a cashiers check, a cash bond posted with the County Clerk, a
certified check payable to Owner on some bank or trust company located in the State
of Florida insured by the Federal Deposit Insurance Corporation, or Bid Bond, in an
amount not less than 5% of the bidder's maximum possible award (base bid plus all
add alternates) (collectively referred to herein as the "Bid Deposit"). The Bid Deposit
shall be retained by Owner as liquidated damages if the Successful Bidder fails to
execute and deliver to Owner the unaltered Agreement, or fails to deliver the required
Performance and Payment Bonds or Certificates of Insurance, all within ten (10)
calendar days after receipt of the Notice of Award. Bid Bonds shall be executed by a
corporate surety licensed under the laws of the State of Florida to execute such bonds,
with conditions that the surety will, upon demand, forthwith make payment to Owner
upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held until the
Agreement has been executed by the Successful Bidder and same has been delivered
to Owner -together-witft. the-required bonds and insurance,after which ,all three ,(3). Bid ..
Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be
released within ten (10) working days of the Bid Opening. No Bid including alternates,
shall be withdrawn within one hundred and twenty (120) days after the public opening
thereof. If a Bid is not accepted within said time period it shall be deemed rejected and
the Bid Deposit shall be returned to Bidder. In the event that the Owner awards the
contract prior to the expiration of the one hundred and twenty (120) day period without
selecting any or all alternates, the Owner shall retain the right to subsequently award to
the Successful Bidder said alternates at a later time but no later than one hundred and
twenty (120) days from opening, unless otherwise agreed by the Purchasing Director
and the Successful Bidder.
3.2 The Successful Bidder shall execute five (5) copies of the Agreement in the form
attached and deliver same to Owner within the time period noted above. The Owner
shall execute all copies and return one fully executed copy of the Agreement to
Successful Bidder within thirty (30) working days after receipt of the executed
Agreement from Successful Bidder unless any governmental agency having funding
control over the Project requires additional time, in which event the Owner shall have
such additional time to execute the Agreement as may be reasonably necessary.
Section 4. Right to Reiect Bids
4.1 The Owner reserves the right to reject any and all Bids or to waive informalities
and negotiate with the apparent lowest, qualified Bidder to such extent as may be
necessary for budgetary reasons.
GC-I B-2
I
;jl
III
Section 5. Si~,"ina of Bids
5.1 Bids submitted by a corporation must be executed in the corporate name by the
president, a vice president, or duly authorized representative. The corporate address
and state of incorporation must be shown below the signature.
5.2 Bids by a partnership must be executed in the partnership name and signed by a
general partner whose title must appear under the signature and the official address of
the partnership must be shown below said signature.
5.3 If Bidder is an individual, his or her signature shall be inscribed.
5.4 If signature is by an agent or other than an officer of corporation or general
partner of partnership, a properly notarized power of attorney must be submitted with
the Bid.
5.5 All Bids shall have names typed or printed below all signatures.
5.6 All Bids shall state the Bidder's contractor license number.
5.7 Failure to follow the provisions of this section shall be grounds for rejecting the
- Bid 'as irregular br-tJltauthorized.- ..,. u_ . U .,. __,__u_
Section 6. Withdrawal of Bids
Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement
for the opening of Bids, provided that the withdrawal is requested in writing, properly
executed by the Bidder and received by Owner prior to Bid Opening. The withdrawal of
a Bid will not prejudice the right of a Bidder to file a new Bid prior to the time specified
for Bid opening.
Section 7. Late Bids
No Bid shall be accepted that fails to be submitted prior to the time specified in the
Legal Advertisement.
Section 8. Interpretation of Contract Documents
8.1 No interpretation of the meaning of the plans, specifications or other Bidding
Documents shall be made to a Bidder orally. Any such oral or other interpretations or
clarifications shall be without legal effect. All requests for interpretations or clarifications
shall be in writing, addressed to the Purchasing Department, to be given consideration.
All such requests for interpretations or clarification must be received at least ten (10)
calendar days prior to the Bid opening date. Any and all such interpretations and
supplemental instructions shall be in the form of written addendum which, if issued,
shall be sent by mail or fax to all known Bidders at their respective addresses furnished
for such purposes no later than three (3) working days prior to the date fixed for the
GC-I B-3
J
opening of Bids. Such written addenda shall be binding on Bidder and shall become a
part of the Bidding Documents.
8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid,
that it has received all addenda issued and it shall acknowledge same in its Bid.
8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid
Conference is non-mandatory.
Section 9. Examination of Site and Contract Documents
9.1 By executing and submitting its Bid, each Bidder certifies that it has:
a. Examined all Bidding Documents thoroughly;
b. Visited the site to become familiar with local conditions that may in any manner
affect performance of the Work;
c. Become familiar with all federal, state and local laws, ordinances, rules, and
regulations affecting performance of the Work; and
d. Correlated-all ofits observations with therequirements of Bidding documents:
No plea of ignorance of conditions or difficulties that may exist or conditions or
difficulties that may be encountered in the execution of the Work pursuant to these
Bidding Documents as a result of failure to make the necessary examinations and
investigations shall be accepted as an excuse for any failure or omission on the part of
the Successful Bidder, nor shall they be accepted as a basis for any claims whatsoever
for extra compensation or for an extension of time.
9.2 The Owner will make copies of surveys and reports performed in conjunction with
this Project available to any Bidder requesting them at cost; provided, however, the
Owner does not warrant or represent to any Bidder either the completeness or accuracy
of any such surveys and reports. Before submitting its Bid, each Bidder shall, at its own
expense, make such additional surveys and investigations as may be necessary to
determine its Bid price for the performance of the Work within the terms of the Bidding
Documents. This provision shall be subject to Section 2.3 of the General Conditions to
the Agreement.
Section 10. Material Requirements
It is the intention of these Bidding Documents to identify standard materials. When
space is provided on the Bid Schedule, Bidders shall specify the materials which they
propose to use in the Project. The Owner may declare any Bid non-responsive or
irregular if such materials are not specifically named by Bidder.
GC-IB-4
!~
services to be purchased, and a physical business address located within the limits of
Collier or Lee Counties from which the vendor operates or performs business. Post
Office Boxes are not verifiable and shall not be used for the purpose of establishing said
physical address. In addition to the foregoing, a vendor shall not be considered a "local
business" unless it contributes to the economic development and well-being of either
Collier or Lee County in a verifiable and measurable way. This may include, but not be
limited to, the retention and expansion of employment opportunities, the support and
increase to either Collier or Lee County's tax base, and residency of employees and
principals of the business within Collier or Lee County. Vendors shall affirm in writing
their compliance with the foregoing at the time of submitting their bid or proposal to be
eligible for consideration as a "local business" under this section.
When a qualified and responsive, non-local business submits the lowest price bid, and
the bid submitted by one or more qualified and responsive local businesses is within ten
percent (10%) of the price submitted by the non-local business, then the local business
with the apparent lowest bid offer (Le. the lowest local bidder) shall have the opportunity
to submit, an offer to match the price(s) offered by the overall lowest, qualified and
responsive bidder. In such instances, staff shall first verify if the lowest non-local bidder
and the lowest local bidder are in fact qualified and responsive bidders. Next, the
Purchasing Department shall determine if the lowest local bidder meets the
u'requirements-ofSe-ction287.087P:S. -.. .,-, ,---- "n...... ..... ....,--..,...
If the lowest local bidder meets the requirements of 287.087, F.S., the Purchasing
Department shall invite the lowest local bidder to submit a matching offer to the
Purchasing Department which shall be submitted within five (5) business days
thereafter. If the lowest local bidder submits an offer that fully matches the lowest bid
from the lowest non-local bidder tendered previously, then award shall be made to the
local bidder. If the lowest local bidder declines or is unable to match the lowest non
local bid price(s), then award will be made to the lowest overall qualified and responsive
bidder. If the lowest local bidder does not meet the requirement of Section 287.087 F.S.
and the lowest non-local bidder does, award will be made to the bidder that meets the
requirements of the reference state law.
Bidder must complete and submit with their bid response the Affidavit for Claiming
Status as a Local Business which is included as part of this solicitation.
Failure on the part of a Bidder to submit this Affidavit with their bid response will
preclude said Bidder from being considered for local preference on this
solicitation.
A Bidder who misrepresents the Local Preference status of its firm in a bid submitted to
the County will lose the privilege to claim Local Preference status for a period of up to
one year.
The County may, as it deems necessary, conduct discussions with responsible bidders
determined to be in contention for being selected for award for the purpose of
GC-I B-6
clarification to assure full understanding of, and responsiveness to solicitation
requirements.
12.3 For Bidders who may wish to receive copies of Bids after the Bid opening, The
Owner reserves the right to recover all costs associated with the printing and distribution
of such copies.
12.4 Certificate of Authority to Conduct Business in the State of Florida
(Florida Statute 607.1501)
In order to be considered for award, firms submitting a response to this solicitation shall
be required to provide a certificate of authority from the Florida Department of State
Divisions of Corporations in accordance with the requirements of Florida Statute
607.1501 (www.sunbiz.orq/search.html). A copy of the document shall be submitted
with the solicitation response and the document number shall be identified. Firms who
do not provide the certificate of authority at the time of response shall be required to
provide same within five (5) days upon notification of selection for award. If the firm
cannot provide the document within the referenced timeframe, the County reserves the
right to award to another firm.
...- -Section-13~'S'afesTax"
13.1 The Successful Bidder acknowledges and agrees that Owner may utilize a sales
tax savings program and the Successful Bidder agrees to fully comply, at no additional
cost to Owner, with such sales tax savings program implemented by the Owner as set
forth in the Agreement and in accordance with Owner's policies and procedures.
Section 14. Exclusion of County Permits in Bid Prices
14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public
Bid Disclosure Act", Collier County will pay for all Collier County permits and fees
applicable to the Project, including license fees, permit fees, impact fees or inspection
fees applicable to this Work through an internal budget transfer(s). Hence, bidders shall
not include these permit/fee amounts in their bid offer. However, the Successful Bidder
shall retain the responsibility to initiate and complete all necessary and appropriate
actions to obtain the required permits other than payment for the items identified in this
section.
14.2 The Successful Bidder shall be responsible for procuring and paying for all
necessary permits not issued by Collier County pursuant to the prosecution of the work.
Section 15. Use of Subcontractors
15.1 To ensure the Work contemplated by the Contract Documents is performed in a
professional and timely manner, all Subcontractors performing any portion of the work
on this Project shall be "qualified" as defined in Collier County Ordinance 87-25,
meaning a person or entity that has the capability in all respects to perform fully the
GC-18-7
Agreement requirements and has the integrity and reliability to assure good faith
performance. A Subcontractor's disqualification from bidding by the Owner, or other
public contracting entity within the past twelve months shall be considered by the Owner
when determining whether the Subcontractors are "qualified."
15.2 The Owner may consider the past performance and capability of a Subcontractor
when evaluating the ability, capacity and skill of the Bidder and its ability to perform the
Agreement within the time required. Owner reserves the right to disqualify a Bidder who
includes Subcontractors in its bid offer which are not "qualified" or who do not meet the
legal requirements applicable to and necessitated by this Agreement.
15.3 The Owner may reject all bids proposing the use of any subcontractors who have
been disqualified from submitting bids to the Owner, disqualified or de-certified for
bidding purposes by any public contracting entity, or who has exhibited an inability to
perform through any other means.
15.4 Notwithstanding anything in the Contract Documents to the contrary, the Bidders
shall identify the subcontractor(s) it intends to use for the categories of work as set forth
in the List of Subcontracts attached hereto, said list to be submitted with its bid. Bidders
acknowledge and agree that the subcontractors identified on the list is not a complete
list of the subcontractors to. be - used on the Project, but father. only the major .
subcontractors for each category of Work as established by Owner. Bidders further
acknowledge that once there is an Award of Contract, the Successful Bidder shall
identify, subject to Owner's review and approval, all the subcontractors it intends to use
on the Project. Once approved by Owner, no subcontractor shall be removed or
replaced without Owner's prior written approval.
Section 16. Prohibition of Gifts
No organization or individual shall offer or give, either directly or indirectly, any favor,
gift, loan, fee, service or other item of value to any County employee, as set forth in
Chapter 112, Part III, Florida Statutes, Collier County Ethics Ordinance No. 2004-05,
and County Administrative Procedure 5311. Violation of this provision may result in one
or more of the following consequences: a. Prohibition by the individual, firm, and/or any
employee of the firm from contact with County staff for a specified period of time; b.
Prohibition by the individual and/or firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, and/or
quotes; and, c. immediate termination of any contract held by the individual and/or firm
for cause.
Section 17. Public Entity Crimes
By its submitting a Bid, Bidder acknowledges and agrees to and represents it is
in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read
as follows:
"A person or affiliate who has been placed on the convicted
vendor list following a conviction for a public entity crime
GC-IB-8
may not submit a bid, proposal, or reply on a contract to
provide any goods or services to a public entity; may not
submit a bid, proposal, or reply on a contract with a public
entity for the construction or repair of a public building or
public work; may not submit bids, proposals, or replies on
leases of real property to a public entity'; may not be
awarded or perform work as a contractor, supplier,
subcontractor, or consultant under a contract with any public
entity; and may not transact business with any public entity
in excess of the threshold amount provided in s. 287.017 for
CATEGORY TWO for a period of 36 months from the date of
being placed on the convicted vendor list."
,-...,..... 10 n
..,.....
"T
CONSTRUCTION BID
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
NCRWTP High Service Pump VFD Replacement
BID NO. 10-5563
Full Name of Bidder Gulf Coast Construction of Naples, Inc.
Main Business Address
540 10th street North Naples FL 34102
,
Place of Business
- same -
Telephone No.
Fax No. 239-262-7995
239-262-8565
State Contractors License #
CGC059411
State of Florida Certificate of Authority Document Number P01000002821
Federal Tax Identification Number
59-3690892
To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA
(hereinafter called the Owner)
The undersigned, as Bidder declares that the only person or parties interested in this
Bid as principals are those named herein, that this Bid is submitted without collusion
with any other person, firm or corporation; that it has carefully examined the location of
the proposed Work, the proposed form of Agreement and all other Contract Documents
and Bonds, and the Contract Drawings and Specifications, including Addenda issued
thereto and acknowledges receipt below:
Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement
included in the Bidding Documents, to provide all necessary machinery, tools,
apparatus and other means of construction, including utility and transportation services
necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and
according to the requirements of the Owner as therein set forth, furnish the Contractor's
Bonds and Insurance specified in the General Conditions of the Contract, and to do all
other things required of the Contractor by the Contract Documents, and that it will take
full payment the sums set forth in the following Bid Schedule:
Unit prices shall be provided in no more than two decimal points, and in the case
where further decimal points are inadvertently provided, rounding to two decimal
points will be conducted by Purchasing staff.
NOTE: If you choose to bid, please submit an ORIGINAL and ONE COPY of your bid
pages.
GC-P-1
BID SCHEDULE
NCRWTP High Service Pump VFD Replacement
Bid No. 10-5563
Please insert your prices via www.colliergov.netlbid
GC-P-2
,:. .."
, .
COLLIER COUNTY, FLORIDA
NCRWTP High Service Pump VFD Replacement - Bid #10-5563
BID FORM
ITEM DESCRIPTION
BASE BID Item No.1: Furnish Allen Bradlev Variable FreQuency Drives:
2
BASE BID Item NO.2: Install Allen Bradlev Variable FreQuency Drives:
3
BASE BID Item NO.3: Furnish and Install HSP VFD Enclosure:
4
BASE BID Item No, 4: Furnish and Install HVAC Svstem Comolete:
5
BASE BID Item No.5: Furnish and install all remainlnQ work:
Bid Total
1A
DEDUCTIVE ALTERNATE Item No. 1A: Furnish Allen Bradlev Variable FreQuency Drives:
BCC Selection of Alternatives
MAJOR EQUIPMENT SUPPLIERS - LIST NAME OF SUPPlER
1A Variable FreQuency Drives: Allen Bradlev no eaual
IAllan Bradley
3 Enclosure manufacturer:
ITAW
4 HVAC Systems
IPage Mechanical- Trane
NOTE: Failure of the bidder to provide infonnation In ALL of the boxes above may result in the
bid proposal being considered non-responsive and rejection of the bid proposal. Zero (0) is
considered a valid response, but a blank Is not.
PRICE
$440,6401
$14.1891
$76.9531
$66.361\
$116.6221
$714,765
$432.000 I (Deductive Price)
t '
...'.'"
MATERIAL MANUFACTURERS
THIS FORM MUST BE COMPLETED OR BID SHALL BE DEEMED NON-
RESPONSIVE
All Bidders shaiI confirm by signature that they will provide the manufacturers and
materials outlined in this Bid specifications. Exceptions (when equals are acceptable)
may be requested by completing the Material Manufacturer Exception List below. If an
exception for a manufacturer and/or material is proposed and listed below and is not
approved by Engineer/Project Manager,' Bidder shall furnish the manufacturer named in
the specification. Acceptance of this form does not constitute acceptance of material
proposed on this list.
Complete and sign section A OR B.
Section A (Acceptance of all manufactures and materials in Bid specifications)
On behalf of my firm, I confirm that we will use all manufacturers and materials
as specifically outlined in the Bid specifications.
Company:
1'1/03/10
Signature:
Section B(Exception requested to Bid specifications manufacturers and materials)
EXCEPTION MATERIAL
EXCEPTION MANUFACTURER
1.
2.
3.
4.
5.
Please insert additional pages as necessary.
Company: '
Signature: .
GC-P-3
,J ."
. ,
LIST OF MAJOR SUBCONTRACTORS
THIS LIST MUST BE COMPLETED OR BID MAY BE DEEMED NON-RESPONSIVE
The undersigned states that the following is a list of the proposed subcontractors for the
major categories outlined in the requirements of the Bid specifications.
The undersigned acknowledges i~s responsibility for ensuring that the Subcontractors
for the major categories listed herein are "qualified" (as defined in Ordinance 87-25 and
Section 15 of Instructions to Bidders) and meet all legal requirements applicable to and
necessitated by the Contract Documents, including, but not limited to proper licenses,
certifications, registrations and insurance coverage. The Owner reserves the right to
disqualify any Bidder who includes non-compliant or non-qualified Subcontractors in its
bid offer. Further, the Owner may direct the Successful Bidder to remove/replace any
Subcontractor, at no additional cost to Owner, which is found to be non-compliant with
this requirement either before or after the issuan~ of the Award of Contract by Owner.
(Attach additional sheets as needed). Further, the undersigned acknowledges and
agrees that promptly after the Award of Contract, and in accordance with the
requirements of the Contract Documents, the Successful Bidder shall identify all
Subcontractors it intends to use on the Project. The undersigned further agrees that all
Subcontractors subsequently identified for any portion of work on this Project must be
qualified as noted above.
Major Category of Work
Subcontractor and Address
E.B. Simmonds
3750 Enterprise Ave., Naples
Page Mechanical
4611 Cummins ct.. Ft. Myers
1.
Electrical
2.
HVAC
3.
4.
5.
Company:
Signature:
GU1~ coaliiitnstrU~tion ~f Naples, Inc.
. ~'i .... ..Dale; 11/03/10
GC-P-4 '
.,.''''
. .
STATEMENT OF EXPERIENCE OF BIDDER
The .Bidder is required to state below what work of similar magnitude completed within
the last five years is a judge of its experience, skill and business standing and of its
ability to conduct the work as completely and as rapidly as required under the terms of
the Agreement. '
Proiect and Location'
1.
David Lawrence Center Reno
,6075 Bathev Lane, Naples
2.
Hazelden Building
950 6th Ave_ No_, Nap]e~
3.
Vocatus Medical Bldg.
4513 Executive Dr., Naples
Reference
Scott Geltemeyer
354-1420
Ann Rr::lY
f\r;7 ?1~ .dQor;
Dr. otto
643-3514
4. Gulf Coast Arne+ican Fabricators
3705 Westview Dr., Naples Carlow Diaz
5.
Woman to Woman OBGYN
-1735 sw IlealUi Pkwy., Nd.I:Jles
6.
Marina Bay Club
13105 Vanderbilt Dr., Naples
Dated
11/03/10
BY:
GC-P-5
261 4459
Dr. Young
591-3311
Kathleen Downey
649-1118
Gulf Coast Construction of Naples, Inc.
Bid.~~I.
--r~~
_.t.,
, .
TRENCH SAFETY ACT
Bidder acknowledges that included in the various items' of the bid and in the Total Bid
Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida)
effective October 1, 1990. The Bidder further identifies the cost to be summarized
below:
Failure to complete the above may result in the Bid being declared non-responsive.
Dated
11/03/10
GC-P-6
Gulf Coast Construction of Naples,Inc.
BY:
_Bidde~j
,J.,
, '
eotlr Cmmty
Adrrinisb"ative Services DMsion
Purt:hasing
Affidavit for Claiming Status as a Local Business
BI0#:10-5563 (CHECK ApPROPRIATE BOXES BELOW)
State of Florida (Select County if Vendor is described as a Local Business
ex Collier County
D Lee County
Vendor affirms that it is a local business as defined by the Purchasing Policy of the Collier County Board of
County Commissioners and the Regulations Thereto. As defined in Section XI of the Collier County Purchasing
Policy;
A "local business" is defined as a business that has a valid occupational license issued by either Collier or Lee
County for a minimum of one (1) year prior to a Collier County bid or proposal submission that authorizes the
business to provide the commodities or services to be purchased, and a physical business address located
within the limits of Collier or Lee Counties from which the vendor operates or performs business. Post Office
Boxes are not verifiable and shall not be used for the purpose of establishing said physical address. In addition
to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic
development and well-being of either Collier or Lee County in a verifiable and measurable way. This may
include, but not be limited to, the retention and expansion of employment opportunities, the support and
increase to either Collier or Lee County's tax base, and residency of employees and principals of the business
within Collier or Lee County. Vendors shall affirm in writing their compliance with the foregoing at the time of
submitting their bid or proposal to be eligible for consideration as a "local business" under this section.
3
Collier or Lee CoU~
Signature: ' . l'
-~ ~
540 10th street No., Naples, FL
34102
Title: President
STATE OF FLORIDA
[XI COLLIER COUNTY
o LEE COUNTY
Sworn to and Subscribed Before Me, a Notary Public, for the above State and County, on this
of N overnber 20 1 0 .
7lu-g - 4- cf~
, Notary Public
1-a2i-t~
3rd
Day
My Commission Expires:
MARY.ANNE LORISTON
MY COMMISSION # DO 781173
EXPIRES: January 28. 2012
, Bonded lhru NolaIy Pubic UndelWriters
(AFFIX OFFICIAL SEAL)
GC-P-7
. '
_, .1
eo't1eT County
Adninislrative Services Divisia1
Purdlasing
Immigration Law Affidavit Certification
This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with
formal Invitations to Sid (ITS's) and Request for Proposals (RFP) submittals. Further, Vendors I Bidders are
required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the
time of the submission of the vendor's/bidder's proposal. Acceptable evidence consists of a copy of the
properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum
of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment
in the E-Verifv proaram. shall deem the Vendor I Bidder's proposal as non-responsive.
Collier County will not intentionally award County contracts to any vendor who knowingly employs unauthorized
alien workers, constituting a violation ofthe employment provision contained in 8 U.S.C. Section 1324 a(e) Section
274A(e) of the Immigration and Nationality Act ("INN).
Collier County may consider the employment by any vendor of unauthorized aliens a violation of Section 274A (e)
of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA
shall be grounds for unilateral termination of the contract by Collier County.
Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration
Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of
Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System
(E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration
at the time of submission of the Vendor's / Bidder's proposal.
Gulf Coast Construction of Naples, Inc.
Company Name
State of
Florida
Thomas J. Meister
~
Title
President
Print Name
Signature
Date
11/03/10
County of
Collier
The foregoing instrument was signed and acknowledged before me this 3rd day of November
20-22, by
Thomas J. Meister
(prin~ype Name)
~P~bIiC~I~
Mary-Anne Loriston
Printed Name of Notary Public
DD781173 / 01-28-12
Notary Commission Number/Expiration
who has produced (personally known) as identification.
(Type of Identification and Number)
'~ MARY.ANNE LORISTON
.:a MY COMMISSION' DD 781173
'''f EXPIRES: January 28, 2012
, Bonded Thru NoIary NlIc UndelW!tl61S
The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy
of this affidavit to interrogatories hereinafter made.
Gt,-P-B
. '
..}..
Upon notification that its Bid has been awarded, the Successful Bidder will execute the
Agreement form attached to the Bidding Documents within ten (10) calendar days and deliver
the Surety Bond or Bonds and Insurance Certificates as required by the Contract Documents.
The bid security attached is to become the property of the Owner in the event the Agreement,
Insurance Certificates and Bonds are not executed and delivered to Owner within the time
above set forth, as liquidated damages, for the delay and additional expense to the Owner, it
being recognized that, since time is of the essence, Owner will suffer financial loss if the
Successful Bidder fails to execute and deliver to Owner the required Agreement, Insurance
Certificates and Bonds within the required time period. In the event of such failure, the total
amount of Owner's damages, will be difficult, if not impossible, to definitely ascertain and
quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated
damages from the Successful Bidder in the event it fails to execute and deliver the
Agreement, Insurance Certificates, and Bonds as required hereunder. The Successful Bidder
hereby expressly waives and relinquishes any right which it may have to seek to characterize
the above noted liquidated damages as a penalty, which the parties agree represents a fair
and reasonable estimate of Owner's actual damages at the time of bidding if the Successful
Bidder fails to execute and deliver the Agreement, Insurance Certificates, and Bonds in a
timely manner.
Upon receipt of the Notice of Award, the undersigned proposes to commence work at the site
within 5 calendar days from the commencement date stipulated in the written Notice to
Proceed unless the Project Manager, in writing, subsequently notifies the Contractor of a
modified (later) commencement date. The undersigned further agrees to substantially
complete all work covered by this Bid within three hundred thirty (330) consecutive calendar
days, computed by excluding the commencement date and including the last day of such
period, and to be fully completed to the point of final acceptance by the Owner within forty-
five (45) consecutive calendar days after Substantial Completion, computed by excluding
commencement date and including the last day of such period.
Respectfullv Submitted:
State of Florida
County of Collier
Thomas J. Meister
, being first duly sworn on oath
deposes and says that the Bidder on the above Bid is organized as indicated and that all
statements herein made are made on behalf of such Bidder and, that this deponent is
authorized to make them.
Thomas J. Meister
, also deposes and says that it
has examined and carefully prepared its Bid from the Bidding Documents, including the
Contract Drawings and Specifications and has checked the same in detail before submitting
this Bid; that the statements contained herein are true and correct.
(a) Corporation
The Bidder is a corporation organized and existing under the laws of the State of
Florida which operates under the legal name of
Gulf C-o;:!!'d- ("on~t-rll,...t;on of Naples, Inc. , and the full names of its officers
are as follows:
GC-P-9
. .
J.,
President
Thomas J. Meister
Secretary
Robert P. Meister, Jr.
Treasurer
Manager
Mary-Anne Loriston
1"1..:.
[''':'..LI d.Dk. f.o.l tL.!!. !l61..~dl.~
;" Qull,v, iL.vd Lv ~I~" "v,,~LI U"lIVII bld~ Qlld
B~ _~L:",.. ",r :L 8.!!..l. J At IiL __L.J.. _ Lh_..
, Ii 88~ifi88 881!Y of ..RiRR i! Lar!!! att.!ul.38 (strike out
this last sentence if not applicable).
(b) Co-Partnership
The Bidder is a co-partnership consisting of individual partners whose full names are as
follows:
The co-partnership does business under the legal name of:
(c) Individual
The Bidder is an individual whose full name is
operating under a trade name, said trade name is
, and if
DATED
legal entity
BY:
Name of Bidder (Typed)
Witness
Witness
Signature
Title
GC-P-10
....
STATE OF
COUNTY OF
Florida
Collier
The foregoing instrument was acknowledged
2010, by Thomas J. Meister
Gulf Coast Construction of NaplesTnna
the corporation. He/she is personally
N/A (person~lly known)
did (did not) take an oath.
My Commission Expires:
,I'''''''', MARY. nINE I 'ORISTON
~".~ -1\11 ~
~: .~~ MYCOMMISSIONIDD7B1173
- . . = EXPIRES: January 28, 2012
iii," Bonded Thru NolaIy Public Underwriters
NAME:
(AFFIX OFFICIAL SEAL)
GC~P-11
before me this 3rd day of November ,
,as Prp~; npnt- of
Florida corporation, on behalf of
known to me or has produced
as identification and
tlW~ _ ,Jl~k/l,-
(Sign&ure of Notary) .
Mary-Anne Loriston
(Legibly Printed)
Notary Public, State of FL
Commission No.: DD7 R 11 7 ~
....
B~D BONO
KNOW ALL MEN BY THESE PRESENTS, that we Gulf Coast Construction of Naples, Inc.
(herein after caHed the Principal) and
Fidelity and Deposit Company of Maryland ....... ... ... . .
{herein called the Surety}, a corporation chartered and existing under the laws of the
State of Maryland with its principal offices in the 'city of Sch~umburg,J~
and authorized to do business in the State of Florida are herd and
firmly bound unto the Board()fCounty Commissioners ColHerCounty, Florida
(hereinafter caUed the Owner), in the full and just sum of
Five Percent of the Amount Bid dollars ($ 5% )
good and lawful money of 'the United States of America, to be paid upon demand of the
Owner. to which payment well and truly to be made. the Pdncipal and the Surety bind
themselves, their heirs, and executors. adminIstrators. and assigns. jointly and severally
and firmly by these presents,
Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for
furnishing all labor, materials, equipment and incidentals necessary to furnish, install,
and fuUycomplete the Work on the Project known as
NCRWTP High Service Pump VFDReplacement
Bid No.10..S563
NOW. THEREFORE. if the Owner shan accept fheBidof the PR'NC~PAL and the
PRINCIPAL shall enter into the required Agreement with the Owner and within ten days
after the date of a written Notice of Award in accordance with the terms of such Bid. and
give such bond or bonds in an amount of 100% the total Contract Amount as specified in
the Bidding DocumE;!nisor Contract Documents with good and sufficient surety for the
faithful performance of the Agreement and for the prompt payment of irabor, materials and
supplies furnished in the prosecution thereof or. in the event of the failure of the
PRINCIPAL to ,enter into such Agreement or to give such bond or bonds. and deliver to
Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE
the fixed sum of $ 5% of the Amount Bid noted above as liquidated damages. and not
as a penalty. as provided in the Bidding Documents. then this obligation shall be null and
void. otherwise to remain in full force and effect
Gc:.P-12
'.
~.
IN TESTIMONY Thereof, the Principal and Surety have caused these pres.~nts to
be duty signed and sealed this 3rd day of November ~.' 2010.
Pr!r;tcipaj~.," ,
(Seal) .
Surety
(Seal)
BY
Inquiries: (407) 834-0022
GC-P,,;,13
4.
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY TIffiSE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary,
in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, . are set forth on the
reverse side hereof and are hereby certified to be in full force and effect on the date h~e , c@s by nominate, constitute
and appoint J. W. GUlGNARD, Jennifer L. MCCARTA, BryCe~G '~CIS' April L.
LIVELY, Paul J. CIAMBRIELLO, Margie MORRIS, Pe \ ys \ ngwood, Florida,
EACH its true and lawful agent and Attorney-in-Fa l:> ~ ' . e, ~~~~ , and on its behalf as surety, and
as its act and deed: any and all bonds ~~d' . , ariA ~~~~};h~nds or undertakings in pursuance of
these presents, shall be as bind~~p~~ ~ amtply, to all intents and purposes, as if they had been
duly executed and ~d"bY~"tIr€lr larlieJq~~ers of the Company at its office in Baltimore, Md., in their
own proper persons~\5~r ;~ that issued on behalf of J. W. GUIGNARD, Jennifer L. MCCARTA,
Bryce R. GUIGN~~ S, April L. LIVELY, Paul J. ClAMBRIELLO, Margie MORRIS, Peggy SNOW,
Allyson FOSS, date~'4;1olO.
The said Assistant Secretary does hereby certifY that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said Company, and is now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 12th day ofJuly, A.D.
2010.
ATTEST:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
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By:
Assistant Secretary William J. Mills
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Eric D. Barnes
Vice President
State of Maryland }ss.
City of Baltimore .
On this 12th day of July, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
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Constance A. Dunn Notary Public
My Commission Expires: July 14,2011
POA-F 031-4124
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. .
BUSINESS CONTACT INFORMATION
(Firm's Complete Legal Name)
Gulf Coast Construction of Naples, Inc.
Main Business
Thomas J. Meister
Contact Name
Title President
540 10th street No.
(Address)
Naples, FL
34102
(City, State, ZIP)
Ph N 262-8565
one o.
FAX No. 262...:.7995
Email address:T.T(clqnlfC!o;:)~tC!om::t-rll(..tion.com
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ADDITIONAL CONTACT INFORMATION
Send Payments To
(REQUIRED ONLY if different from above)
(Company Name used as Payee)
Contact Name
Title
Office Servicing Collier County Account
/Place Orders/Request Supplies
(REQUIRED ONLY if different from above)
Contact Name
Title
GC-P-14
(Address)
(City, State, ZIP)
Phone No.
FAX No.
Email address:
(Address)
(City, -State, ZIP)
Phone No.
FAX No.
Email Address:
,..
T HIS S' H E E T MUS T B E S I G NED BY V END 0 R
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Department
BIDDERS CHECK LIST
IMPORTANT: Please read carefully, sign in the spaces indicated and return with
your Bid.
Bidder should check off each of the following items as the necessary action is completed:
1. The Bid has been signed.
2. The Bid prices offered have been reviewed.
3. The price extensions and totals have been checked.
4. Any required drawings, descriptive literature, etc. have been included.
5. Any delivery information required is included.
6. Local Vendor Preference Affidavit completed.
7. Immigration Affidavit completed.
8. Certificate of Authority to Conduct Business in State of Florida.
9. If required, the amount of Bid bond has been checked, and the Bid bond or
cashiers check has been included.
10. Any addenda have been signed and included.
11. The mailing envelope has been addressed to:
Purchasing Director
Collier County Government Center
Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
12. The mailing envelope must be sealed and marked with:
<::>Bid Number; 10-5563
<::>project Name; NCRWTP High Service Pump VFD Replacement
<::>Opening Date. 11/3/10
13. The Bid will be mailed or delivered in time to be received no later than the
specified openinq date and time. (Otherwise Bid cannot be considered.)
ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER
AND PROJECT NAME ON THE OUTSIDE OF THE COURIER PACKET
Gulf Coast Construction of Naples, Inc
Bidder Name
.- ~~lJj" ,
.' lc ~7t
Signature & TitlE 'Thomas
11/03/10
J. Meister / Pres.
DATE:
GC-P-15
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---'~--.~
Adrrinistrative Services DMsion
Purdlasilig
Email: ScottJohnson@colliergov.net
Telephone: (239) 252-8995
FAX: (239) 252-6588
ADDENDUM 1
Memorandum
Date:
October 11, 2010
From:
Scott D. Johnson
Purchasing Agent
To:
I nterested Bidders
Subject:
Addendum # 1
Solicitation # and Title 10-5563 NCRWTP High Service Pump VFD Replacement
The following clarifications are issued as an addendum identifying the following change (s)
for the referenced solicitation:
. Division 15 HVAC & Plumbing Specification were left out of the original file
If you require additional information please post a question on the Online Bidding site or
contact me using the above contact information.
c:
Please sign below and return a copy of this Adden,c:lum\Yitti'yc>urslIbrnittal. for the'abov:e referenced
SOIiCRaUOD?-llt1? .. .. .. m ........ .. . ... . ...
(Signature)' ,.. J,c- . .... ..'
.. -, - -" . ,,-, "---"-'- --
,Gulf Coas,t,const~,l1qtloI').~~:>.f."~~~J:~s,<r;n2:,'
(Name ofFirm}..../., ., ,'" ..,
AddendumTemplate
Revised: 4/15/10
1
DIVISION 15 – HVAC & PLUMBING SPECIFICATIONS INDEX
NORTH COUNTY REGIONAL WATER TREATMENT PLANT
BASIC MATERIALS AND METHODS
15050 HVAC & PLUMBING BASIC MATERIALS AND METHODS
15141 HOUSEKEEPING PADS, CONCRETE
15161 VIBRATION ISOLATION EQUIPMENT
15191 INSULATION, HVAC AND PLUMBING
15520 PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
15530 REFRIGERANT PIPE, VALVES AND SPECIALTIES
EQUIPMENT & SYSTEMS
15671 CONDENSING UNITS: AIR COOLED HERMETIC
15852 AIR HANDLING UNIT SPLIT SYSTEM
15890 DUCTWORK
15936 AIR DISTRIBUTION DEVICES
TESTING
15980 PERFORMANCE VERIFICATION, PRELIMINARY
15981 PERFORMANCE VERIFICATION, FINAL
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 INDEX - 1
SECTION 15050
HVAC & PLUMBING BASIC MATERIALS AND METHODS
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The CONTRACTOR shall furnish all equipment, materials, labor, and services as
required for complete and properly functioning HVAC systems and complete and
operational modifications to the domestic water piping system as shown on the Drawings,
as specified, and in accordance with all applicable codes.
B. The CONTRACTOR shall pay for all licenses, fees, inspections and permits required to
complete the HVAC and plumbing systems.
C. HVAC and plumbing installation shall be completed in accordance with all current
requirements of National, State and Municipal Codes, Rules, Regulations, Ordinances
and Laws as they are adopted by the authority having jurisdiction and as they may apply.
Conformance with the following requirements is a minimum:
1. Florida Building Code, Building, 2007 Edition with 2008 and both 2009
amendments and supplements.
2. Florida Building Code, Mechanical, 2007 Edition with 2008 and both 2009
amendments and supplements.
3. Florida Building Code, Plumbing, 2007 Edition with 2008 and both 2009
amendments and supplements.
4. Florida Fire Prevention Code, 2007 Edition.
5. National Electrical Code, NFPA 70, 2008 Edition.
6. National Fire Alarm Code, NFPA 72, 2002 Edition.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Division 1 (All Sections)
B. Painting
C. Electric Service and Distribution
1.03 GENERAL INFORMATION AND DESCRIPTION
:
A. Electrical Provisions
1. Work of HVAC shall include the electrical requirements which are indicated to
be integral with HVAC work and which can be summarized to include (but not
necessarily be limited to) the following:
a. Motors.
b. Motor starters.
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
c. Wiring from mechanical equipment to electrical work termination
(junction box or disconnect switch).
d. Control switch, pilot lights, interlocks and similar devices.
e. Electrical work specified in Division 15 for the HVAC control system.
f. Drip pans to protect electrical work.
: subject to compliance with requirements, provide products by one of the
B.Manufacturers
following:
1. Marathon
2. General Electric
3. Reliance
4. Westinghouse
5. Baldor Electric Co.
6. Emerson
7. Lincoln
8. MagnaTek
:
C. General
1. Select motors for continuous duty conditions in which they will be required to
perform; i.e., general purpose, splash-proof, explosion proof, standard load, high
torque, or any other special type as required by the equipment motor
manufacturer's recommendations.
2. Motor enclosures shall be of the type recommended by the equipment
manufacturer for the specific application. Unless otherwise indicated or required,
motors shall be totally enclosed fan cooled type.
3. All motors shall be furnished for starting in accordance with electric utility
company's requirements and shall be compatible with the motor starter and
driven load. Motors shall not exceed full-rated nameplate load when operated at
the specified capacity and under the most severe conditions likely to be
encountered. The motor service factor shall not be used to justify exceeding
nameplate amperage.
4. Unless otherwise indicated, motors 1/3 horsepower and less shall be single phase.
Motors 1/2 horsepower and larger shall be 3 phase, squirrel-cage induction type.
5. All material shall be new and guaranteed for service intended. Sound power
levels for motors shall be no greater than the guidelines recommended by NEMA
MG 1-12.49. A motor which, in the opinion of the Engineer, generates excessive
noise within the occupied area of the building shall be replaced with a quieter
operating motor at no additional cost to the Owner.
6. Verify the circuit voltage and phase being furnished to the motor. All motors
shall be 1750 rpm unless noted otherwise. Motors shall operate with electrical
input voltage variations of plus or minus 10 percent of nameplate rating or
frequency variations of plus or minus 5 percent of nameplate rating.
: Provide NEMA Design B for normal starting torque with Standard MG1-12.42
D. Design
Class B insulation unless noted otherwise or required by the equipment on which the
motor is being used. Motors shall be designed for operation in 40 degree C. ambient at
1.15 service factor and shall have all copper windings. Motors shall meet or exceed the
locked-rotor (starting) and breakdown (maximum) torques for the NEMA rating. Locked
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
rotor current shall not exceed 6 times full-load current. Motor current density and
heating characteristics shall be such that the motor insulation will not fail if subjected to
locked-rotor current for 20 seconds.
: Motors 1 horsepower and larger, except specifically wound motors, shall be
E. Efficiency
high efficiency design. Nominal efficiency of each motor shall meet or exceed the value
listed below when tested in accordance with NEMA MG 1-12.54.1 and shall be labeled
on the motor nameplate in accordance with 1.12.54.2. High-efficiency motors shall be
different from the manufacturer's standard product through the use of premium materials,
design and improved manufacturing processes to reduce motor losses.
TABLE - MOTOR EFFICIENCY
2-Pole 3600 RPM 4-Pole 1800 RPM
HPNominal Minimum Nominal Minimum
1.082.581.582.581.5
1.584.082.584.082.5
2.084.082.584.082.5
3.086.585.587.586.5
5.087.586.587.586.5
7.588.587.589.588.5
1089.588.589.588.5
F. Power Factor: All equipment furnished utilizing a combined electrical load of greater
than 1000 watts shall have a power factor of not less than 0.90 under rated load
conditions. Where motors are not available with a minimum 0.90 power factor, provide
motor mounted power factor correction capacitor to improve power factor to at least 0.90
under rated load condition.
G. Single Phase: Single phase motors for hard starting applications including air
compressors and outdoor installations shall be capacitor start/induction run or capacitor
start/capacitor run type designed for the application. Motors for fans and pumps located
indoor may be split phase with permanently lubricated sealed ball bearings and shall be
selected for quiet operation. Motors 1/8 horsepower and below may be shaded pole type
with permanently sealed bearings.
1.04 DISCONNECTING MEANS
A.Location: Each electrically connected item which is part of the mechanical equipment or
installation shall be provided with a disconnecting means as required by the NEC within
sight of the item. A remote lockable type breaker or disconnect switch is not acceptable.
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
For disconnects not furnished as an integral part of the mechanical equipment see Section
16480, MOTOR CONTROLS AND RELATED EQUIPMENT.
: A disconnecting device with fuse protection shall be provided where
B.Fused Disconnect
required by code or as directed by the authority having jurisdiction.
1.05 WIRING
: All electrical circuit wiring for motors, heating elements, components, etc. which
A.Power
serves a part of any equipment or system is defined as power wiring.
: Interlock wiring is defined as a series of interlocks applied to associated
B.Interlock
equipment in such a manner as to prevent or allow operation of the equipment in a
prearranged sequence.
: Control wiring is broadly defined as the methods and means of governing the
C.Control
performance of any electrical apparatus, machine, or system.
1.06 FACTORY PRE-WIRED CONTROL PANEL
: Factory pre-wired control panels furnished with any equipment shall
A.Quality Assurance
be UL Listed.
: Motor starter included in a factory pre-wired control panel shall comply with the
B.Starter
paragraph included in this Section entitled "MOTOR CONTROLLER".
: Each control panel shall be provided with a disconnecting means for each
C.Disconnect
motor and control circuit controlled by the panel. Where more than one motor or control
circuit is controlled each shall be provided with a fused disconnect or circuit breaker
: Factory pre-wired control panels shall be provided with internal wiring to a
D.Wiring
single set of incoming lugs for a single point electrical power connection.
: When control transformers are provided or other electrical voltages are
E.Transformers
required other than or in addition to the electrical power connection, provide fuse
protection and disconnecting means.
:
F. Electrical/HVAC Work
6. Definitions:
a. Power Circuit: Circuit which carries main electric power to apparatus to
which the power circuit is connected.
b. Control Circuit: Circuit which carries electrical signals directing the
performance of a controller but which does not carry the main electric
power. (See NEC, Section 430-71.) Such circuits shall also include
those which serve a dual control and power function (e.g., a line voltage
thermostat circuit which both activates and powers a small fan motor).
c. Controller: A device or group of devices, which serves to govern, in
some predetermined manner, electric power delivered to apparatus to
which the controller is connected and includes any switch or device
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
normally used to start and stop a motor. (See NEC, Article 100,
Definitions, "Controller", and Section 430-81(a).)
d. Control Device: A device which reacts to an operating condition
(pressure, temperature, flow, humidity, etc.) and which initiates
transmission of an electrical control signal which causes operation of a
controller which causes operation of pressure switches, etc.
e. Auxiliary Control Device: A device (such as a low voltage control
transformer, or electric relay) which is located in a control circuit and
which carries or responds to (but does not initiate) an electrical control
signal initiated by a control device.
7. Work of HVAC includes (but is not necessarily limited to):
a. Provide:
1) All controllers which are generally manufactured or shipped as
integral with HVAC equipment.
2) All electric motors and other electrical power consuming
equipment which is specified in HVAC.
3) All control circuits (including conduit and boxes) from the
Division 16 panels to point of use including the necessary circuit
breakers.
4) All other control circuits, including conduit and boxes.
5) All control connections to HVAC equipment.
6) All control connections to controllers, switches, motors and other
HVAC systems electrical power consuming equipment.
7) Auxiliary control devices.
8) All control devices (such as thermostats, pressure switches, and
flow switches) and make control circuit connections thereto.
9) Any and all electronic and electric control devices and electric
connections thereto.
10) All duct smoke detectors and make control circuit connections
thereto.
b. Furnish:
1) All controllers that are generally manufactured, shipped, or
manufactured and shipped as separate but companion items to
HVAC equipment.
8. Work of Division 16 relative to HVAC and plumbing work includes (but is not
necessarily limited to):
a. Provide:
1) All power circuits, including conduit and boxes.
2) All power connections to controllers, switches, motors and other
HVAC systems electrical power consuming equipment.
3) All remote motor disconnects (remote from the related
controller) at all locations required by NEC and connections
thereto except those disconnects which are specified in Sections
relating to HVAC work to be provided as part of the equipment
itself.
4) All controllers (except those which are generally manufactured
or shipped as separate but companion items to HVAC
equipment.
b. Install:
1) All controllers which are generally manufactured, shipped, or
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
manufactured and shipped as separate but companion items to
HVAC equipment.
:
G.Coordination
1. Provide all required coordination and supervision where HVAC work
connects to or is affected by work of others.
:
H. Provisions for Openings
1. Provide all openings required for HVAC work. Provide sleeves or other
approved methods to allow passage of items installed under any Section relating
to HVAC work.
1.07 SUBMITTALS
: Submittals shall meet the requirements of the Section entitled "Submittals".
A.General
Each submittal shall include the applicable equipment identification number and
specification Section number.
: Submit each item of manufacturer's literature, performance data and installation
B.Time
instructions covered in each section of this Division under an individual letter of
transmittal within 30 days after Notice to Proceed unless otherwise indicated.
: All items required for each section shall be reviewed before
C.Submitter's Review
submittal. Submittal information for each item shall bear a review stamp of approval,
indicating the name of the submitter, the initials of checker and date checked.
Responsibility for errors or omissions in submittals is not relieved by the Engineer's
review of submittals.
1.If the submittal item is different than the scheduled item or if the item is not
specified by manufacturer's name and model number, the submittal shall comply
with the requirements of the paragraph entitled "Substitutions" in this section of
these specifications.
2. If the submittal item is different than the scheduled item and the manufacturer is
listed in the specification, submit a completed REQUEST FOR ALTERNATE
MANUFACTURER form which is included after the end of this section. An
alternate manufacturer is defined as a manufacturer listed in the specifications by
name only and is not scheduled or identified by a specific product name and
number. The alternate manufacturer's submittal, other than the form used, shall
comply with all of the specification requirements listed under the paragraph
entitled "Substitutions".
3. Review of the submittal data, whether indicated with "APPROVED" or with
review comments, does not constitute authorization for or acceptance of a change
in the contract price.
: The submittal data will be reviewed only for general
D.Engineer's Review
conformance with the design concept of the project and general compliance with
the contract documents. Any action shown is subject to the requirements of the plans and
specifications. Submittal data review does not include quantities; dimensions, which
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
shall be confirmed and correlated at the job site; fabrication processes; techniques of
construction; and co-ordination of the submittal data with all other trades. Copies of the
submittal data will be returned marked "APPROVED", "APPROVED AS NOTED",
"RETURNED FOR CORRECTION AND RESUBMITTAL", "DISAPPROVED" or
“SUBMIT SPECIFIED ITEM".
: Submittal items shall be inserted in a Technical Information Book.
E.Submittal Items
Mark the appropriate specification section or drawing reference number in the right hand
corner of each item. All typewritten pages shall be on the product or equipment
manufacturer printed letterhead.
1. Manufacturer's Literature: Where indicated, include the manufacturer's printed
literature. Literature shall be clearly marked to indicate the item intended for use
and shall provide enough dimensional data for field coordination and installation.
2. Performance Data: Provide complete information, including but not limited to
the data indicated on the drawings or in these specifications, wiring and control
diagrams, scale drawings showing that proposed equipment will fit into allotted
space (indicate all service access, connections, etc.), and other data required to
determine if equipment complies with the requirements of the drawings and
specifications. Where noted, performance curves shall be certified by the
manufacturer at the actual design rating point.
3. Installation Instructions: Where requested, each product submittal shall include
the manufacturer's installation instructions for that specific product. Generic
installation instructions are not acceptable. Instructions shall be the same as
those included with the product when it is shipped from the factory.
4. Operating Instructions: Instructions shall be the manufacturer's written operating
instructions for the specified product.If the instructions cover more than one
model or type of product they shall be clearly marked to identify the instructions
that cover the product delivered to the project. Written instructions shall be in
addition to the verbal instructions given to the Owner's personnel where field
instructions are indicated. Operating Instructions shall be submitted immediately
after the product or equipment submittal has been returned from the Engineer
marked "APPROVED" or "APPROVED AS NOTED".
5. Maintenance Instructions: Information shall be the manufacturer's printed
instructions and parts lists for the equipment specified. The maintenance
instructions shall be for the equipment furnished. If the instructions cover more
than one model or type of equipment they shall be marked to identify the
instructions for the product delivered to the project. Submit maintenance
instructions immediately after the product or equipment submittal has been
returned from the Engineer marked "APPROVED" or "APPROVED AS
NOTED".
:
F. Substitutions
1. General: Substitutions may be considered for any product or equipment of a
manufacturer. See paragraph entitled "MANUFACTURER" in section of these
specifications. Any product or equipment may be submitted and will be
reviewed by the Engineer; however, only one substitution per item will be
considered. If a substituted product or equipment item is rejected, the product or
equipment specified by the manufacturer indicated shall be provided.
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
a. Submittal shall include the name of the material or equipment to be
substituted, substituted equipment model numbers, drawings, catalog
cuts, performance and test data and any other data or information
necessary for the Engineer to determine that the equipment meets all
specification requirements. If the Engineer accepts any proposed
substitutions, such acceptance will be set forth in writing.
b. Substituted equipment with all accessories installed or optional
equipment where permitted and found acceptable, must conform to space
requirements. Substituted equipment that cannot meet space
requirements, whether accepted or not, shall be replaced at no additional
expense to the Owner. Modifications of related systems of this or other
trades as a result of substitutions shall be made at no additional expense
to the Owner, and shall be so stated in the written request for
substitution.
2. Deviations: The submittal form shall include a complete list of deviations from
the scheduled item stating both the features and functions of the scheduled item
and the comparable features and functions of the proposed substitution.
a. Any deviation not indicated in writing will be assumed to be identical to
the specified item even if it is shown otherwise on the submittal data.
b. If a deviation not listed is found anytime after the review and acceptance
by the Engineer and that deviation, in the opinion of the Engineer,
renders the substituted item as unacceptable, the item shall be removed
and replaced by the scheduled item at no additional cost to the Owner.
c. The Engineer shall retain the right to specify modifications to the
substituted item, correcting or adjusting for the deviation, if the Engineer
deems it to be in the best interest of the Owner.
3. Scheduled Item: A scheduled item shall be defined as product or item of
equipment that is indicated on the drawings or in these specifications by
manufacturer's name and model number identifying a single item. The
manufacturer's trade name for a group of products that does not signify a single
item including type, style, quality, performance, and/or sound rating shall not be
classified as a scheduled item. Where more than one manufacturer and product
model number is indicated, each shall be considered as a scheduled item.
4. Form: When a product or item of equipment is proposed as a substitution a
"REQUEST FOR SUBSTITUTION" form shall be completed and submitted
with the required data. A copy of the form is included after the end of this
section.
5. Rejection: Substituted products or equipment will be rejected if in the opinion of
the Engineer the submittal does not meet any one of the following conditions or
requirements:
a. The submittal data is insufficient or not clearly identified. The Engineer
may or may not request additional information.
b. The product or equipment will not fit the space available and still provide
the manufacturer's published service area requirements.
c. The product or equipment submitted is not equivalent to or better than
the quality of the specified item. Products or equipment of lesser quality
may be considered provided an equitable financial rebate, satisfactory to
the Engineer, is to be returned to the Owner.
d. The product or equipment submitted has less capacity, efficiency and
safety provisions than the specified item.
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
e. The product or equipment submitted does not have warranty, service and
factory representation equivalent to that specified.
f. The Owner prefers not to accept the submitted product.
: An alternate manufacturer is defined as a manufacturer
G.Alternate Manufacturer
listed in the specifications by name only and is not scheduled or identified by a
specific product name and number.
:
H. Technical Information Brochure
1. Binder: Include binders with the first submittal for the Technical Information
Brochure. Each binder shall be size 3 inch, hard-cover, 3-ring type for 8-1/2" X
11" sheets. Provide correct designation on outside cover and on spine of each
binder, i.e., MECHANICAL SUBMITTAL DATA, MECHANICAL
OPERATION INSTRUCTION and MECHANICAL MAINTENANCE
INSTRUCTIONS.
2. Number: Submit not less than five sets of binders for each of the three
mechanical brochures indicated above. Each set shall consist of minimum of
two binders for submittal data and 1 binder each for operating instructions and
for maintenance instructions. Additional binders shall be submitted at the request
of the Engineer. One set of binders shall be retained by the Engineer. Three sets
of binders shall be maintained for the Owner and the remaining set shall become
the property of the Engineer.
3. Index: First sheet in each brochure shall be a photocopy of the "Division 15
Index" of the specifications. Second sheet shall list the firm name, address,
phone number, superintendent's name for the contractor and all major
subcontractors and suppliers associated with the project.
4. Dividers: Provide reinforced separation sheets tabbed with the appropriate
specifications section reference number for each section in which submittal data
or operation and maintenance instructions is required.
5. Specifications: Insert a copy of the specifications for each section and all
addenda applicable to the section between each of the section dividers.
1.08 MANUFACTURER'S CHECKOUT
: At completion of installation and prior to performance
A.Start-up and Checkout
verification a factory trained representative of the manufacturer shall be provided for
start-up and checkout service. After the performance verification the manufacturer's
representative shall examine performance information and check the equipment in
operation, and sign "Check-Out Memo" for the record. Submit a copy of Memo on each
item of equipment where indicated in individual sections of these specifications for
inclusion in each Technical Information Brochure. The "Check-Out Memo" shall be
included with the performance verification data. Do not request "Instruction in Operation
Conference" or request final inspection until Memos have been submitted and found
acceptable.
1.09 INSTRUCTION TO OWNER
: Instructions to the Owner's Representatives shall be by competent
A.General
representatives of the manufacturers involved, with time allowed for complete coverage
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HVAC&PLUMBING BASIC MATERIALS AND METHODS
of all operating procedures. Provide classroom instruction and field training in the
design, operation and maintenance of the equipment and troubleshooting procedures.
Explain the identification system, operational diagrams, emergency and alarm provisions,
sequencing requirements, seasonal provisions, security, safety, efficiency and similar
provisions of the systems. On the date of substantial completion, turn over the prime
responsibility for operation of the mechanical equipment and systems to the Owner's
operating personnel.
: Training period shall encompass a minimum of 4 hours of
B.Training Period
classroom and 4 hours of hands-on instructions with a maximum period of 4
hours per day.
: Submit any remaining required items for checking at least one week before
C.Scheduling
final inspection of building. When submittal items are found acceptable, notify Owner,
in writing that an "Instruction in Operation Conference" may proceed. Conference will
be scheduled by the Owner. After the conference, copies of a memo certifying that the
"Instruction in Operation Conference" and "Completed Demonstration" have been made
will be signed by Owner and the instructors, and one copy will be inserted in each
Technical Information Brochure.
1.10 PRODUCT DELIVERY, STORAGE, AND HANDLING
: The CONTRACTOR shall be responsible for the delivery, storage, and
A.Delivery
handling of products. Load and unload all HVAC equipment, materials, and
appurtenances by hoists or skidding. Do not drop products. Do not skid or roll products
on or against other products. Pad slings and hooks in a manner which prevents damage
to products.
: All HVAC equipment provided shall be thoroughly cleaned of all dirt, oil,
B.Equipment
concrete, and other deleterious substances. Any dents, scratches or other visible
blemishes shall be corrected and the appearance of the equipment made "like new" and to
the satisfaction to the ENGINEER.
: Upon completion, and before final acceptance of the HVAC work, all
C.Final Cleanup
debris, rubbish, leftover materials, tools and equipment shall be removed from the site.
: Protect all materials and equipment from
D.Protection of Work Until Final Acceptance
damage, entrance of dirt and construction debris from the time of installation until final
acceptance.
: Promptly remove damaged products from the job site. Replace
E.Damaged Products
damaged products with undamaged products.
: Where factory finish damage occurs and damage is minor,
F.Damaged Finishes
finishes may be touched up. If, in the opinion of the ENGINEER the damage is
excessive, factory finish shall be replaced to "new" condition.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
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HVAC&PLUMBING BASIC MATERIALS AND
METHODS
: Manufacturer's names and product model numbers indicated on the
A.Specified Products
drawings and in these specifications establish the type, style, quality, performance, and/or
sound rating of the desired product. Listing of other manufacturers indicates that their
equivalent products would be acceptable if they meet the requirements of these
specifications, the specific use and installation shown on the drawings, including space
and clearance requirements, and the energy consumption and efficiency of the specified
product. The listing of additional manufacturers in no way indicates that the
manufacturer can provide an acceptable product.
: All manufactured products furnished on this project must have the
B.Space Requirements
required space and service areas indicated in the manufacturer's printed literature or
shown on their shop drawing. When the manufacturer does not indicate the space
required for servicing the equipment, the space shown on the drawings or as required by
the Engineer must be provided.
2.02 MATERIAL AND EQUIPMENT
: Material and equipment used shall be produced by manufacturers regularly
A.General
engaged in the production of similar items, and with a history of satisfactory use as
judged by the Engineer.
: Equipment shall be the capacity and types indicated or shall be
B.Specified Equipment
equivalent in the opinion of the Engineer. Material and equipment furnished and
installed shall be new, recently manufactured, of standard first grade quality and designed
for the specific purpose. Equipment and material furnished shall be the manufacturer's
standard item of production unless specified or required to be modified to suit job
conditions. Sizes, material, finish, dimensions and the capacities for the specified
application shall be published in catalogs for national distribution. Ratings and capacities
shall be certified by a recognized rating bureau. Products shall be complete with
accessories, trim finish, safety guards and other devices and details needed for a complete
installation and for the intended use and effect.
: Material and equipment of one and the same kind, type or classification
C.Compatibility
and used for identical or similar purposes shall be made by the same manufacturer.
Where more than one choice is available, select the option which is compatible with other
products already selected. Total compatibility among options is not assured by
limitations within contract documents but must be provided. Compatibility is a basic
general requirement of product selection.
2.03 PAINTING AND MARKING
: The use of red lead or any lead-based component in primer or paint
A.Prohibited Material
is prohibited.
: Refer also to sections describing identification of mechanical systems.
B. Marking
2.04 IDENTIFICATION OF PIPING SYSTEM
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HVAC&PLUMBING BASIC MATERIALS AND
METHODS
A. General: Comply with ANSI A13.1-1981, "Scheme for Identification of Piping
Systems" and OSHA requirements, or as otherwise indicated.
: Refer to paragraph entitled "MANUFACTURERS" in this Section Model
B.Manufacturer
numbers or product type listed for one or more manufacturers are given to provide an
example of the item required.
: Legends or arrows painted with stencils are not acceptable. Markers must have
C.Markers
approved color-coded background, proper color of legend in relation to background color
and flow arrow indicator. Markers shall comply with the following table:
TABLE - IDENTIFICATION MARKER SIZES
O.D. of Pipe or Covering Length of Color Field Size of Letters
All Sizes 8 inches 1/2 inch
1.f Manufacturer: Seton, Setmark Type SNA.
: Provide either of the following types:
D.Equipment Labels
1. Plastic Type: Outdoor grade acrylic plastic to withstand weather, abrasion,
grease, acid, chemical and other corrosive conditions; 1/16 inch min. thickness.
Size to be 3/4 inch x 2-1/2 inch, 1 inch x 2-1/2 inch, 1 inch x 3 inch or 1-1/2 inch
x 4 inch as necessary to identify item. Manufacturer: Seton, Setonite.
2. Aluminum Type: Engraved, flexible, 0.020 inch thick aluminum. Size to be 3/4
inch x 2-1/2 inch, 1 inch x 3 inch, 1-1/2 inch x 4 inch or 3 inch x 6 inch as
necessary to identify item. Manufacturer: Seton, No. 06505.
2.05 SLEEVE
: Sleeves shall be galvanized steel pipe built into wall and
A.Walls, Ceilings and Partitions
sized to pass pipe and covering, leaving a clear space of 1/4 inch minimum between
covering and sleeve.
2.06 V-BELT DRIVE
Each motor driven piece of equipment not direct connected shall be provided
A. General:
with a V-belt drive. Belts shall be of correct cross section to fit properly in sheave
grooves and shall be carefully matched for each drive. Sheaves shall be cast iron or steel,
bored to fit properly on shafts and secured with keys of proper size. Drive rating shall be
as recommended by the manufacturer for service but shall be at least 1.5 times the
nameplate rating of motor.
: Fixed pitch sheaves shall be provided. Sheave-to-sheave centerline
B.Fan Belt Drives
distances shall not exceed 3 times the sum of the sheave diameters and shall not be less
than the diameter of the larger sheave.
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Document Status: BID DOCUMENTS
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HVAC&PLUMBING BASIC MATERIALS AND
METHODS
C. Belt and Coupling Guards: Each belt drive shall be equipped with an OSHA approved
guard. Guards shall be constructed of #12 U.S. standard gage ¾ inch diamond mesh wire
screen, or equivalent, welded to one inch steel angle frames, and shall enclose all belts
and sheaves. Tops and bottoms of guards shall be of substantial sheet metal or not less
than #18 U.S. standard gage. Braces or supports must not "bridge" sound and vibration
isolators. Guards shall allow adequate provision for movement of motor required to
adjust belt tension. Provide means for oiling, use of tachometers, and other maintenance
and testing operations with guard in place.
: Direct-drive motor driven equipment shall have coupling
D.Direct Driven Equipment
guards in accordance with OSHA Regulations.
2.07 BEARINGS
: Under normal loading conditions per NEMA MG1-14.45, bearings shall be
A.General
100,000-hour rated unless otherwise specified. Bearings shall be AFBMA Standard
sizes.
: Bearings shall be re-greasable-type unless otherwise indicated as sealed-
B.Re-greasable
type non-re-greasable.
: Bearing housings shall have long, tight running fits or rotating shields to
C. Housing
protect against foreign mater entering the bearings and leakage of grease out of the
bearing cavity. Housings for re-greasable bearings shall have a capped grease inlet
fitting, grease relief plug on the opposite side of the inlet, and a grease reservoir in the
cast inner cap.
: Provide extended lubrication lines and fittings to an accessible
D.Extended Lines
location for all bearings concealed by equipment housing, belt guards, etc.
: Bearings shall be provided with grease from the manufacturer.
E.Factory Lubrication
Grease shall be premium moisture resistant containing rust inhibitors and suitable for
operation in temperatures from 50 to 250 degrees F.
2.08 PIPE HANGERS AND SUPPORTING DEVICES
: Pipe hangers and supporting devices shall comply with the requirements of this
A.General
section unless specifically indicated otherwise in other sections of this division.
: Pipe supporting devices apply to all piping unless modified in subsequent
B.Material
sections (i.e., vibration isolation) or detailed on the drawings.
1. Pipe hangers for copper pipe shall be copper or copperplated stainless steel,
clevis type. (Contractor has option of utilizing approved FRP products.)
2. Hangers for all other types of piping shall be stainless steel clevis type or split
ring. Pipe hangers shall be capable of vertical adjustment after erection of the
piping. Hanger rods shall be stainless steel. (Contractor has option of utilizing
approved FRP products.)
3. Vertical piping riser clamp supports shall be constructed of stainless steel with
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Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15050-Page 13 of 17
HVAC&PLUMBING BASIC MATERIALS AND
METHODS
rounded ears and two or four holes for clamping bolts. Riser clamps shall be
stainless steel, except that riser clamps for copper and brass piping riser clamps
shall have electro-plated copper or PVC coating finish. (Contractor has option of
utilizing approved FRP products.)
4. Manufacturer:
a. Grinnell
b. PHD Manufacturing Inc.
c. Fee and Mason
d. IMCO Reinforced Plastics, Inc.
: Beam clamps may be used when supporting piping from steel
C.Beam Clamp
structures. Beam clamps shall be type 304 S.S. (Contractor has option of utilizing
approved FRP products.)
: Type 304 stainless steel. (Contractor has option of utilizing approved FRP
D.Rods
products.)
: Lead tamp-ins may be used when installed in a concrete or masonry wall or
E.Tamp-ins
other vertical surface to support a vertical hanger. Lead tamp-ins will not be permitted to
support hangers from the underside of a concrete slab.
: Steel anchor set in existing or new concrete by drilling and
F.Drilled-in Anchors
the use of an expansion device is permitted. The anchor shall be provided with a NPT
threaded rod connection.
e: For parallel runs of above ground suspended piping, trapeze-type hanger may
G.Trapez
be used. Provide permanent, non-conductive wrapping between copper pipe and steel
trapeze hangers.
: Powder set type fasteners or inserts shall not be used.
H. Prohibited Type
2.09 WALL AND CEILING PLATES OR ESCUTCHEONS
: Shall be chrome-plated brass. Escutcheons for extended sleeves shall be of the
A.General
type designed for that purpose. Split ring escutcheons will not be allowed.
:
B. Manufacturer
1. Guarantee Specialty Mfg. Co.
2. American Sanitary Mfg. Co.
3. Benton & Caldwell
: Provide escutcheons or fabricated plates or collars at each location where pipe
C.Location
or duct passes through a finished surface. Escutcheons for flush sleeves shall be
equivalent to Benton & Caldwell No. 3A chromium plated brass; for sleeves extending
above floor shall be equivalent to Benton & Caldwell No. 36 chrome plated brass.
Collars or plates for ducts and large diameter insulated pipe shall be fabricated of 18 gage
galvanized sheet steel, secured to structure and neatly fitted around duct or pipe.
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Document Status: BID DOCUMENTS
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HVAC&PLUMBING BASIC MATERIALS AND
METHODS
2.10 AIR DUCT SMOKE DETECTOR
A. The air duct smoke detector shall be System Sensor Innovair Model D4120 four wire
duct smoke detector with photoelectronic type sensor. Subject to compliance with
requirements equivalent products by Johnson Controls, Honeywell, Fire Lite or
Gamewell may be acceptable. See drawings for additional requirements.
PART 3 - EXECUTION
3.01 GENERAL
: Concrete bases and structural steel to support
A.Concrete Bases and Structural Steel
equipment and piping installed under each specification section of this division and not
specifically shown on the plans shall be furnished.
3.02 PAINTING
Paint all exposed piping, insulation, equipment, structural bases, in equipment
A. General:
rooms and on roof, furnished under Division 15 of these specifications. All exposed
metal surfaces shall be given one prime coat and two finish coats. All insulated surfaces
shall be given one coat of glue sizing (omit this step if factory applied finish is suitable to
receive prime coat), one prime coat and one finish coat. Factory painted or finished items
do not require field painting but shall require "touch-up" with matching paint or finish
where scratched. Follow manufacturer’s recommendations on ambient conditions for
painting, coat thickness, and drying time between coats.
: Pipe supports and accessories shall be painted to match their piping.
B. Ancillary Items
: Equipment not completely accessible for painting when set in place
C.Inaccessible Items
shall be thoroughly cleaned and painted before installation and suitably protected.
: Concealed piping need not be painted.
D. Concealed Items
: Use a scraper or wire brush to remove rust and roughen metal surfaces
E.Metal Surfaces
prior to painting. After wire brushing, wash surfaces to remove particulates, apply primer
coat after surface is dry but not more than 48 hours after wire brushing.
3.03 IDENTIFICATION OF PIPING SYSTEMS
: Apply after completion of insulation, painting and cleaning work so that
A. General
final identification is not disfigured.
1. Coordinate with composition and operating temperatures of surface for
permanent adhesion of markers and labels to surface.
2. Locate marking and banding to facilitate ease of visual tracking.
3. Adhere or affix all identification items permanently except where removal may
be necessary for maintenance or service.
: Provide on piping as follows:
B. Markers
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Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15050-Page 15 of 17
HVAC&PLUMBING BASIC MATERIALS AND
METHODS
1. Exposed pipe shall have markers every 15 feet of pipe length.
2. Exterior pipe does not require identification unless otherwise indicated.
: Provide labels of proper size on mechanical system equipment including but not
C.Labels
limited to: air handlers, condensing units, fans, controls panels and similar items.
Equipment labels shall be mechanically fastened with machine screws or rivets; adhesive
securing is not acceptable.
: Coordinate colors and finishes with pipe identification markers.
D. Identification
: Valve tags shall be installed on the following items:
E. Valve Tags
1. All control and isolation valves installed under this contract.
: Prior to substantial completion, provide a complete list of all valves
F.Valve Tag List
having tags. Frame under glass and mount in the mechanical equipment room at a
location acceptable to the Engineer. Indicate the following:
1. Valve size.
2. Valve location.
3. Valve type.
4. Service application.
5. Valve manufacturer and model number.
6. Pressure class and allowable working pressure.
7. Safety warnings
8. Sequencing information
9. Seasonal operating position (normally open/normally closed)
3.04 HANGERS AND SUPPORTS
: Refer also to other sections that may describe additional requirements for
A.General
supporting.
: Provide and properly locate supports for piping and equipment. Locate pipe
B.Location
hangers at each valve, each change of direction and as per industry standards.
: Isolate copper pipe from steel hangers with pipe wrap extended 1 inch each
C.Protection
side of the contact surface with not less than two layers of adhesive type plastic dielectric
insulating tape.
3.05 V-BELT DRIVE
: To provide the properly sized sheave, V-belt drive fans shall be initially
A.Sheaves
provided with variable pitch sheaves. Upon completion of system balancing by the T&B
Agency, the adjustable pitch sheaves shall be replaced with fixed sheaves and belts of the
size and type specified by the T&B Agency. Tag the adjustable sheaves, turn over to the
Owner, and receive written receipt from the Owner accepting these sheaves.
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Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15050-Page 16 of 17
HVAC&PLUMBING BASIC MATERIALS AND
METHODS
B. Vibration of Air Handling Equipment and Fan Units: Field vibration levels will not
be acceptable for air handling equipment and fans driven by motors 5 hp or
greater, if the maximum vibration velocity or displacement measurement
exceeds the following values (when measurements are taken at the bearing
supports using a vibration analyzer with the filter set at the operating fan speed):
TABLE - MAXIMUM ALLOWABLE FAN VIBRATION
Fan Speed (RPM) Maximum Vibration Level
800 or less 5 mils (0.127 mm) max. displacement
801 and greater 0.20 in/sec. (5mm/s) max. velocity
3.06 FLASHING
A. Flashing shall be done as work of other divisions.
3.07 PIPING SLEEVES
A. CONTRACTOR shall furnish and set sleeves for his piping. Use galvanized sheet steel
with water tight seams and joints or pipe for poured concrete. Extend sleeves through
walls, partitions and ceilings to finished surface. Extend sleeves 1/4 inch above finished
concrete floors and 1 inch above slab in chases. Sleeves, installed above finished ceilings,
for fire/smoke rated wall assemblies shall extend 1" beyond each face of wall.
3.08 ESCUTCHEONS
: Provide escutcheons (for 1/4 or 1 inch projecting sleeves as required) at each
A. General
point where pipe passes through a finished surface.
3.09 AIR DUCT SMOKE DETECTOR INSTALLATION
A. Install duct smoke detector in supply air duct of each air handling unit rated for 2000
CFM or more, and as indicated on the plans. Install detector in strict accordance with
manufacturers written instructions and per National Fire Alarm Code, NFPA 72.
B. Set duct detector to shutdown air handling unit upon detection of smoke in the airstream
and to activate a visible and audible signal in an approved location. Set duct detector
trouble condition to activate an audible signal identified as air duct Detector trouble.
Locate signaling device in an approved location.
END OF SECTION
F
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15050-Page 17 of 17
HVAC&PLUMBING BASIC MATERIALS AND
METHODS
REQUEST FOR SUBSTITUTION
Location:
Project Name:
Date of Request:
Name of Party Requesting Substitute:
Reason for Substitution Request:
Spec. Sect.ParagraphSpecified Item
Drawing
Proposed Substitute:
Manufacturer and Model Number:
Deviations from the Specified Item: (See paragraph entitled "Deviations".)
Manufacturer's Recommendations for Use and Installation:
(List recommendations.)
Reason for Substitution:
Changes to Other Systems to Permit Use of Proposed Substitute:
(List changes. Submit drawings if required for clarity.)
Technical Data to Support Request for Acceptance:
(List ASTM or other standards designations, testing laboratory reports, experience records, etc.)
Other Supporting Data:
(Submit brochures, samples, drawings, etc.)
F
REQUEST FOR SUBSTITUTION (Cont'd)
In making request for substitution, the party whose authorized signature appears below,
Certification:
certifies that all of the following statements are correct and are accepted without exception:
The proposed substitution has been personally investigated and is equal or superior in all significant
respects to the product specified for the specific applications required;
The proposed substitution will be warranted under the same terms required for the specified product;
Coordination aspects necessitated by the proposed substitution will be accomplished in a complete and
proper fashion by the party signing this form without any additional cost to the Owner; and
Claims against the Owner for additional costs related to the proposed substitution which subsequently
become apparent after acceptance by the Engineer are hereby waived.
If this substitution is acceptable the following credit shall be given to the Owner;
Credit:
$
CERTIFICATION OF EQUIVALENT PERFORMANCE AND ASSUMPTION OF LIABILITY FOR
EQUIVALENT PERFORMANCE
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted by:
Signature Title
Typed Name:
Company:
Signature shall be by person having authority to legally bind his firm to the above terms. Failure to
provide a legally binding signature will invalidate this request.
F
REQUEST FOR ALTERNATE MANUFACTURER
(For use when manufacturer is listed in the specifications
but was not used as the basis for design)
Date of Request:
Name of Party Requesting Alternate Manufacturer:
Reason for Request:
Spec. Sect. Paragraph Specified Item
Drawing
Proposed Alternate Manufacturer:
Model Number: ______
Deviations from the scheduled Item: (See paragraph entitled "Deviations".)
Reason for using alternate manufacturer:
Change in Other Work to Permit Use of Proposed Alternate Manufacturer: (List changes. Submit
drawings if required for clarity.)
: In making request for alternate manufacturer, party whose authorized signature appears
Certification
below, certifies that all of the following statements are correct and accepted without exception:
The proposed alternate manufacturer and model has been personally investigated and is equal or superior
in all significant respects to product specified for specific applications required;
All coordination with other work necessitated by the proposed alternate manufacturer will be
accomplished in a complete and proper fashion by the party signing this form without any additional cost
to the Owner; and
Claims against the Owner for additional costs related to the proposed alternate manufacturer and model
which subsequently become apparent after acceptance by the Engineer are hereby waived.
F
REQUEST FOR ALTERNATE MANUFACTURER (Cont'd)
Optional Credit: If this request is acceptable the following credit shall be given to the Owner:
$
CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL
PERFORMANCE
The undersigned stated that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted by:
Signature Title
Typed Name:
Company:
Signature shall be by person having authority to legally bind his firm to the above terms. Failure to
provide a legally binding signature will invalidate this request.
F
SECTION 15141
HOUSEKEEPING PADS, CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide concrete housekeeping pads for the equipment listed in this section.
1.03 RELATION TO OTHER WORK
A. Refer to the section, "HVAC & PLUMBING BASIC MATERIALS AND METHODS", for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the drawings and specifications.
B. This section directly related in particular to sections (which may or may not be included in
this division) which describe concrete in other divisions.
PART 2 - PRODUCTS
2.01 GENERAL
A. All concrete and steel for concrete housekeeping pads shall comply with those sections of
the specification division describing concrete and steel.
2.02 HOUSEKEEPING PADS
A. Provide reinforced (#4's @ 12" both ways with 1-1/2" top cover) concrete housekeeping
pads for each individual machine. Pads shall extend six inches beyond the machine bases in
all directions and be continuous beneath the machine. Pads shall have chamfered edges and
shall be poured and finished smooth and level to insure proper and continuous support for
the bearing surfaces of the machine.
B. Coordinate exact length and width of each pad and any penetrations which may be
necessary for piping or conduit with the actual equipment approved for use on the project.
PART 3 EXECUTION
3.01 GENERAL
A. Refer to the section describing vibration isolation for equipment which is to rest on
concrete housekeeping pads.
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15141 - Page 1 of 2
HOUSEKEEPING PADS, CONCRETE
3.02 PAD HEIGHTS
A. Provide 6" high concrete pads for the following:
1. All equipment specified or shown to be on a concrete pad if no height is given.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15141 - Page 2 of 2
HOUSEKEEPING PADS, CONCRETE
SECTION 15161
VIBRATION ISOLATION EQUIPMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide vibration isolation supports for all equipment and piping as may be required to
prevent transmission of vibration to building structure. This shall include air handling units
and similar items.
1.03 RELATION TO OTHER WORK
A. Refer to the section "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of the Division 15 and to all other applicable
portions of the drawings and specification.
1.04 SHOP DRAWINGS
A. Refer to Section entitled “HVAC & PLUMBING BASIC MATERIALS AND METHODS."
Submittal data shall show type, point loading information, size and deflection of each
isolator proposed and any other information as may be required for the Engineer to check
isolator selections for compliance with specifications. Include clearly outlined procedures
for installing and adjusting the isolators.
1.05 MANUFACTURERS
A. Products of the following manufacturers will be acceptable, provided they comply with all
of the requirements of this specification: Consolidated Kinetics; Mason Industries; Amber-
Booth; Keflex; Flexonics; Vibration Eliminator Company or equivalent. Any model
numbers listed are from one or more of these manufacturers and are given to provide an
example of item(s) required.
1.06 OTHER REQUIREMENTS
A. All vibration isolation equipment shall be both recommended by the manufacturer and
approved by the Engineer for each particular application on this project.
PART 2 - PRODUCTS
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15161 - Page 1 of 2
VIBRATION ISOLATION EQUIPMENT
2.01 BASIC REQUIREMENTS
A. Unless otherwise noted, neoprene vibration isolators shall be used for all rotating
equipment. It shall be the responsibility of isolation manufacturer to determine the amount
of spring deflection required for each isolator to achieve optimum performance, prevent the
transmission of objectionable vibration and meet noise criteria referenced herein.
2.02 CORROSION PROTECTION
A. Steel components shall be phosphated and painted. All nuts, bolts and washers shall be
zinc-electroplated. Structural steel bases shall be thoroughly cleaned of welded slag and
primed with zinc-chromate or metal etching primer.
B. All isolators exposed to weather shall have steel parts PVC coated or hot-dip galvanized.
Aluminum components shall be etched and painted. Nuts, bolts and washers may be zinc-
electroplated.
2.03 BASIC ISOLATORS
A. Neoprene Waffle Pad - 1/2" thickness, Mason Type W.
PART 3 - EXECUTION
3.01 GENERAL
A. All isolators shall be installed in strict accordance with the manufacturer's instructions and
shall be properly adjusted prior to requesting final inspection or the performance of any
vibration testing specified.
B. Each item of equipment (machinery, piping, etc.) which is provided with vibration isolation
equipment shall rest in its intended, proper operating position (i.e.; exactly level, etc.) after
installation of vibration isolation equipment. Approval of such vibration isolation
equipment by Engineer shall not relieve the Contractor of this responsibility.
3.02 AIR HANDLING UNITS, FACTORY PACKAGED
: Neoprene waffle pads as indicated on plans.
A. Floor Mounted
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15161 - Page 2 of 2
VIBRATION ISOLATION EQUIPMENT
SECTION 15191
INSULATION, HVAC AND PLUMBING
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide all work necessary to insulate all equipment, piping, ducts and other items related to
the piping and duct systems.
1.03 RELATION TO OTHER WORK
A. Refer to the section “HVAC & PLUMBING BASIC MATERIALS AND METHODS", for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the Drawings and Specifications.
B. This section directly relates in particular to sections (which may or may not be included in
this division) which describe the following:
1. Piping systems.
2. Duct systems
3. Cooling equipment.
1.04 SHOP DRAWINGS
: Refer to the Section entitled "HVAC & PLUMBING BASIC MATERIALS AND
A. General
METHODS." Shop drawings shall contain complete descriptive and engineering data,
including flame spread and smoke developed ratings (ASTM E84 test method) on all
materials and adhesives. Where finishes, covers, or jackets are specified, provide complete
data on same. Shop drawings shall contain specified information on: densities,
conductivities, conductances, or resistances as required to establish conformance with the
specified values or materials.
: Where compliance with an industry, society or association
B. Industry Standards
standard is specified or indicated, certification of such compliance shall be
submitted with shop drawings.
: Submit shop drawings before any work is commenced.
C. Commencement of Work
1.05 COMPLIANCE WITH CODES AND STANDARDS
: The total insulation system including insulation, sealant,
A. Applicable Codes
finishes, etc., shall comply with or exceed all code requirements.
Document Status: BID DOCUMENTS
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INSULATION, HVAC AND
PLUMBING
: All materials and adhesives used shall conform to the requirements of NFPA 90A
B. NFPA
as to flame spread and smoke developed ratings.
PART 2 - PRODUCTS
2.01 GENERAL
: Materials listed are those used as basis of design; equivalent products of
A.Materials
acceptable manufacturers will be accepted. Materials must be approved and recommended
by the insulation product manufacturer for the particular application(s).
: Application of insulation materials may require in many cases,
B. Flame and Smoke Ratings
that the final insulation system comply with NFPA 90A with regard to maintaining a flame
spread rating of 25 or less and a smoke developed/fuel contributed value of 50 or less. In
such cases, verify that the materials comply with the indicated flame spread and smoke
developed ratings.
: Products and manufacturers listed may not all be applicable. Use only those
C. Applicability
products and manufacturers which are indicated as being applicable to a specific insulation
condition.
: Manufacturers which are listed are those manufacturers who
D. Acceptable Manufacturers
may make one or more of the insulation products required. Listing of a manufacturer does
not necessarily mean the manufacturer is approved for all applicable insulation conditions.
Each listed manufacturer must still comply with the specific requirements of each insulation
condition to be acceptable for the particular application. Acceptable manufacturers of
insulation-related products include (but are not necessarily limited to) the following:
Armstrong; CertainTeed; Childers Products Co.; Knauf; Manville; Owens-Corning;
Pittsburg Corning; Rubatex; Upjohn Co.; Duracote Corporation; Ferro Corporation; Dow
Corning Corporation; Duro Dyne Corporation; Goodloe E. Moore, Inc.; 3M Co.; United
McGill Corporation, Vimasco Corporation; Foster; Gustin-Bacon; Nomaco Inc.;
Insulcoustic; Molded Acoustical Products; Lion Nokorode and other manufacturers as may
be listed for a specific application.
2.02 BASIC MATERIALS
: Preformed (tube) roll or sheet as indicated or as applicable shall be
A. Elastomeric Insulation
o
F. In tube, roll or sheet
nitrile, rubber based, closed cell structure; K factor of 0.28 at 75
form of 3/4-inch thickness or less, ASTM E 84 flame spread rating of "25" or less and
smoke developed rating of "50" or less. Recommended temperature applications are from
oo
F to 220F when installed in accord with manufacturer's recommendations. Do not
-40
install in return air plenums unless flame spread rating and smoke developed rating are
within constraints of applicable codes. Manufacturers and/or series: Armstrong
"Armaflex"; Manville "Aerotube"; "Rubatex"; Gustin-Bacon "Ultra-Foam".
: inorganic fibrous glass. Flame spread of “25” or less and smoke
B. Fiberglass Insulation
developed rating of “50” or less per ASTM E84.
1.Board: Rigid or semi-rigid form, faced. Stiffness of 800 EI.
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INSULATION, HVAC AND
PLUMBING
2.03 INSULATION PRODUCTS, BASIC
: Pipe insulation, preformed elastomeric. Rubatex, Armaflex II or equivalent.
A. Type PI-5
: Elastomeric insulation. Field formed, fitted and finished as required for the
B. Type I-3
application. Armaflex, Rubatex or equivalent.
: Duct insulation, fiberglass semi-rigid board. Composed of resin bonded glass
C. Type DI-2
fibers faced with a foil scrim-kraft (FSK) reinforced laminate of aluminum foil and kraft
bonded to provide a metallic surface finish vapor barrier; alternate vapor barrier facing (if
specifically indicated) is an all service jacket (ASJ) of high intensity white bleached,
chemically treated kraft paper reinforced with fiberglass yarn mesh and laminated to
aluminum foil with fire-retardant adhesive to impart a clean, white appearance.
Conductivity (K) of not greater than 0.23 at 75 deg. F. Provide in thickness of two (2)
inches unless otherwise indicated. Provide with minimum density of 3-pcf. CertainTeed
Industrial Insulation Board type IB-300 (or IB-600); Manville 800 Series Spin-Glas Type
814 (or 817); Owens-Corning 700 Series Industrial Insulation Board Type 703 (or type
705); or equivalent.
2.04 INSULATION ADHESIVES, MASTICS, SEALANTS
: For joints and seams in elastomeric insulation (Type I-3) not
A. Adhesive (Type A-E1)
requiring weather protection; Rubatex R-373 Insulation Adhesive; Armstrong 520 Adhesive
or equivalent.
: For adhering fiberglass board insulations (Type DI-2) to metal
B. Adhesive (Type A-F1)
substrate such as ductwork; Insulcoustic I-C 201, Foster 85-20 or equivalent.
Non hardening vapor barrier general purpose
C. Mastic, General Purpose (Type M-GP1):
mastic. For use where indicated or otherwise applicable; Foster GPM 35-00 or equivalent.
2.05 INSULATION FINISHES
: For weather protection of elastomeric insulations
A. Finishing Coating (Type FC-E1)
(Types I-3, PI-5). Rubatex 374 coating; Armstrong Armaflex Finish or equivalent.
: Nylon membrane. For use generally with
B. Finish Fabric, General Purpose (Type FF-GP1)
fiberglass duct insulations (Types DI-1, DI-2) at joints or seams or as may be indicated.
Apply using Foster GPM 35-00 or equivalent.
2.06 RELATED PRODUCTS
: Stainless steel T-304 (18-8) soft annealed with deburred edge with
A. Straps (Type ST-1)
stainless steel wing seals. Childers Products "Febstraps" or equivalent.
: High tensile strength rope stock flat back paper pressure sensitive tape.
B.Tape (Type T-1)
Pittsburg-Corning "PC Tape No. 25" or equivalent.
: Aluminum pan head type "A" slotted #8 by 1/2-inch.
C. Screws (Type S-1)
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INSULATION, HVAC AND
PLUMBING
PART 3 - EXECUTION
3.01 GENERAL
: Where preformed insulation products are indicated as
A. Field Forming, Fitting and Finishing
being acceptable for a particular application, provide field formed, fitted and finished
insulation systems if such application is more practical (such as due to size, configuration or
dimensions which may be outside of the availability ranges for size, dimension and/or
thickness of preformed products).
: Do not apply insulation adhesives, materials or finishes until the item to be
B. Pre-installation
insulated has been completely installed and tested and proved tight and suitable for
insulation. Prepare surfaces to be clean and dry before attempting to apply insulation.
: Provide hanger or pipe support shields of 16 gage (minimum) galvanized
C. Insulation Shields
steel over or embedded in the insulation. Shield shall extend halfway up the pipe insulation
cover and at least 6" on each side of the hanger. Securely fasten shield with pipe straps at
each end.
: Insulate as for the related piping system in which they are
D. Valves, Cocks and Specialties
located unless otherwise indicated.
: Where equipment and other system components are
E. Factory Pre-insulated Components
specified in other sections to have factory installed insulation, then no additional insulation
is required as work of this section unless additional non-factory-installed insulation is
specifically described.
: Insulation thicknesses which are indicated are minimum
F. Minimum Thicknesses
thicknesses. Contractor may provide the same insulation material in greater thickness as an
aid to installation and handling procedures or due to material availability and procurement
considerations.
3.02 COLD EQUIPMENT AND RELATED COMPONENTS
A. Insulate domestic water piping, condensate drain piping and refrigerant suction lines with
preformed elastomeric pipe insulation (Type PI-5) secured with adhesive (Type A-E1) and
finished with white finish coating (FCC-E1). Thickness 3/4-inch. Provide 25/50
flame/smoke rating.
3.03 DUCT SYSTEMS
A. Insulate externally with 2-inch thick fiberglass board (Type DI-2). Adhere duct insulation
using adhesive (Type A-F1) applied in accordance with the manufacturer’s
recommendations. Where duct width exceeds twenty four inches (24”), the insulation shall
be additionally secured to the bottom of the duct using mechanical fasteners spaced one foot
(1’) on center. Insulation shall be applied with edges tightly butted, and all joints and
breaks in the vapor barrier sealed using glass fabric and mastic applied in conformance with
manufacturer’s recommendations.
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INSULATION, HVAC AND
PLUMBING
END OF SECTION
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INSULATION, HVAC AND
PLUMBING
SECTION 15520
PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide condensate drain piping from cooling coil drain pans and extend to the outdoors as
indicated on plans. Provide condensate drain pump for each cooling coil.
B. Provide modifications to domestic water piping as required to clear proposed construction
and as indicated on the plans.
1.03 RELATION TO OTHER WORK
B. Refer to the section, "HVAC & PLUMBING BASIC MATERIALS AND METHODS", for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the Drawings and Specifications.
C. This section directly relates in particular to sections (which may or may not be included in
this division) which describe the following:
1. Air handling equipment with cooling coils.
2. Insulation.
1.04 SHOP DRAWINGS
A. Refer to Section entitled “HVAC & PLUMBING BASIC MATERIALS AND METHODS."
PART 2 - PRODUCTS
2.01 PIPE AND FITTINGS
A. Type L and Type M hard drawn copper tube conforming to ASTM Specification B88.
B. Wrought copper, solder joint, pressure type fittings conforming to ANSI B16.22.
2.02 JOINING METHODS
A. Soldering Metals: Composition SB5 (95/5), Fed. Spec. QQ-S-571d and Class 3 (Sil Fos),
Fed. Spec. AA-S-561d, ASTM B32.
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PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
B. Brazing Filler Metals: AWS A5.8/A5.8M, BCuP Series, copper-phosphorus alloys for
general-duty brazing unless otherwise indicated.
2.03 VALVES
A. Class 150, Rising Stem Bronze Gate Valves:
1. Manufacturers: Subject to compliance with requirements, provide products by
one of the following: Crane Valve; Stockham Valve; Hammond Valve;
Milwaukee Valve; Nibco Valve; Powell Valve; or Watts Regulator.
2. Description: comply with Standard MSS SP-80, Type 2; CWP Rating of 300
psig; Body Material ASTM B 62, bronze with integral seat and union-ring
bonnet; Threaded or Solder Ends as required to match existing construction;
Bronze Stem; Solid wedge; bronze disc; Asbestos free packing and Malleable
iron handwheel.
2.04 CONDENSATE DRAIN PUMP
A. See schedule on plans.
PART 3 - EXECUTION
3.01 GENERAL
A. Condensate drain piping shall be sloped uniformly toward drain, and provided with trap seal
having a depth, in inches, equivalent to one and one-half (1-1/2) times the total static
pressure of the respective fan system. Traps shall be assembled using elbows and tees with
threaded brass plugs to permit cleaning of trap and drain line. Piping shall be installed in a
neat manner and shall be not smaller than full size of the equipment drain connection or
three-quarters inch (3/4") whichever is larger.
B. Install piping indicated to be exposed and piping in equipment rooms and service areas at
right angles or parallel to building walls.Diagonal runs are prohibited unless specifically
indicated otherwise.
C. Install piping free of sags and bends. Install fittings for changes in direction and branch
connections.
D. Install sleeves and escutcheons for piping penetrations of walls, ceilings, and floors.
E. Support plumbing piping systems in accordance with building codes, MSS and other
industry standards. Select MSS Type 8 or 42, clamps for vertical piping. For individual
straight horizontal piping runs select MSS Type 1, adjustable, steel clevis hangers. Piping
may be supported from walls on unistrut members with compatible clamps and guides.
3.02 JOINTS AND CONNECTIONS
A. General: Joints and connections shall be made permanently air, gas, and water-tight.
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PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
B. Solder Joints: Cut pipe square using cutting tool which does not crimp pipe. Remove all
burrs using pipe reamer and taking care not to flare the pipe end. Thoroughly clean the
outside of pipe and the interior of the fittings using a fine sand cloth. Apply non-corrosive
paste flux to the cleaned surfaces immediately and apply solder and heat, in accordance with
manufacturer's instructions, to complete joint.
C. Equipment Connections: Connections to copper drain nipples may be made with solder
joints provided care is exercised not to damage equipment, its insulation or finish.
Connections to equipment having steel nipples shall be made using screwed to solder
adapters with teflon tape applied to male threads prior to assembly.
D. Brazed Joints: Join copper tube and fittings according to CDA's "Copper Tube Handbook,"
"Brazed Joints" Chapter. Soldered Joints: Apply ASTM B 813, water-flushable flux to end
of tube. Join copper tube and fittings according to ASTM B 828 or CDA's "Copper Tube
Handbook."
3.03 PIPING AND VALVE SCHEDULE
A. Transition and special fittings with pressure ratings at least equal to piping rating may be
used in applications below unless otherwise indicated.
B. Flanges and unions may be used for piping joints unless otherwise indicated.
C. Domestic water piping shall be hard copper tube, ASTM B 88, Type L wrought-copper
solder-joint fittings; and brazed joints.
D. Condensate drain piping shall be hard copper tube, ASTM B 88, Type M wrought-copper
solder-joint fittings; and soldered joints.
E. Select bronze gate valves for shutoff duty.
3.04 INSULATION
A. Insulate condensate drain and domestic water piping as specified in section “INSULATION,
HVAC AND PLUMBING.
3.05 IDENTIFICATION
A. Provide labels to identify piping. Select preformed ASME standard pipe labels with green
background and white lettering that states “domestic water” and blue background with white
lettering that states “condensate drain.”
3.06 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Piping Inspections: Do not enclose, cover, or put piping into operation until it has been
inspected and approved by authorities having jurisdiction. During installation, notify
authorities having jurisdiction at least one day before inspection must be made. Perform the
following tests in the presence of authorities having jurisdiction: final inspection;
reinspection if authorities having jurisdiction find that piping will not pass tests or
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PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
inspections, make required corrections and arrange for reinspection. Prepare inspection
reports and have them signed by authorities having jurisdiction.
C. Piping Tests: Fill domestic water piping. Check components to determine that they are not
air bound and that piping is full of water. Test for leaks and defects in new piping and parts
of existing piping that have been altered, extended, or repaired. If testing is performed in
segments, submit a separate report for each test, complete with diagram of portion of piping
tested. Leave new, altered, extended, or replaced domestic water piping uncovered and
unconcealed until it has been tested and approved. Expose work that was covered or
concealed before it was tested. Cap and subject piping to static water pressure of 50 psig
above operating pressure, without exceeding pressure rating of piping system materials.
Isolate test source and allow to stand for four hours. Leaks and loss in test pressure
constitute defects that must be repaired. Repair leaks and defects with new materials and
retest piping or portion thereof until satisfactory results are obtained. Prepare reports for
tests and for corrective action required.
3.07 CLEANING
A.Clean and disinfect domestic water piping as follows: Purge new piping and parts of
existing piping that have been altered, extended, or repaired before using. Use purging and
disinfecting procedures prescribed by authorities having jurisdiction; if methods are not
prescribed, use procedures described in either AWWA C651 or AWWA C652 or follow
procedures as follows: Flush piping system with clean, potable water until dirty water does
not appear at outlets. Fill and isolate system according to either of the following: Fill
system or part thereof with water/chlorine solution with at least 50 ppm of chlorine. Isolate
with valves and allow to stand for 24 hours. Fill system or part thereof with water/chlorine
solution with at least 200 ppm of chlorine. Isolate and allow to stand for three hours. Flush
system with clean, potable water until no chlorine is in water coming from system after the
standing time. Submit water samples in sterile bottles to authorities having jurisdiction.
Repeat procedures if biological examination shows contamination.
END OF SECTION
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PIPING: CONDENSATE DRAIN AND DOMESTIC WATER
SECTION 15530
REFRIGERANT PIPE, VALVES AND SPECIALTIES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide refrigerant piping systems, complete in all respects, between the system
components and connected equipment.
1.03 RELATION TO OTHER WORK
A. Refer to the section "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the Drawings and Specifications.
1.04 SHOP DRAWINGS
A. Refer to the Section entitled “HVAC & PLUMBING BASIC MATERIALS AND
METHODS."
PART 2 - PRODUCTS
2.01 COPPER PIPE AND FITTINGS
A. Refrigerant system piping shall be refrigerant grade, dehydrated and sealed, seamless,
uniformly dead soft temper.
B. Refrigerant grade, wrought copper, long radius, solder joint type fittings.
2.02 SOLDER
A. Silver brazing alloy (Sil Fos) Fed. Spec. AA-S-56ld.
2.03 FLUX
A. Non-corrosive, specifically designed for silver brazing.
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REFRIGERANT PIPE, VALVES AND SPECIALTIES
2.04 ACCESS VALVES
A. Schrader type designed for use with quick coupler hose fittings and provided with
individual cap.
PART 3 - EXECUTION
3.01 PIPE SIZES
A. Provide sizes recommended by the manufacturer(s). Size piping to maintain minimum
velocity of 500-fpm in horizontal lines and 1000 fpm in vertical risers for proper oil return;
provide double suction risers and hot gas risers as may be necessary to accomplish this.
3.02 REFRIGERANT SPECIALTIES
A. Refrigerant valves, driers, expansion valves, and similar items shall be provided with each
system. Where refrigerant access valves are not furnished by the manufacturer, they shall be
field installed to enable charging and checking the system.
3.03 JOINTS AND CONNECTIONS
A. General: All joints and connections shall be made permanently refrigerant tight.
B. Solder Joints: Cut tubing square using tubing cutters, with sharp cutting wheels, so as not to
crimp the tubing ends. Remove all burrs using a pipe reamer and taking care not to flare the
ends of the tube. Thoroughly clean the outside of the pipe and the inside of the fitting using
a fine sand cloth. Apply non-corrosive paste flux to the cleaned surfaces immediately and
apply silver solder and heat in accordance with manufacturer's instructions. Use care not to
damage equipment or refrigerant specialty items when making up joints (protect from
excessive heat).
C. Scale Prevention: During brazing, keep pipe system full of inert gas to prevent scale
formation.
D. Mechanical Joints: Where the Contractor uses refrigerant tubing sets, follow the
manufacturer's installation instructions explicitly, including the use of special tools, when
making up the joints. Where precharged tubing and equipment is provided, do not cut into
the system to install access valves.
3.04 HANGERS AND SUPPORTS
A. Refer to other sections describing hangers and supports. Isolate copper tubing from
contact with any dissimilar metals.
3.05 EVACUATION AND CHARGING
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REFRIGERANT PIPE, VALVES AND SPECIALTIES
A. When other than completely factory charged equipment and piping systems are used, they
shall be evacuated and charged as follows:Charge the system with dry nitrogen and
refrigerant and leak test all joints including factory piping within the units. Repair all leaks
by disassembling and remaking the joint. After all leaks are corrected, evacuate the system
to an absolute pressure of 0.2" mercury. System shall hold this vacuum for two hours with
no noticeable rise in pressure. After passing vacuum test, break vacuum twice using
refrigerant and re-evacuate for a minimum of two hours each time. Charge the system in the
manner and with the type and amount of refrigerant recommended by the manufacturer and
in accordance with accepted refrigeration practice.
3.06 REFRIGERANT PIPING CONDUIT
A. Install any refrigerant piping which is below slab or grade in non perforated, flexible PVC
containment piping. Size conduit as necessary to properly install piping. Provide long bend
sweeps. Install so that conduit will drain and not trap water. Protect ends of conduit from
entry by vermin, insects and water.
3.07 OTHER REQUIREMENTS
A. Arrange piping generally as shown and such that service access is facilitated. Keep
refrigerant lines as short and direct as possible with a minimum number of joints.
Provide sleeves through floors, walls or ceilings, sized to permit installation of full-
thickness insulation; seal air tight after installation of piping and insulation.
B. Provide flexible piping arrangement in hot gas discharge line of compressor. Such
arrangement shall consist of a piping loop or similar measure to prevent transmission of
objectional vibration.
C. Provide a removable core filter-drier in liquid line. In-line filter-driers are acceptable in
individual circuits of less than 10-ton nominal capacity. Provide a full size valved bypass
around this filter-drier. Provide shut-off valves to isolate the filter drier while flow is
through the bypass and also a shutoff valve in the bypass so that filter-drier can be put into
use.
D. Provide a refrigerant charging connection in the liquid line upstream from the filter-drier.
E. Provide a moisture indicating sight glass in the liquid line downstream from the filter-drier.
Install in vertical line if possible and a sufficient distance downstream from any valve such
that the resulting disturbance does not appear in the glass.
F. Provide a filter-drier with isolating shut-off valves and with valved bypass only if
compressor is not equipped with a suction line filter or screen.
G. Keep piping free from traps unless otherwise indicated. Install vertical pipe plumb. Pitch
horizontal piping only where slope is desirable.
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REFRIGERANT PIPE, VALVES AND SPECIALTIES
H. Provide shut-off valves at inlet and outlet to all condensers, receivers and evaporators to
permit isolation for service. If possible, use angle valves to minimize pressure drop. Use
angle valves in all cases at receivers. Use globe valves only when angle valves are
impractical.
I. Provide solenoid valves upright in horizontal lines only, unless their design allows
installation in vertical pipe.
J. Where compressor(s) do not have pump down control and the compressor(s) associated
evaporator coil(s) do not have bottom suction header connections and the evaporator coil(s)
are located above the compressor(s), then loop suction lines(s) to top level of coil to prevent
liquid slugging.
K. To prevent erratic operation of thermal expansion valve, provide a suction line trap next to
evaporator coil suction outlet with expansion valve bulb located between coil and trap.
Provide only in suction lines which are level leaving coil outlet or which rise on leaving coil
outlet. Trap not required when evaporator coil outlet suction line drops to compressor or
suction header immediately after expansion valve bulb.
END OF SECTION
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REFRIGERANT PIPE, VALVES AND SPECIALTIES
SECTION 15671
CONDENSING UNITS: AIR COOLED HERMETIC
PART 1 - GENERAL
1.01 SCOPE
A. Provide packaged hermetic air cooled condensing units of the capacity, operating
characteristics and electrical characteristics indicated on drawings and specified herein.
1.02 SHOP DRAWINGS
A. Refer to Section entitled "HVAC & PLUMBING BASIC MATERIALS AND METHODS."
Include complete data on: unit dimensions; minimum operating and service clearances;
capacities and rating conditions; maximum operating weights; power consumption; power
and control wiring (both factory and field); and operating and safety controls.
1.03 MANUFACTURER
A. Basis of design is The Trane Company.
1.04 COMPATIBILITY
A. Each unit must be compatible with evaporator coil arrangements and associated controls to
which connected equipment is interfaced.
PART 2 - PRODUCTS
2.01 CASING
A. Unit casing shall be constructed of 18 gauge zinc coated galvanized steel. End panels shall
be removable for access to components and controls.
2.02 FINISH
A. The frame, all structural members, and sheet metal panels shall be properly cleaned,
phosphatized, painted with a zinc rich primer, and finished with a bronze-glow husky coil
coating.
2.03 COMPRESSOR AND MOTOR
A. The unit compressor(s) shall be of the hermetic scroll type with crankcase heater.
B. Motor shall be suction gas cooled and sized for continuous operation over the full range of
operating conditions indicated and with voltage variations indicated in the National Electric
Code. Motor running protection shall be provided by temperature sensors embedded in the
motor windings and by thermal overload relays.
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CONDENSING UNITS: AIR COOLED HERMETIC
2.04 CONDENSER
A. Seamless copper tubes with mechanically bonded aluminum fins. Provide a bronze-glow
husky coil protective coating on coil surfaces. Provide PVC coated metal grilles to protect
coil surfaces.
2.05 CONDENSER FANS
A. Direct drive, propeller type with fan guards. All exposed surfaces of the fans shall be
finished with bronze–glow husky coil protective coating. Fan motors shall be TEFC type
and shall have thermal overload relays for running protection.
2.06 FACTORY PREWIRING
A. Unit shall be factory wired with power connections brought out to a single set of terminal
lugs for field connection.
2.07CONTROLS
A. Provide low ambient head pressure control to operate unit in cooling mode with outdoor
temperatures down to 0 degrees F.
B. Provide time delay relay to prevent both compressors from coming on line simultaneously.
C. Provide anti-short-cycle timer to prevent rapid on-off cycling of compressor under light
loads.
D. Provide wall mounted electronic controls as indicated on plans.
PART 3 - EXECUTION
3.01 UNIT PLACEMENT
A. The unit location shall be essentially as shown on drawings; however, actual placement
shall be verified using field measurements and data relating to the equipment approved for
actual installation on this project.
3.02 COORDINATION
A. Refer to Sections describing refrigerant piping systems and air handling units with DX
refrigerant coils. Provide all piping, hangers, supports, valves, and specialty items as
required for a complete and operable system.
3.03 VIBRATION CONTROL
A. Refer to Section entitled "VIBRATION ISOLATION EQUIPMENT" for vibration control.
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CONDENSING UNITS: AIR COOLED HERMETIC
3.04 TEST AND BALANCE
A. Refer to Sections describing tests and balancing.
END OF SECTION
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CONDENSING UNITS: AIR COOLED HERMETIC
SECTION 15852
AIR HANDLING UNITS, SPLIT SYSTEM
PART 1 - GENERAL
1.01 SCOPE
A. Furnish and install medium duty factory packaged air handling units with direct expansion
refrigerant coils of the types, sizes, and capacities indicated.
1.02 SHOP DRAWINGS
A. Refer to Section entitled "HVAC & PLUMBING BASIC MATERIALS AND METHODS."
Include complete performance data at the scheduled operating conditions, dimensions;
weights; fan performance curves, airside pressure losses; coil descriptions; and fan
discharge and radiated sound power levels, by octave bands, at the stated conditions.
1.03 CERTIFICATION
A. Equipment performance ratings shall be certified as follows:
1. Fans: AMCA Bulletin 210 or ARI Standard 430.
2. Coils: ARI Standard 210-79.
1.04 MANUFACTURER
A. Basis of design is The Trane Company.
1.05 COMPATIBILITY
A. Each unit must be compatible with the condensing units(s) to which it is matched. This
includes unit arrangement/configuration, capacity, associated controls, piping and all other
connected equipment to which the unit and its components are interfaced.
PART 2 - PRODUCTS
2.01 CASING
A. Unit casings shall be fabricated of mill galvanized steel reinforced with formed "hat"
channels or steel angle iron frames and bracing to provide a rigid assembly. Casing shall be
provided with removable panels for access to and removal of coils, dampers and fans in
external units. Provide hinged access door for access to and removal of fans and drives in
internal drive units.
2.02 DRAIN PAN
Document Status: BID DOCUMENTS
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AIR HANDLING UNITS SPLIT SYSTEM
A. Unit drain pan shall be of the stainless steel or double wall plastic construction and shall be
sloped and shall extend under both the fan and coil sections.
2.03 DIRECT EXPANSION REFRIGERANT COOLING COILS
A. Provide direct expansion refrigerant cooling coil of copper tubes with aluminum fins
mechanically bonded thereto, circuited to provide proper refrigerant velocities, properly
matched with compressor-condenser assembly for proper operation, with expansion valves
selected for optimum refrigerant flow from 20% to 100% full load.
2.04 INSULATION
A. The entire air handling unit casing (including accessory sections), including structural frame
and channels shall be insulated from contact with the air stream with foil faced, high density
insulation. The insulation shall be secured using a full coverage insulation and adhesives
shall comply with the requirements of NFPA 90A as to flame spread and smoke developed
ratings.
2.05 FILTERS
A. Refer to schedule on drawings.
2.06 OVERALL CONSTRUCTION
A. Shall be as recommended by the manufacturer for operation at the indicated conditions.
2.07 OTHER REQUIREMENTS
A. Horizontal configuration with supply air discharge duct flange, return air duct flange and
vibration isolators.
B. Cooling coils shall not have face velocities in excess of 500 fpm unless otherwise indicated
on drawings schedule (in such case, velocity obtained from drawing schedule (in such case,
velocity obtained from drawings schedule shall be upper limit).
C. Units shall be provided which will perform as indicated with proper consideration of any
correction factors which are applicable to system unit casing configuration.
PART 3 - INSTALLATION
3.01 EQUIPMENT PLACEMENT
A. Air handling equipment shall be located essentially as shown on drawings; however, actual
placement of the unit shall be verified using field measurements and data relating to the
units approved for actual installation on this project.
3.02 WIRING
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15852 - Page 2 of 3
AIR HANDLING UNITS SPLIT SYSTEM
A. Where units utilize internal drives, conduit penetrations shall be provided by the
manufacturer. The conduit openings shall be located on the drive side and positioned so as
not to compromise access to any portion of the unit. The opening shall be provided with
effective seals and the edges of the internal insulation shall be properly sealed.
3.03 VIBRATION CONTROL
A. Refer to other sections for vibration control.
3.04 OTHER REQUIREMENTS
A. Properly connect all piping.
B. Allow adequate space for all service and operational clearances necessary.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15852 - Page 3 of 3
AIR HANDLING UNITS SPLIT SYSTEM
SECTION 15890
DUCTWORK
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide complete duct systems as indicated. Systems shall include, but not be limited to, the
following: supply and return air duct systems as shown on drawings. Drawing scales
prohibit the indication of all offsets, fittings, and like items; however, these items shall be
installed as required for the actual project conditions at no change in contract price.
B. Items Included: This section generally includes, but is not limited to, the following major
items:
1. Low pressure sheet metal ductwork.
1.03 RELATIONSHIP TO OTHER WORK
A. Refer to the section, "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of Division 15 and to other applicable portions
of the Drawings and Specifications.
1.04 OTHER REQUIREMENTS
A. Provide all ductwork and components thereof in accord with manufacturer's
recommendations. All ductwork dimensions indicated are nominal free clearance internal
dimensions which do not include insulation thickness.
1.05 DEFINITIONS
A. "SMACNA" means "Sheet Metal and Air Conditioning Contractors National Association,
Inc."
B. Low Pressure Ductwork: Any and all ductwork conveying air or other gases at velocities
less than 2500 fpm and static pressure less than 2.0 inches wg. This ductwork may also be
referred to in these specifications as "Low Velocity Ductwork". SMACNA "HVAC Duct
Construction Standards, Metal and Flexible", latest Edition, shall govern construction of this
ductwork unless otherwise specified.
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15890 - Page 1 of 3
DUCTWORK
PART 2 - PRODUCTS
2.01 GENERAL
A. Materials shall comply with latest SMACNA Standard “HVAC Duct Construction
Standards - Metal and Flexible" for acceptable materials, material thicknesses, and duct
construction methods unless otherwise indicated. Sheet metal materials shall be free of
pitting, seam marks, roller marks, stains, discolorations, and other imperfections.
2.02 LOW PRESSURE SHEET METAL DUCTWORK
A. Material: Prime quality galvanized sheet steel conforming to the requirements of ASTM
A-653 / A-653M and G90 galvanized coating designation. Finishes for surfaces exposed to
view shall be mill phosphatized.
B. Construction:
1. Construct to comply with +2 inches w.g. pressure / velocity classification for supply
air ductwork and -2 inches w.g. pressure / velocity classification for return air
ductwork.
2. Reinforcing, Cross Breaking, Seams, Joints shall be in accordance with latest
SMACNA construction standard for low pressure sheet metal duct.
3. Gauge of materials shall be as required by SMACNA for the dimensions and
pressure/velocity classification involved.
PART 3 - EXECUTION
3.01 GENERAL
A. All duct systems shall be free of noise, chatter, vibration and pulsation under all conditions
of operation. Remove, replace or reinforce as directed by the Engineer if necessary to
correct such conditions.
B. If field conditions are determined to exist which would limit the guarantee of air delivery or
system performance, due notice in writing shall be submitted to the Engineer of such
conditions prior to starting fabrication.
C. Properly support and align ductwork. Ducts shall be free of sag and bulge. Support
ductwork above ceiling panel deck with hangers and / or brackets with mechanical fasteners.
Coordinate re-inforcing requirements of structure with the wall / ceiling panel supplier.
GUN POWDER SET ANCHORS ARE NOT PERMITTED.
D. Construct all ductwork and accessories in accord with the latest indicated editions of
applicable SMACNA construction standards.
E. Protect all ductwork and system accessories from damage during construction until
Engineer's final acceptance of project.
F. Prior to ductwork fabrication, verify if all ductwork as dimensioned and generally shown
will satisfactorily fit allocated spaces. Take precautions to avoid space interference with
beams, columns, joists, pipes, lights, conduit, other ducts, equipment, etc. Notify Engineer
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15890 - Page 2 of 3
DUCTWORK
if any spatial conflicts exist, and then obtain Engineer's approval of necessary routing.
Make any such necessary revisions which are minor at no additional cost.
3.02 LOW PRESSURE SHEET METAL DUCTS
A. Cross break or roll a cross bead in panels to increase stiffness; otherwise, use two gages
heavier steel.
B. Provide corner closures. Longitudinal seams and transverse joints shall be flat and smooth
inside. Make slip joints in direction of air flow. See governing SMACNA manual for
transition requirements.
3.03 HANGERS AND SUPPORTS
A. General: Comply with latest applicable SMACNA construction standard.
B. Supports: Vertical risers and other duct runs where the method of support specified above is
not applicable shall be supported by substantial angle brackets designed to meet field
conditions and installed to allow for duct expansion.
C. Fasteners: Secure hangers to steel beams or metal deck with beam clamps or drop through
connections from the metal or concrete deck.
3.04 IMPROPER MATERIALS OR CONFIGURATION
A. If ductwork materials or ductwork configurations are installed which do not meet these
specifications, Contractor shall remove such ductwork and replace with materials or
configurations which are acceptable. Any delay in job progress will be the responsibility of
the Contractor.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15890 - Page 3 of 3
DUCTWORK
SECTION 15936
AIR DISTRIBUTION DEVICES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide all air distribution devices as indicated on the drawings and as specified herein for a
complete and operable system.
1.03 RELATION TO OTHER WORK
A. Refer to the section, "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the Drawings and Specifications.
B. Coordinate with work of the enclosure erector as required to insure an orderly progression
of work and a first class finished system with respect to placement, alignment, finish,
general fit and absence of conflict with lighting systems.
1.04 DESIGN CONDITIONS
A. Pressure Drop: Pressure drop across any air distribution device shall not exceed 0.10 in wg
static pressure unless otherwise indicated.
1.05 SHOP DRAWINGS
A. Refer to the requirements of Section entitled "HVAC & PLUMBING BASIC MATERIALS
AND METHODS".
1.06 MANUFACTURER
A. Products listed in this Section or on the plans are based on a specific manufacturer to
establish the desired style, quality and type. Equivalent products, complying with the
requirements of this Section and the installation requirements of the plans, by the following
manufacturers are acceptable:
1. Titus
2. Metalaire
3. Krueger
4. Carnes
B. Manufacturers must be members of the Air Distribution Council unless otherwise indicated.
Document Status: BID DOCUMENTS
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AIR DISTRIBUTION DEVICES
1.07 OTHER REQUIREMENTS
A. All aluminum is to be extruded unless otherwise indicated.
B. Appearance: Each air distribution device which has a portion thereof (frame, core, etc.)
exposed to view in the finished area shall have a factory applied finish as per the device
schedule on the plans.
C. All dampers and/or shutters shall be rated by their manufacturer in accord with AMCA
Standard 500-74.
D. Integral Components: All dampers, blank-off baffles and other companion devices which
form an integral part of air distribution device shall be factory made items produced by the
manufacturer of air distribution device.
PART 2 - PRODUCTS
2.01 GENERAL
A. Refer to air distribution device schedule and plan notes shown on drawings.
2.02 OTHER REQUIREMENTS
A. All devices must each comply with the applicable portions of the Air Diffusion Council
(ADC) Equipment Test Code 1062R4 "Certification, Rating and Test Manual", the Air
Movement and Control Association, Inc. (AMCA) Standard 500 "Test Method for Louvers,
Dampers and Shutters" and the "National Fire Protection Association" (NFPA) Standard
90A "Installation of Air Conditioning and Ventilating Systems".
B. Mounting Screws: Where grilles are specified which require mounting screws visible from
the face of the device these screws shall be furnished with the air distribution equipment and
be finished at the factory to match the finish on the grille, diffuser or register in which they
are to be used.
PART 3 - EXECUTION
3.01 GENERAL
A. Install neatly where indicated in accord with manufacturer's recommendations and in accord
with SMACNA recommendations and as otherwise indicated.
B. Properly test, balance and adjust to produce optimum operation and air distribution
effectiveness.
3.02 INSTALLATION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15936 - Page 2 of 3
AIR DISTRIBUTION DEVICES
A. Install all devices as recommended by the manufacturer; in accordance with recognized
industry practices; to insure that products serve intended functions.
B. Spare Parts: Furnish to Owner, with receipt, 3 operating keys for each type of outlet and
inlet that require them.
3.03 PROTECTION OF WORK UNTIL FINAL ACCEPTANCE
A. Coordinate the installation of the air distribution equipment with related work and finishing
of adjacent surfaces to prevent damage to the devices or adjacent finishes. Protect the finish
of all air distribution equipment until final acceptance. Replace or repair to the Engineer's
satisfaction any damaged equipment.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15936 - Page 3 of 3
AIR DISTRIBUTION DEVICES
SECTION 15980
PERFORMANCE VERIFICATION, PRELIMINARY
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawing and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Put all work in a state of readiness for final performance verification.
B. Final performance verification shall not begin until the systems are complete and operable in all
respects and all related building systems are complete.
1.03 RELATION TO OTHER WORK
A. Refer to the section "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of Division 15 and to all other applicable portions
of the Drawings and Specifications.
B. Refer to the section which describes "Performance Verification, Final".
PART 2 - PRODUCTS
2.01 This part not applicable.
PART 3 - EXECUTION
3.01 AIR SYSTEMS
A. Prepare the air side for balancing in the following manner:
1. All fans, blowers, and air handling equipment shall be mechanically checked
and available to operate under design conditions.
2. All grilles, diffusers, and like items, shall be installed with dampers, vanes,
and blades in their maximum open positions.
3. All controls, whether they are electronic or electric or a combination thereof,
shall be mechanically checked and ready to operate under design code in
an operable and non-overloading condition.
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15980 - Page 1 of 2
PERFORMANCE VERIFICATION, PRELIMINARY
3.02 ADDITIONAL REQUIREMENTS
A. Complete Installation: The Contractor shall complete the equipment and system installation to
the satisfaction of the Engineer (who will be the sole judge of its state of readiness) prior to
advising, the writing, that final performance verification is ready to begin. The Contractor is
hereby advised that the Certificate of Substantial Completion will not be issued prior to the
completion of final performance verification work and that he should therefore, schedule all
other work accordingly allowing no less than 60 days for completion of final performance
verification.
B. Correction of Defects: The Contractor shall promptly and properly correct all defects in
workmanship, material, installation and equipment of which he is aware prior to requesting that
final performance verification work begin. Once the final performance verification work has
begun, the Contractor shall promptly correct all defects in workmanship, materials, installation,
and equipment as they are called to his attention by Engineer.
C. Drive Changes: Changes in pulleys or belts required for correct final balance during testing
shall be made by the Contractor at no additional cost to the Owner.
D. Scheduling and Coordination: The Contractor shall be responsible for proper scheduling and
coordination of work involved in preliminary performance verification. This shall include, but
is not necessarily limited to the timely provision of: mechanics, tools, equipment, correction of
defects, equipment manufacturer's representatives, test modules, and all other items which may
be required.
E. Report: Submit a written report describing and certifying in detail all preliminary performance
verification items and tasks that have been performed. Approval of this report by the Engineer
will precede final performance verification.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15980 - Page 2 of 2
PERFORMANCE VERIFICATION, PRELIMINARY
SECTION 15981
PERFORMANCE VERIFICATION, FINAL
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Special Conditions and
Division-1 Specification sections, apply to work of this section.
1.02 SCOPE
A. Provide the services of an independent test and balance agency to verify the performance of
the complete heating, ventilating and air conditioning systems as described by Division 15.
Performance verification shall be accomplished by established testing and balancing
procedures as described in this section.
1.03 RELATION TO OTHER WORK
A. Refer to the section "HVAC & PLUMBING BASIC MATERIALS AND METHODS" for
related requirements. Refer to other sections of Division 15 and to all other applicable
portions of the Drawings and Specifications.
1.04 TEST AND BALANCE AGENCY
A. All performance verification shall be performed by an independent test and balance agency
(herein referred to as the "T & B Agency") which is fully certified by and a current member
of the Associated Air Balance Council (AABC).
1.05 CONTRACTUAL RELATIONSHIP
A. Performance verification shall be performed as a service of the T & B Agency directly to the
Contractor with no other subcontractors as part of the agreement.
B. Performance verification is specified in this Division 15 because it relates
predominantly to Division 15 work. However, the inclusion of this Section in Division 15
shall not preclude the T & B Agency from contracting directly to the Contractor nor with
other subcontractors as part of such agreement.
1.06 AGENCY APPROVAL
A. Submit the name and qualifications of the proposed T & B Agency to the Engineer for
approval within thirty (30) days of Notice to Proceed.
B. Include AABC National Project Certification Performance Guaranty.
1.07 WORK INCLUDED
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
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PERFORMANCE VERIFICATION, FINAL
A. The T & B Agency shall provide all labor, supervision, professional services, tools, test
equipment and instruments (except as otherwise specified) to perform the following work
and all other work of this section:
1. Where in the opinion of the T & B Agency conditions may exist in the system
design or construction that may have the potential of adversely affecting
system performance, then the T & B Agency shall identify the condition and
submit in writing recommended correctives for consideration by the
Engineer.
2. During construction, review those shop drawings which have relevance to
performance verification to confirm that the required, ductwork and
equipment, and their respective specialties and accessories such as
dampers, access doors, etc., are properly selected, sized and located to
permit proper and complete testing and balancing to be accomplished.
3. Perform site inspections to verify compliance with documents, and observe
pressure tests on ductwork.
4. Perform a complete test and balance of all heating, ventilating, air
conditioning and exhaust air systems shown and described on the
Construction Documents and as further described herein.
5. Submit Equipment Test and Systems Balance Report.
6. Furnish specifications to Contractor for properly sized fixed sheaves on fan
systems after proper RPM has been established.
1.08 GUARANTEE
A. The T & B Agency shall include a warranty period of ninety (90) days after completion and
acceptance of test and balance work. During the warranty period, the Engineer may request
a re-check or re-setting of any system component requiring testing and balancing. The T &
B Agency shall provide technicians, instruments, and tools to assist the Engineer in
conducting any test that he may require during this time. The foregoing shall be in addition
to the A.A.B.C. National Project Certification Performance Guaranty which shall also be
provided.
PART 2 - PRODUCTS
2.01 GENERAL
A. The tangible product of this section shall include the reports and documentation necessary to
verify the systems' performance.
2.02 REPORT
A. The T & B Agency shall in the course of his work record the information herein specified.
Recorded test data shall be at the final balanced condition for each system. Recorded data
shall be arranged by system using the appropriate designation as established on the
Construction Documents. Four (4) copies of the final report signed, bound and indexed
shall be submitted to the Engineer for his approval or comments.
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15981 - Page 2 of 6
PERFORMANCE VERIFICATION, FINAL
B. Where actual measurements recorded for the final balance show deviations of more than
10% from the design, the T & B Agency shall note same in the report and submit
recommendations for corrective action to the Engineer for his consideration.
C. In those cases where recorded data can be reasonably interpreted to be inaccurate,
inconsistent and/or erroneous, the Engineer may request additional testing and balancing.
The T & B Agency shall at no additional cost perform such retesting and rebalancing as
directed by and in the presence of the Engineer.
D. Where, in the opinion of the T & B Agency, there is excessive vibration, movement or noise
from any piece of equipment, ductwork, pipes, etc., the T & B Agency shall note same in
the report and submit recommendations for action to the Engineer.
E. The T & B Agency shall verify that each thermostat and the devices it is controlling operate
in the exact sequence required.
F. Test Data: Include the following data in the Systems Test and Balance Report:
1. Motors:
Manufacturer
Model and serial number
Rated amperage and voltage
Rated horsepower
Rated RPM
Corrected full load amperage
Measured amperage and voltage
Calculated BHP
Measured RPM
Sheave size, type and manufacturer
2. Fans:
Manufacturer
Model or Serial number, BI or Air Foil - number of blades
Rated CFM, measured CFM
Rated RPM, measured RPM
Measured pressures - Inlet and Outlet Static Pressure
Pulley size, type and manufacturer
Belt size and quantity
Rated TSP
Operating TSP & operating ESP (at discharge side of
Supply Fan or suction side of Exhaust/Return Fan)
3. Air Systems (including inlets and outlets):
Provide single line diagrammatic plan locating each air inlet and outlet and its
reference number.
Grille or diffuser reference number and manufacturer.
Grille or diffuser location.
Design velocity.
Design CFM.
Effective area factor and size.
Measured velocity.
Measured CFM
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15981 - Page 3 of 6
PERFORMANCE VERIFICATION, FINAL
G. Other Report Requirements: Where any systems have equipment or components which are
not covered by the above, then the Final Test and Balance Report shall include the
following data as applicable to such equipment or systems to confirm actual operation:
1. All inlet and outlet areas.
2. Outside, inside, and supply air conditions.
3. All fluid velocities, flow rates, temperatures and pressures at appropriate locations.
4. All speeds.
5. All voltage and ampere ranges.
6. Descriptions of each test method used.
2.03 INSTRUMENTATION
A. All test and balance equipment and instruments to be furnished by the T & B Agency shall
have been calibrated within six (6) months of use on this work. A list of equipment and
instruments to be used shall be submitted to the Engineer prior to commencing test and
balancing operations and shall include equipment and/or instruments, name, manufacturer,
serial number and certification of last calibration date. Instruments without calibration
adjustment capability shall be accompanied with manufacturer's certification of accuracy.
Test and balance equipment and instruments furnished by the Contractor to the T & B
Agency shall be accompanied with certification as required above. The T & B Agency shall
be responsible for the protection from damage due to accident, abuse or misuse, all
equipment and instruments provided by the Contractor, and shall return same in good
working condition at the completion of the test and balance work to the Contractor. The T
& B Agency shall repair at his expense to original condition and accuracy or replace with
like equipment and instruments damaged in the work.
2.04 DIAGRAMS
A. Provide a schematic diagram (i.e., one-line) of system(s) tested. Indicate on the diagram the
relative location of all air distribution devices, heating/cooling coils, points of data
measurements (i.e., pitot traverse, temperature, static pressure) fans, air handling units, and
similar equipment included in the system. Diagram shall identify each component tested.
Said identification shall utilize the conventions shown on the drawings (i.e., AHU-1 or
SF-6) and correlate with the data sheets provided in the Test and Balance Report.
2.05 LOGS AND FORMS
A. Logs and forms shall clearly indicate following:
1. All inlet and outlet areas.
2. All applicable coil sizes.
3. Outside, inside, and supply air conditions.
4. All fluid velocities, flow rates, temperatures and pressures at significant locations
(e.g., fluid pressures before and after each fan.)
5. All fan speeds.
6. All motor ampere ranges.
7. Descriptions of each test method used.
B. Associated Air Balance Council log and data forms.
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15981 - Page 4 of 6
PERFORMANCE VERIFICATION, FINAL
PART 3 - EXECUTION
3.01 GENERAL
A. Sheaves: The Contractor shall provide applicable fans with V-belt drives and fixed pitch
sheaves. In order to provide the properly sized fixed pitch sheave, the Contractor shall
initially provide fans with V-belt drives, variable pitch sheaves. The Contractor, upon
completion of system balancing by the T & B Agency, will replace these adjustable pitch
sheaves with fixed sheaves of the size and type specified by the T & B Agency. The
Contractor shall tag the adjustable sheaves, transmit same to Owner, and receive written
receipt by Owner of acceptance of these sheaves.
B. Load Conditions: All testing and balancing of systems shall be undertaken with
maximum attainable load. Testing and balancing of all air handling systems shall be
accomplished with ceiling tile in place and enclosing partitions and doors erected.
C. Observe all equipment for noise, movement or vibrations under normal operating conditions
and report excesses to the Architect and Owner.
3.02 PERFORMANCE VERIFICATION, PRELIMINARY
A. The Contractor, prior to commencement of the balancing by the T & B Agency, shall verify
in writing:
1. That all air filters have been installed and are in clean condition.
2. That all linkages between dampers and their actuators are secure.
3. That all fans are operating at the specified RPM.
B. The Contractor shall confirm in writing that the systems as scheduled for balancing, are
operational and complete and that and ductwork have been pressure tested and accepted.
3.03 PROTECTION OF WORK
A. The Contractor shall protect all mechanical devices during the testing and balancing period.
The activities of the T & B Agency will include but not be limited to the adjustments of
designated balancing devices including; adjustment of balancing dampers, adjustment of air
extractors, air splitters, or manual dampers, the adjustment of adjustable sheaves for fan
speed. The existence of the T & B Agency shall not relieve the Contractor of his
responsibility for the complete operation of the mechanical systems in conformance with the
contract documents.
3.04 CORRECTION OF WORK
A. The Contractor shall at no additional cost to the Owner rectify discrepancies between the
actual installation and contract documents when in the opinion of the T & B Agency the
discrepancy will significantly affect system balance and performance.
3.05 COORDINATION AND ASSISTANCE
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15981 - Page 5 of 6
PERFORMANCE VERIFICATION, FINAL
A. The Contractor shall assist the T & B Agency by providing all labor, equipment, tools and
material required to operate all of the equipment and systems necessary for the testing and
balancing of the systems and for the adjustment, calibration or repair of all electric or
automated control devices and components. These services shall be available on each
working day during the period of final testing and balancing. The Contractor shall assist the
T & B Agency by arranging to have all ceilings, partitions, windows, and doors installed
prior to the scheduled commencement of balancing within each specified area.
B. The Contractor shall provide to the approved T & B Agency a complete set of plans and
specifications and an approved copy of all heating, ventilating and air conditioning
equipment shop drawings. The Contractor shall include the cost of all pulley, belt, and
drive changes, as well as balancing dampers required to achieve proper system balance
recommended by the T & B Agency.
3.06 AIR SYSTEMS
A. The testing and balancing shall include, but is not limited to, the following requirements:
1. Adjust fan speeds to deliver the required cfm and static pressure, and record
rpm and full load amperes.
2. Observe all equipment for noise, movement or vibration under normal operating
conditions and report excesses to the Engineer.
B. After all air distribution devices have been balanced to distribute calculated design indicated
air quantities and if temperature in any area (where such area does not have the particular
zone temperature control thermostat located therein) of any zone is not maintained within 2
degrees plus or minus of the zone areas which does have the zone temperature control
thermostat, then notify Engineer of such conditions and obtain approval to rebalance
devices to obtain air quantities other than those indicated so that air temperature in entire
zone will be as even as possible regardless of calculated design air quantities. After
obtaining approval to rebalance, perform such necessary rebalancing.
END OF SECTION
Document Status: BID DOCUMENTS
Document Date: April 2010 North County Regional Water Treatment Plant
Print Date: April 2010 15981 - Page 6 of 6
PERFORMANCE VERIFICATION, FINAL
-, .
eo~County_
Adninistrative Services Division
Purchasing
Email: joannemarkiewicz@colliergov.net
Telephone: (239) 252-8975
FAX: (239) 252-6480
ADDENDUM 2
Memorandum
Date:
10/13/10
From:
Scott Johnson, Purchasing Agent
To:
Interested Bidders
Subject:
Addendum # 2
Solicitation # and Title 10-5563 NCRWTP High Service Pump VFD Replacement
The following clarifications are issued as an addendum identifying the following change (s) for
the referenced solicitation:
The Board of County Commissioners approved a new Immigration Affidavit and added a new
requirement for Vendors I Suppliers I Contractors submitting proposals. That new language and
requirements are attached on the following pages. In order for the proposal to be considered,
the following documents must be submitted with your proposal:
. A signed copy of this Addendum,
· A signed and notarized copy of the Immigration Affidavit attached to this Addendum, and
. A copy of the company's E-Verify profile page or memorandum of understanding
If you require additional information please post a question on the Online Bidding site or contact
me using the above contact information.
c: John Landress
Please sign below and return a copy of this Addendum with your submittal for the above referenced
solicitation. ~inl"\- 11/03/1 0
(Signature) ~ Date
Gulf Coast Construction of Naples, Inc.
(Name of Firm)
AddendumTemplate
Revised: 4/15/10
1
CONSTRUCTION AGREEMENT
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, ("Owner") hereby contracts with Gulf Coast Construction of Naples, Inc.
("Contractor") of 540 10th Street North, Naples Florida 34102, a Florida Corporation,
authorized to do business in the State of Florida, to perform all work ("Work") in
connection with NCRWTP High Service Pump VFD Replacement, Bid No. 10-5563
("Project"), as said Work is set forth in the Plans and Specifications prepared by RKS
Consulting Engineers, Inc., the Engineer and/or Architect of Record ("Design
Professional") and other Contract Documents hereafter specified.
Owner and Contractor, for the consideration herein set forth, agree as follows:
Section 1. Contract Documents.
A. The Contract Documents consist of this Agreement, the Exhibits described in
Section 6 hereof, the Legal Advertisement, the Bidding Documents and any duly
executed and issued addenda, Change Orders, Work Directive Changes, Field Orders
and amendments relating thereto. All of the foregoing Contract Documents are
incorporated by referel}ce and made a part of this Agreement (all of said documents
including the Agreement sometimes being referred to herein as the "Contract
Documents" and sometimes as the "Agreement" and sometimes as the "Contract"). A
copy of the Contract Documents shall be maintained by Contractor at the Project site at
all times during the performance of the Work.
S. Owner shall furnish to the Contractor one reproducible set of the Contract
Documents and the appropriate number of sets of the Construction Documents, signed
and sealed by the Design Professional, as are reasonably necessary for permitting.
Section 2. Scope of Work.
Contractor agrees to furnish and pay for all management, supervision, financing, labor,
materials, tools, fuel, supplies, utilities, equipment and services of every kind and type
necessary to diligently, timely, and fully perform and complete in a good and
workmanlike manner the Work required by the Contract Documents.
Section 3. Contract Amount.
In consideration of the faithful performance by Contractor of the covenants in this
Agreement to the full satisfaction and acceptance of Owner, Owner agrees to pay, or
cause to be paid, to Contractor the following amount (herein "Contract Amount"), in
accordance with the terms of this Agreement: $714,765.00 Seven Hundred Fourteen
Thousand Seven Hundred Sixty Five Dollars.
GC-CA-1
Section 4. Bonds.
A. Contractor shall provide Performance and Payment Bonds, in the form
prescribed in Exhibit A, in the amount of 100% of the Contract Amount, the costs of
which are to be paid by Contractor. The Performance and Payment Bonds shall be
underwritten by a surety authorized to do business in the State of Florida and otherwise
acceptable to Owner; provided, however, the surety shall meet the requirements of the
Department of the Treasury Fiscal Service, "Companies Holding Certificates of Authority
as Acceptable Sureties on Federal Bonds and as Acceptable Reinsurance Companies"
circular. This circular may be accessed via the web at
www.fms.treas.qov/c570/c570.html#certified. Should the Contract Amount be less than
$500,000, the requirements of Section 287.0935, F.S. shall govern the rating and
classification of the surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes
insolvent, its right to do business is terminated in the State of Florida, or it ceases to
meet the requirements imposed by the Contract Documents, the Contractor shall, within
five (5) calendar days thereafter, substitute at its cost and expense another bond and
surety, both of which shall be subject to the Owner's approval.
Section 5. Contract Time and Liquidated Damages.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The
"Commencement Date" shall be established in the written Notice to Proceed to be
issued by the Project Manager, as hereinafter defined. Contractor shall commence the
Work within five (5) calendar days from the Commencement Date. No Work shall be
performed at the Project site prior to the Commencement Date. Any Work performed by
Contractor prior to the Commencement Date shall be at the sole risk of Contractor.
Contractor shall achieve Substantial Completion within three hundred thirty (330)
calendar days from the Commencement Date (herein "Contract Time"). The date of
Substantial Completion of the Work (or designated portions thereof) is the date certified
by the Design Professional when construction is sufficiently complete, in accordance
with the Contract Documents, so Owner can occupy or utilize the Work (or designated
portions thereof) for the use for which it is intended. Contractor shall achieve Final
Completion within forty-five (45) calendar days after the date of Substantial
Completion. Final Completion shall occur when the Agreement is completed in its
entirety, is accepted by the Owner as complete and is so stated by the Owner as
completed. As used herein and throughout the Contract Documents, the phrase
"Project Manager" refers to the Owner's duly authorized representative and shall mean
the Division Administrator or Department Director, as applicable, acting directly or
through duly authorized representatives.
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement, .
Owner will suffer financial loss if Contractor fails to achieve Substantial Completion
within the time specified above, as said time may be adjusted as provided for herein. In
GC-CA-2
such event, the total amount of Owner's damages, will be difficult, if not impossible, to
definitely ascertain and quantify. Should Contractor fail to achieve Substantial
Completion within the number of calendar days established herein, Owner shall be
entitled to assess, as liquidated damages, but not as a penalty, One thousand two
hundred eighty-eight dollars and ten cents ($1288.10) for each calendar day
thereafter until Substantial Completion is achieved. Further, in the event Substantial
Completion is reached, but the Contractor fails to reach Final Completion within the
required time period, Owner shall also be entitled to assess and Contractor shall be
liable for all actual damages incurred by Owner as a result of Contractor failing to timely
achieve Final Completion. The Project shall be deemed to be substantially completed
on the date the Project Manager (or at his/her direction, the Design Professional) issues
a Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby
expressly waives and relinquishes any right which it may have to seek to characterize
the above noted liquidated damages as a penalty, which the parties agree represents a
fair and reasonable estimate of the Owner's actual damages at the time of contracting if
Contractor fails to Substantially or Finally Complete the Work within the required time
periods.
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude
-the first day and include the' last "day of such period. If-the last day of "any such period
falls on a Saturday or Sunday or on a day made a legal holiday by the law of the
applicable jurisdiction, such day shall be omitted from the computation, and the last day
shall become the next succeeding day which is not a Saturday, Sunday or legal holiday.
D. Determination of Number of Days of Default.
For all contracts, regardless of whether the Contract Time is stipulated in calendar days
or working days, the Owner will count default days in calendar days.
E. Right of Collection.
The Owner has the right to apply any amounts due Contractor under this Agreement or
any other agreement between Owner and Contractor, as payment on such liquidated
damages due under this Agreement in Owner's sole discretion. Notwithstanding
anything herein to the contrary, Owner retains its right to liquidated damages due under
this Agreement even if Contractor, at Owner's election and in its sole discretion, is
allowed to continue and to finish the Work, or any part of it, after the expiration of the
Contract Time including granted time extensions.
F. Completion of Work by Owner.
In the event Contractor defaults on any of its obligations under the Agreement and
Owner elects to complete the Work, in whole or in part, through another contractor or its
own forces, the Contractor and its surety shall continue to be liable for the liquidated
damages under the Agreement until Owner achieves Substantial and Final Completion
of the Work. Owner will not charge liquidated damages for any delay in achieving
Substantial or Final Completion as a result of any unreasonable action or delay on the
part of the Owner.
GC-CA-3
G. Final Acceptance by Owner.
The Owner shall consider the Agreement complete when the Contractor has completed
in its entirety all of the Work and the Owner has accepted all of the Work and notified
the Contractor in writing that the Work is complete. Once the Owner has approved and
accepted the Work, Contractor shall be entitled to final payment in accordance with the
terms of the Contract Documents.
H. Recovery of Damages Suffered by Third Parties.
Contractor shall be liable to Owner to the extent Owner incurs damages from a third
party as a result of Contractor's failure to fulfill all of its obligations under the Contract
Documents. Owner's recovery of any delay related damages under this Agreement
through the liquidated damages does not preclude Owner from recovering from
Contractor any other non-delay related damages that may be owed to it arising out of or
relating to this Agreement.
Section 6. Exhibits Incorporated.
The following documents are expressly agreed to be incorporated by reference and
made a part of this Agreement.
,Exhib.ilA; ,
Exhibit B;
Exhibit C:
Exhibit D:
Exhibit E:
Exhibit F:
Exhibit G:
Exhibit H:
Exhibit I:
Exhibit J:
Exhibit K:
Exhibit L:
Exhibit M:
Exhibit N:
Performance and Payment.80nd,Forms.,
Insurance Requirements
Release and Affidavit Form
Contractor Application for Payment Form
Change Order Form
Certificate of Substantial Completion Form
Final Payment Checklist
General Terms and Conditions
Supplemental Terms and Conditions
Technical Specifications
Permits
Standard Details (if applicable)
Plans and Specifications prepared by RKS Consulting Engineers,
Inc. and identified as follows: NCRWTP High Service Pump VFD
Replacement as shown on Plan Sheets 1 through 20.
Contractor's List of Key Personnel
Section 7. Notices
A. All notices required or made pursuant to this Agreement by the Contractor to the
Owner shall be shall be deemed duly served if delivered by U.S. Mail, E-mail or
Facsimile, addressed to the following:
GC-CA-4
John T. Landress
3339 Tamiami Trail East, Suite #303
Naples, FL 34112
Tel: 239/252-4216
Fax: 239/252-5378
B. All notices required or made pursuant to this Agreement by Owner to Contractor
shall be made in writing and shall be deemed duly served if delivered by U.S. Mail, E-
mail or Facsimile, addressed to the following:
Thomas J. Meister
Gulf Coast Construction of Naples, Inc.
540 10th Street North
Naples, FL. 34102
Tel: 239/262-8565
Fax: 239/262-7995
C. Either party may change its above noted address by giving written notice to the
other party in accordance with the requirements of this Section.
. "Section.S. PUBLIC ENTITY CRIMES.
8.1 By its execution of this Contract, Construction Contractor acknowledges that it
has been informed by Owner of the terms of Section 287.133(2)(a) of the Florida
Statutes which read as follows:
"A person or affiliate who has been placed on the convicted
vendor list following a conviction for a public entity crime may not
submit a bid on a contract to provide any goods or services to 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 a
public entity, may not be awarded or perform work as a contractor,
supplier, subcontractor, or consultant under a contract with any
public entity in excess of the threshold amount provided in s.
287.017 for CATEGORY TWO for a period of 36 months from the
date of being placed on the convicted vendor list."
Section 9. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties
unless in writing and executed by the party or parties intended to be bound by it.
Section 10. Successors and Assi~ns.
Subject to other provisions hereof, the Agreement shall be binding upon and shall inure
to the benefit of the successors and assigns of the parties to the Agreement.
GC-CA-5
Section 11. Governina Law.
The Agreement shall be interpreted under and its performance governed by the laws of
the State of Florida.
Section 12. No Waiver.
The failure of the Owner to enforce at any time or for any period of time anyone or
more of the provisions of the Agreement shall not be construed to be and shall not be a
waiver of any such provision or provisions or of its right thereafter to enforce each and
every such provision.
Section 13. Entire Aareement.
Each of the parties hereto agrees and represents that the Agreement comprises the full
and entire agreement between the parties affecting the Work contemplated, and no
other agreement or understanding of any nature concerning the same has been entered
into or will be recognized, and that all negotiations, acts, work performed, or payments
made prior to the execution hereof shall be deemed merged in, integrated and
superseded by the Agreement.
Section 14. Severabilitv.
Should any provision of the Agreement be determined by a court to be unenforceable,
such a determination shall not affect the validity or enforceability of any other section or
part thereof.
Section 15. Chanae Order Authorization.
The Project Manager shall have the authority on behalf of the Owner to execute all
Change Orders and Work Directive Changes to the Agreement to the extent provided
for under the Owner's Purchasing Policy and accompanying administrative procedures.
Section 16. Construction.
Any doubtful or ambiguous language contained in this Agreement shall not be
construed against the party who physically prepared this Agreement. The rule
sometimes referred to as "fortius contra proferentum" (pursuant to which ambiguities in
a contractual term which appears on its face to have been inserted for the benefit of one
of the parties shall be construed against the benefited party) shall not be applied to the
construction of this Agreement.
Section 17. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract
Documents, the terms of the Construction Agreement and the General Terms and
Conditions shall take precedence over the terms of all other Contract Documents,
except the terms of any Supplemental Conditions shall take precedence over the
GC-CA-6
Construction, Agreement and the General Terms and Conditions. To the extent any
conflict in the terms of the Contract Documents cannot be resolved by application of the
Supplemental Conditions, if any, or the Construction Agreement and the General Terms
and Conditions, the conflict shall be resolved by imposing the more strict or costly
obligation under the Contract Documents upon the Contractor at Owner's discretion.
****
GC-CA-7
IN WITNESS WHEREOF, the parties have executed this Agreement on the
date(s) indicated below.
TWO WITNESSES:
~ f. ~C\'A By:
FIRST WITNESS I
CONTRACTOR:
GULF COAST CONSTRUCTION
~'INC.
Robert P. Meister, Jr.
Type/Print Name
)-~~
WITNESS
Thomas J. Meister / President
Type/Print Name and Title
Mary-Anne Loriston
Type/Print Name
Date: p~ f, 1o~L
ATTEST,,:....
OWNER:
L.
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY FLORIDA
~.J.W. ~
Fred W. Coyle, Chairman .1
BY:
GC-CA-8
EXHIBIT A Executed in 2 Counterparts
PUBLIC PAYMENT BOND
NCRWTP High Service Pump VFD Replacement
Bond No. 9009932
Contract No. 10-5563
KNOW ALL MEN BY THESE PRESENTS: That Gulf Coast Construction of Naples, Inc.
540 10th Street North, Naples, FL 34102 (239) 262-85~5 , as Principal,
and Fidelity and Deposit Company of Maryland , as
Surety, located at 1400 American Lane, Tower 1, Schaumburg, IL 60196 (800) 382-2150
(Business Address) are held and firmly bound to The Board of County Commissioners of Collier County, Florida
?s Obligee in the sum of Seven Hundred Fourteen Thousand Seven Hundred Sixty Five & 00/100ths
($714,765.00 ) for the payment whereof we bind ourselves, our heirs, executors,
personal representatives, successors and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the _ day of
2010, with Obligee for NCRWTP High Service Pump VFD Replacement
in Collier County, Naples, FL accordance with drawings and specifications, which
contract is incorporated by reference and made a part hereof, and is referred to herein
as the Contract. .. .' ., . .. ....
THE CONDITION OF THIS BOND is that if Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida
Statutes, supplying Principal with labor, materials or supplies, used directly or indirectly
by Principal in the prosecution of the work provided for in the Contract, then this bond is
void; otherwise it remains in full force.
Any changes in or under the Contract and compliance or noncompliance with any
formalities connected with the Contract or the changes do not affect Sureties obligation
under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In
no event will the Surety be liable in the aggregate to claimants for more than the penal
sum of this Payment Bond, regardless of the number of suits that may be filed by
claimants.
IN WITNESS WHEREOF, the above parties have executed this instrument this
day of 2010, the name of each party being affixed and these presents
duly signed by its under-signed representative, pursuant to authority of its governing
body.
Obligee Information:
The Board of County Commissioners of
Collier County, Florida
3301 East Tamiami Trail
Naples, FL 34112
(239) 252-8446
Project Address:
Vanderbilt Beach Road
Collier County, Naples, FL
GC-CA-A-1
" "
Signed, sealed and delivered
in the presence of:
PRINCIPAL
Gulf Coast Construction of Naples"lnc,:
BY:
NAME:
ITS:
~ -:1. 1he.J,,-kr-
Pr~S~c!t:M+
STATE OF FLORIDA
COUNTY OF Q)lLier
My Commission Expires:
The foregoing~trument was acknowledged before me this I'~ day of J~\J~
20lL, by -,~<;.. j'. rVte~s-ler , as JreS;dtW+- of
Gulf Coast Construction of Naples, Inc, , a Florida corporation, on behalf of the
corporation. He/she is ers I w to, me OR has produced ,J ( Ii- as
identification and did (did not) take an oat.
-~~~
(Sign t re of Notary)
~t~t4-..tle.- L-l'n"'s~
(Legibly Printed)
",.it.~';j:,'.", MARY.ANNE LORISTON
!~ ~~ MYCOMMISSION#DD781173
~. EXPIRES: January 28,2012
"1.~'" BondedlhruNotaryPlmloUndel'MllDlS
NAME:
(AFFIX OFFICIAL SEAL)
Notary Public"State of FL
Commission No.: i\~ 7?/l7 g,
ATTEST:
SURETY:
Fidelity and Deposit Company of Maryland
(Printed Name)
...-------.--
------ ---
--------~""'. -~--~<'-<'
--__________ ~At:ltnorfzed Signature)
"-----------~_..
Witnesse~.ety-- (printeal\lame)_____
--------- . -------
1400 American Lane, Tower 1
Schaumburg, IL 60196
(800) 382-2150
(Business Address
GC-CA-A-2
~1rnl)
~ ~f\~
Witnesses
OR
ttorney In Fact & Florida Licensed .
(Attach Power of Attorney) Resident Agent
April L. Lively
(Printed Name)
1400 American Lane, Tower 1
Schaumburg,IL 60196
(Business Address)
(800) 382-2150
(Telephone Number)
Inquiries: (407) 834-0022
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this ~ day of
January, 2011 , ~:O-l by April L. Lively , as
Attorney-In-Fact of Fidelity and O~posit Company of Maryland
Surety, on behalf of Surety. Het~TI~J~_personally know~R has produced
N/A . as iCfentifiCafion and who:9itt(did not)
take an oath. ' .
X~~Q ~~
(Signature)
My Commission Ex ires: 08/30/2012
o~,,~y ~1I~ Notary Public Slale of Florida
: , ~ Kathleen A Clawson
'c. . ,./ My Commission 00801159
~Ofl~w Expires 08/30/2012
Name: Kathleen A. Clawson
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of: Florida
Commission No.: 00801159
GC-CA-A-3 .
EXHIBIT A
PUBLIC PERFORMANCE BOND
Executed in 2 Counterparts
, -
NCRWTP High Service Pump VFD Replacement
Bond No. 9009932
Contract No. 10-5563
KNOW ALL MEN BY THESE PRESENTS: That Gulf Coast Construction of Naples, Inc,
540 10th Street North, Naples, FL 34102 (239}262.B565 ,as Principal, and Fidelity and Deposit Company of Maryland
, as Surety, located at
1400 American Lane, Tower 1, Schaumburg, IL 60196 (800) 382-2150
(Business Address) are held and firmly bound to
The Board of County Commissioners of Collier County, Florida , as Obligee in the sum of
Sevefl Hundred Fourteen Thousand Seven Hundred Sixty Five & 00/100ths
($ 714,765.00 ) for the payment whereof we bond ourselves, our heirs, executors,
personal representatives, successors and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the day of
, 2010, with Obligee for
NCRWTP High Service Pump VFD Replacement, Vanderbilt Beach Road, Collier County, Naples, FL
in accordance with drawings and specifications" which contract. is, incorporated by.
reference and made a part hereof, and is referred to herein as the Contract.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the Contract at the times and in -the manner prescribed in the Contract;
and
2. Pays Obligee any and all losses, damages, costs and attorneys' fees that
Obligee sustains because of any default by Principal under the Contract, including, but
not limited to, all delay damages, whether liquidated or actual, incurred by Obligee; and
3. Performs the guarantee of all work 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 and compliance or noncompliance with
any formalities connected with the Contract or the changes do not affect Sureties
obligation under this Bond.
The Surety, for value received, hereby stipulates and agrees that no changes,
extensions of time, alterations or additions to the terms of the Contract or other work to
be performed hereunder, or the specifications referred to therein shall in anywise affect
its obligations under this bond, and it does hereby waive notice of any such changes,
extensions of time, alterations or additions to the terms of the Contract or to work or to
the specifications.
This instrument shall be construed in all respects as a common law bond. It is
expressly understood that the time provisions and statute of limitations under Section
255.05, Florida Statutes, shall not apply to this bond. Obligee Information:
The Board of County Commissioners of
Collier County, Florida
3301 East Tamiarni Trail
Naples, FL 34112
(239) 252-8446
GC-CA-A-4
In no event will the Surety be liable in the aggregate to Obligee for more than the penal
sum of this Performance Bond regardless of the number of suits that may be filed by
Obligee.
IN WITNESS WHEREOF, the above parties have executed this instrument this
day of , 2010, the name of each party being affixed and these
presents duly signed by its undersigned representative, pursuant to authority of its
governing body.
Signed, sealed and delivered
~1!'3nce of:
~ f.~~.
~ 5 ""t"~ P . Me./.GT~ n.. J t2
Witnesses as to Principal
PRINCIPAL
, '
, ~'
,~\. ..- ~: l ,,' ~>.
. " " \.'. ..,
Gulf coa~st Construction of Naple~. ~~c. _:,~
BY: t " .",".,
NAME: .. - -... j. /41e:skr
ITS: p(~s.Jc!~+-
STATE OF FLORIDA
COUNTY OF ~ ll.:e.r
The foregoing instrument was acknowledged before me this i 111 day of
'--::J~u&" , 201~J by ,~~ J~ Meis-kr 1 as
I ~res,de..,,+ of Gulf Coast Construction of Naples, Inc. J a
Florida corporation, on behalf of the cO\'Roration. He/she is
personally known to me OR has produced ~
~- -= as identification and did (did not) take an oath.
My' . io x ires: ~.... ~ ~~
.,.~~ MARY.ANNELOR/STON (~re)
f! :~~ MY COMMISSION t DO 781173
. : z EXPIRES: Januarv28, 2012 N .AA '.:10"', .l1. -/_ "" L .r-~..l.i\_
llondedThtu NolaJyPubllo UndtlWlftll9 ame: rVl <.:..l I~ r\Ylr~ G'.! \ Q . HI...:!
(Leg ibly' Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of: ,- '-
Commission No.: ~~ 7ill7 3
GC-CA-A-5
AlTEST:
SURETY:
Witnesses as to Sur..ety---'-
--------------
ffivfYY) ,}ry)
,
~'ffii1. ~Qwy
Witnesses
Fidelity and Deposit Company of Maryland
(Printed Name)
1400 American Lane, Tower 1
Schaumburg, IL 60196
(800) 382-2150
(Business Address)
--------
.--
(Autho,tized"Srgnature)
---,.,-~ .-.-..----
-----.. ,-""
-;;~._--"
--...-"" ----
..,___ --.... c",
ed N::t~)-
---
-~--
--
. --
o
!HI '
, ,'f 1/
. \ t.... /I/t
omey in Fact & Florida Licensed Resident
(Attach Power of Attorney) Agent
--:-"--,-
April L. Lively
(Printed Name)
1400 American Lane, Tower 1
Schaumburg, IL 60196
STATE OF FLORIDA
COUNTY OF SEMINOLE
(Business Address)
(800) 382-2150
(Telephone Number)
Inquiries: (407) 834-0022
The foregoing instrument was acknowledged before me this ~ day of
January, 2011 ZA4.""'- by April L. Lively as Attorney-In-Fact
,;:;>'.""-<..... ,
of Fidelity and Deposit Company of Maryland=t_a " Maryland C~rp()ration Surety, on
behalf of Surety. Hetbn~ personally known ,to~OR has produced
N/A as rden11f1catronlfncfwlilii!'id::(ijid not) take an oath.
XCL~t- a. Ce-o.w~;J
(Signature)
M Commission Ex ires: 08/30/2012
O~l '11" Notary Public Slate of Florida
~ \,6 . Kathleen A Clawson
.,. c!f=. H My Commission DD801159
.,.~ 0, ,~d" Expires 08/30/2012
Name: Kathleen A. Clawson
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of: Florida
Commission No.: DO'801159
GC-CA-A-6
GUIGNARD COMPANY
SURETY BONDS
January 7, 2011
The Board of County Commissioners of Collier County, Florida
3301 East Tamiami Trail
Naples, FL 34112
Re: Authority to Date Bonds and Powers of Attorney
Principal: Gulf Coast Construction of Naples, Inc.
Bond No.: 9009932
Project: NCRWTP High Service Pump VFD Replacement,
Contract No.1 0-5563, Vanderbilt Beach Road, Naples,
FL
Dear Sir or Madam:
Please be advised that as Surety on the above referenced bond, executed on
your behalf for this project, we hereby authorize you to date the bonds and
the powers of attorney conCUlTent with the date of the contract, agreement.
Once dated, please send a copy of the dated bonds to our office.
!
"~on.,.pany of Maryland
1 L. Lively
Attorney In Fact and Florida Licensed Resident Agent
1904 BOOTHE CIRCLE · LONGWOOD, FL 32750
PH (407) 834-0022 / (888) 220-3780 · FAX (407) 260-1767 / (888) 220-3228 · www.guignardcompany.com
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY TIIESE PRESENTS: That the. FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary,
in pursuance of authority granted by Article VI, Section 2~ of the By-Laws of said cOHpany, '. are set forth on the
reverse side hereof and are hereby certified to be in full force and effect on the date he, des by nominate, constitute
and appoint J. W. GUIGNARD, Jennifer L. MCCART A, BryCe~G , ry CIS, April L.
LIVELY, Paul J. CIAMBRIELLO, Margie MORRIS, Pe s ngwood, Florida,
EACH its true and lawful agent and Attorney-in-Fa 0 fJ, e, s. , and on its behalf as surety, and
as its act and deed: any and all bonds lt~d ., and ~~l ti c bonds or undertakings in pursuance of
these presents, shall be as bin~~~ ~~aWl ~p1y, to all intents and purposes, as if they had been
duly executed and a~~d'bY~'tTrt;r 1arIie)q~ffi.6~s of the Company at its office in Baltimore, Md., in their
own proper persons~'J~r ;~ that issued on behalf of J. W. GUIGNARD, Jennifer L. MCCARTA,
Bryce R. GUIGN~~ S, April L. LIVELY, Paul J. CIAMBRIELLO, Margie MORRIS, Peggy SNOW,
Allyson FOSS, date~'4,'1010.
The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said Company, and is now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 12th day ofJuly, A.D.
2010.
A TIEST:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
~})i~
By:
Assistant Secretary William J. Mills
! /i ,1: l
: -j {/':"L'
(1/c/'y {'..ref
Eric D. Barnes
Vice President
Srate of Maryland }SS'
City of Baltimore .
On this 12th day of July, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
\\\\\11)1111,
t~~;fiy
""11111\\
(l. /1 I:]
~--eiA.-aft.d..-. l....-'- ' '- ..J-V'l'"'-?"\..--
Constance A. Dunn Notary Public
My Commission Expires: July 14,2011
POA-F 031-4124
. .
A'.
State of Florida.
Department of State
I certify from the records of this office that GULF COAST
CONSTRUCTION OF NAPLES, INC,~ is a corporation organized under
the laws of the State of Florida, filed on January 8, 2001.
The document number of this corporation is PO 1 000002821. '
I further certify that said corporation has paid all fees due this office
through December 31,2010, that its most recent annual report was filed
on January 5, 2010, and its status is active.
I further certify that said corporation has' not filed Articles of'
Dissolution.
Given under my hand and the Great Seal of
Florida, at Tallahassee, the Capital, this the Sixth
day of January, 2010
--@M-~(j
Secretary of State
)LutllenticationDD:800164507128-010610-POl000002821
To authenticate this certificate,visit the following site, enter this
DD, and then follow the instructions displayed.
https:/IefiIe.sunbiz.org/certauthver.htInl
EXHIBIT B
INSURANCE REQUIREMENTS
The Vendor shall at its own expense, carry and maintain insurance coverage from responsible
companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this
solicitation. The Vendor shall procure and maintain property insurance upon the entire project, if
required, to the full insurable value of the scope of work.
The County and the Vendor waive against each other and the County's separate Vendors,
Contractors, Design Consultant, Subcontractors, agents and employees of each and all of them, all
damages covered by property insurance provided herein, except such rights as they may have to the
proceeds of such insurance. The Vendor and County shall, where appropriate, require similar
waivers of subrogation from the County's separate Vendors, Design Consultants and Subcontractors
and shall require each of them to include similar waivers in their contracts.
Collier County shall be responsible for purchasing and maintaining its own liability insurance.
Certificates issued as a result of the award of this solicitation must identify "For any and all work
performed on behalf of Collier County."
The General Liability Policy provided by Vendor to meet the requirements of this solicitation shall
name Collier County, Florida, as an additional insured as to the operations of Vendor under this
solicitation and shall contain a severability of interests provisions.
Collier County Board of County Commissioners shall be named as the Certificate Holder. The
"Certificate Holder" should read as follows:
Collier County
Board of County Commissioners
Naples, Florida
The amounts and types of insurance coverage shall conform to the minimum requirements set forth in
EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or their
equivalents. If Vendor has any self-insured retentions or deductibles under any of the below listed
minimum required coverage, Vendor must identify on the Certificate of Insurance the nature and
amount of such self- insured retentions or deductibles and provide satisfactory evidence of financial
responsibility for such obligations. All self-insured retentions or deductibles will be Vendor's sole
responsibility.
Coverage~ shall be maintained without interruption from the date of commencement of the Work
until the date of completion and acceptance of the scope of work by the County or as specified in this
solicitationJ, whichever is longer.
The Vendor and/or its insurance carrier shall provide thirty (30) days written notice to the County of
policy cancellation or non-renewal on the part of the insurance carrier or the Vendor. The Vendor
shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any
GC-CA-B-1
notices of expiration, cancellation, non-renewal or material change in coverage or limits received by
Vendor from its insurer and nothing contained herein shall relieve Vendor of this requirement to
provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by
Vendor hereunder, Vendor shall immediately take steps to have the aggregate limit reinstated to the
full extent permitted under such policy.
Should at any time the Vendor not maintain the insurance coverage.lli} required herein, the County
may terminate the Agreement or at its sole discretion shall be authorized to purchase such
coverage.lli} and charge the Vendor for such coverage.lli} purchased. If Vendor fails to reimburse the
County for such costs within thirty (30) days after demand, the County has the right to offset these
costs from any amount due Vendor under this Agreement or any other agreement between the
County and Vendor. The County shall be under no obligation to purchase such insurance, nor shall it
be responsible for the coverage.lli} purchased or the insurance company or companies used. The
decision of the County to purchase such insurance coverage.lli} shall in no way be construed to be a
waiver of any of its rights under the Contract Documents.
If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the
scope of work, the Vendor shall furnish to the County renewal or replacement Certificate(s) of
Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of
the Vendor to provide the County with such renewal certificate(s) shall be considered justification for
the County to terminate any and all contracts.
GC-CA-B-2
Insurance I Bond Type
1. [g] Worker's
Compensation
Collier County Florida
Insurance and Bonding Requirements
Required Limits
Statutory Limits of Florida Statutes, Chapter 440 and all Federal
Government Statutory Limits and Requirements
2. [g] Employer's Liability $1.000.000.00 single limit per occurrence
3. [g] Commercial
General Liability
(Occurrence Form)
patterned after the
current ISO form
4. [g] Indemnification
Bodily Injury and Property Damage
$2.000.000.00 single limit per occurrence
To the maximum extent permitted by Florida law, the
ContractorNendor/Consultant shall indemnify and hold harmless
Collier County, its officers and employees from any and all
liabilities, damages, losses and costs, including, but not limited
to, reasonable attorneys' fees and paralegals' fees, to the extent
caused by the negligence, recklessness, or intentionally wrongful
conduct of the ContractorNendor/Consultant or anyone
employed or utilized by the ContractorNendor/Consultant in the
performance of this Agreement. This indemnification obligation
shall not be construed to negate, abridge or reduce any other
rights or remedies which otherwise may be available to an
indemnified party or person described in this paragraph. This
section does not pertain to any incident arising from the sole
negligence of Collier County.
4. [g] Automobile Liability $ 500.000.00 Each Occurrence; Bodily Injury & Property Damage,
Owned/Non-owned/Hired; Automobile Included
5. 0 Other insurance as 0 Watercraft
noted: Per Occurrence
$
o United States Longshoreman's and Harborworker's Act
coverage shall be maintained where applicable to the completion
of the work.
$
Per Occurrence
o Maritime Coverage (Jones Act) shall be maintained where
applicable to the completion of the work.
$
Per Occurrence
GC-CA-B-3
6. C8J Bid bond
7. [2J Performance and
Payment Bonds
D Aircraft Liability coverage shall be carried in limits of not less
than $5,000,000 each occurrence if applicable to the completion
of the Services under this Agreement.
$
Per Occurrence
D Pollution
Per Occurrence
$
D Professional Liability $
Per Occurrence
· $ 500,000 each claim and in the aggregate
· $1,000,000 each claim and in the aggregate
· $2,000,000 each claim and in the aggregate
D Project Professional Liability
Per Occurrence
$
D Valuable Papers Insurance
Per Occurrence
$
Shall be submitted with proposal response in the form of certified
funds, cashiers' check or an irrevocable letter of credit, a cash
bond posted with the County Clerk, or proposal bond in a sum
equal to 5% of the cost proposal. All checks shall be made
payable to the Collier County Board of County Commissioners on
a bank or trust company located in the State of Florida and
insured by the Federal Deposit Insurance Corporation.
For projects in excess of $200,000, bonds shall be submitted
with the executed contract by Proposers receiving award, and
written for 100% of the Contract award amount, the cost borne by
the Proposer receiving an award. The Performance and Payment
Bonds shall be underwritten by a surety authorized to do
business in the State of Florida and otherwise acceptable to
Owner; provided, however, the surety shall be rated as "A-" or
better as to general policy holders rating and Class V or higher
rating as to financial size category and the amount required shall
not exceed 5% of the reported policy holders' surplus, all as
reported in the most current Best Key Rating Guide, published by
A.M. Best Company, Inc. of 75 Fulton Street, New York, New
York 10038.
GC-CA-B-4
8. ~ Vendor shall ensure that all subcontractors comply with the same insurance requirements that
he is required to meet. The same Vendor shall provide County with certificates of insurance
meeting the required insurance provisions.
9. ~ Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for
Commercial General Liability where required.
1 O. ~ The Certificate Holder shall be named as Collier County Board of County Commissioners, OR,
Board of County Commissioners in Collier County, OR Collier County Government, OR Collier
County.
11. ~ Thirty (30) Days Cancellation Notice required.
Vendor's Insurance Statement
We understand the insurance requirements of these specifications and that the evidence of insurability
may be required within five (5) days of the award of this solicitation.
Name of Firm
. G:; co~ucti6n
Thomas J. Meister
of Naples' Iric Date" --- 01/11/2011
Vendor
Signature
Print Name
Insurance
Agency
Lutgert Insurance - Naples
Marc Williams
Agent Name
Telephone
239-280-3204
GC-CA-B-5
ACc;;;bap
~ CERTIFICATE OF LIABILITY INSURANCE l;;:E)~~/:~)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S}, AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies} must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s}.
PRODUCER
Lutgert Insurance - Naples
PO Box 112500
Naples FL 34108
NAlC#
INSURED
Gulf Coast Construction of Naples, Inc.
540 lOth St N
Naples FL 34102
INSURER B: Benchmark Ins.
INSURERC:Scottsdale Insu
COVERAGES
INSURER D : Mont
INSURER E :
INSURER F :
CERTIFICATE NUMBER: 1929329535
Ins
REVISION NUMBER:
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 POLICIES DESCRIBED HEREIN is SUBJECT
TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
INSR TYPE OF INSURANCE {~glilg~l {~gT~g~1 LIMITS
LTR INSR WVD POLICY NUMBER
B GENERAL LIABILITY BCP0481 9/24/2010 9/24/2011 EACH OCCURRENCE 51,000,000
-
- 3MMERCIAL GENERAL LIABILITY ~~~~~~J9E~~~~ncel 5100,000
- CLAIMS-MADE ~ OCCUR MED EXP (Anyone person) 55,000
PERSONAL & ADV INJURY $1,000,000
GENERAL AGGREGATE 52,000,000
n'L AGGREAE LIMIT APnS PER: PRODUCTS - COMP/OP AGG 52,000,000
POLICY ~:;wr LOC 5
D AUTOMOBILE LIABILITY 01CI44327602 1/21/2011 1/21/2012 COMBINED SINGLE LIMIT 51,000,000
f-- (Ea accident)
ANY AUTO
f-- BODILY INJURY (Per person) 5
ALL OWNED AUTOS
f-- BODILY INJURY (Per accident) 5
X SCHEDULED AUTOS
f-- PROPERTY DAMAGE 5
X HIRED AUTOS (Per accident)
f--
X NON.OWNED AUTOS S
f--
5
C UMBRELLA L1AB H OCCUR XBSOO12629 1/18/2011 9/24/2011 EACH OCCURRENCE 51,000,000
f--
X EXCESS L1AB CLAIMS.MADE AGGREGATE 51,000,000
f-- DEDUCTIBLE 5
RETENTION 5 5
A WORKERS COMPENSATION WCV008655200 7/1/2010 7/1/2011 I. WC STATU-; 1 10J~'
AND EMPLOYERS' LIABILITY Y/N X TORY [-"MIl'S
ANY PROPRIETOR/PARTNER/EXECUTIVE D N/A E.L. EACH ACCIDENT 51,000,000
OFFICER/MEM8ER EXCLUDED?
(Mandatory In NH) E,L. DISEASE - EA EMPLOYEE 51,000,000
If yes, describe under
DESCRIPTION OF OPERATIONS below E,L. DISEASE - POLICY LIMIT 51,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required)
Certificate Holder is Additional Insured for any work and all work performed on behalf of Collier County
with regards to General Liability on a Primary Non-Contributory basis per forms CGL 021 and CGL 025.
Wavier of Subrogation in favor of Holder for Workers Compensation. Reference Job 8005 Vanderbilt Rd,
See Attached...
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED
BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED
IN ACCORDANCE WITH THE POLICY PROVISIONS.
Collier County Board of County
Commissioners
3050 N Horseshoe Dr #28
Naples FL 34104
AUTHORIZED REPRESENTATIVE
7Ja ?J-Lb
ACORD 25 (2009/09)
@1988-2009ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
AGENCY CUSTOMER ID: GULF-33
LOC#:
.~~
ACORD
~
ADDITIONAL REMARKS SCHEDULE Page 1-- of .1-
AGENCY
Lutgert Insurance - Naples
POLICY NUMBER
NAMED INSURED
Gulf Coast Construction of Naples, Inc.
540 lOth St N
Naples FL 34102
CARRIER
NAIC CODE
EFFECTIVE DATE:
ADDITIONAL REMARKS
THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM,
FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE
Naples, FL 34120.
*30 Days Notice of Cancellation except 10 for Non-Payment of Premium.
ACORD 101 (2008/01)
@2008 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
COUNTY OF COLLIER )
STATE OF FLORIDA)
EXHIBIT C
RELEASE AND AFFIDAVIT FORM
Before me, the undersigned authority, personally appeared
who after being duly sworn, deposes and says:
(1) In accordance with the Contract Documents and in consideration of $ paid,
("Contractor") releases and waives for itself and it's subcontractors,
material-men, successors and assigns, all claims demands, damages, costs and expenses, whether in contract or in tort,
against the Board of County Commissioners of Collier County, Florida, relating in any way to the performance of the
Agreement between Contractor and Owner dated , 2010 for the period from
to , excluding all retainage withheld and any pending claims or
disputes as expressly specified as follows:
(2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for
labor, materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a
demand against any payment bond might be filed, have been fully satisfied and paid.
(3) To the maximum extent permitted by law, Contractor agrees to indemnify, defend and save harmless Owner from
all demands or suits, actions, claims of liens or other charges filed or asserted against the Owner arising out of the
performance by Contractor of the Work covered by this Release and Affidavit.
(4) This Release and Affidavit is given in connection-with Contractor's [monthlylfinal] Application for Payment No.
CONTRACTOR
BY:
ITS:
, President
DATE:
Witnesses
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of , 2010, by
, as of ' , a
corporation, on behalf of the corporation. He/she is personally known to me or has produced
as identification and did (did not) take an oath.
My Commission Expires:
(Signature of Notary)
NAME:
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of
Commissioner No.:
GC-CA-C-1
EXHIBIT D
FORM OF CONTRACT APPLICATION FOR PAYMENT
(County Project Manager)
(County Department)
Collier County Board of County Commissioners (the OWNER) or
Collier County Water-Sewer District (the OWNER)
FROM:
Bid No.
Project No.
Application Date
(Contractor's Representative) Payment Application No.
(Contractor's Name) for Work accomplished through the Date:
(Contractor's Address)
RE:
(Project Name)
Original Contract Time:
Revised Contract Time:
Retainage @ 10% thru[insert date] $
Retainage @ _% after [insert date] $
=
Percent Work completed to Date:
Percent Contract Time completed to Date
%
%
Liquidated Damages to be Accrued $
Original Contract Price: $
Total Change Orders to Date $
Revised Contract Amount $
Total value of Work Completed
and stored to Date $
Less Retainage $
Total Earned Less Retainage $
Less previous payment (s) $
AMOUNT DUE THIS
APPLICATION: $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments
received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in
full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment
numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed
in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims,
security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have
been paid for work which previous paymel]ts were issued and received from the OWNER and that current payment is now
due; and (4) CONTRACTOR has only included amounts in this Application for Payment properly due and owing and
CONTRACTOR has not included within the above referenced amount any claims for unauthorized or changed Work that
has not been properly approved by Owner in writing and in advance of such Work.
By CONTRACTOR: (Contractor's Name)
(Signature) DATE:
(Type Name & Title)
(shall be signed by a duly authorized representative of CONTRACTOR)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
By Design Professional:
(DP's Name)
(Signature) DATE:
(Type Name & Title)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved:
By OWNER'S Project Manager:
(Signature) DATE:
'(Type Name and Title)
GC-CA-D-1
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EXHIBIT E
CHANGE ORDER
TO:
Project Name:
Bid No.:
Change Order No.:
FROM: Collier County Government
Construction Agreement Dated:
Date:
Change Order Description
Original Agreement Amount ...........................................................$
Sum of previous Change Orders Amount .......................................$
This Change Order Amount ...........................................................$
Revised Agreement Amount........................................................... $
Original Contract Time in calendar days
Adjusted number of calendar days due to previous Change Orders
This Change Order adjusted time is
Revised Contract Time in calendar days
brfgiriarN.6fic(~do Proceed Date' . ... --
Completion date based on original Contract Time
Revised completion date
Contractor's acceptance of this Change Order shall constitute a modification to the Agreement
and will be performed subject to all the same terms and conditions as contained in the
Agreement, as if the same were repeated in this acceptance. The adjustments, if any, to the
Agreement shall constitute a full and final settlement of any and all claims of the Contractor
arising out of, or related to, the change set forth herein, including claims for impact and delay
costs.
Prepared by:
Date:
Project Manager
Recommended by:
Date:
Design Professional
Accepted by:
Date:
Contractor
Approved by:
Date:
Department Director
Authorized by:
Division Administrator
Date:
(For use by Owner: Fund
Numbe~ )
Cost Center:
Object Code:
Project
GC-CA-E-1
EXHIBIT F
CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No.
PROJECT:
Design Professional's Project No.
CONTRACTOR
Contract For
Contract Date
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the
following specified parts thereof:
To
OWNER
And
To
Substantial Completion is the state in the progress of the Work when the Work (or designated
portion) is sufficiently complete in accordance with the Contract Documents so that the Owner
can occupy or utilize the Work for its intended use. The Work to which this Certificate applies has
been inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN
PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the
requirements of the Contract Documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive,
and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all
the Work in accordance with the Contract Documents. The items in the tentative list shall be completed
or corrected by CONTRACTOR within days of the above date of Substantial Completion.
GC-CA-F-1
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance,
heat, utilities, insurance and warranties shall be as follows:
RESPONSIBILITIES:
OWNER:
CONTRACTOR
The following documents are attached to and made a part of this Certificate:
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR'S obligation to complete the Work in accordance with the
Contract Documents.
Executed by Design Professional on
,2010
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,2010
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on
,2010
OWNER
By:
Type Name and Title
GC-CA-F-2
Bid No.:
Contractor:
EXHIBIT G
FINAL PAYMENT CHECKLIST
Project No.:
Date:
,2010
The following items have been secured by the
for the Project known as
Original Contract Amount:
and have been reviewed and found to comply with the requirements of the Contract Documents.
Commencement Date:
Final Contract Amount:
Substantial Completion Time as set forth in the Agreement:
Actual Date of Substantial Completion:
Calendar Days.
Final Completion Time as set forth in the Agreement:
Actual Final Completion Date:
YES
NO
Calendar Days.
1. All Punch List items completed on
2. Warranties and Guarantees assigned to Owner (attach to this form).
3. Effective date of General one year warranty from Contractor is:
4. 2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form).
5. As-Built drawings obtained and dated:
6. Owner personnel trained on system and equipment operation.
7. Certificate of Occupancy No.:
issued on (attach to this form),
8. Certificate of Substantial Completion issued on
9. Final Payment Application and Affidavits received from Contractor on:
10. Consent of Surety received on
11. Operating Department personnel notified Project is in operating phase.
12. All Spare Parts or Special Tools provided to Owner:
13. Finished Floor Elevation Certificate provided to Owner:
14. Vendor Evaluation
15. Other:
If any of the above is not applicable, indicate by N/A If NO is checked for any of the above, attach
explanation.
Acknowledgments:
By Contractor:
(Company Name)
(Signature)
(Typed Name & Title)
GC-CA-G-1
By Design
Professional:
By Owner:
GC-CA-G-2
(Firm Name)
(Signature)
(Typed Name & Title)
(Department Name)
(Signature)
(Name & Title)
EXHIBIT H
GENERAL TERMS AND CONDITIONS
1. INTENT OF CONTRACT DOCUMENTS.
1.1 It is the intent of the Contract Documents to describe a functionally complete
Project (or portion thereof) to be constructed in accordance with the Contract
Documents. Any work, materials or equipment that may reasonably be inferred from
the Contract Documents as being required to produce the intended result shall be
supplied whether or not specifically called for. When words which have a well known
technical or trade meaning are used to describe work, materials or equipment, such
words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or
to the laws or regulations of any governmental authority having jurisdiction over the
Project, whether such reference be specific or by implication, shall mean the latest
standard specification, manual, code, law or regulation in effect at the time the Work is
performed, except as may be otherwise specifically stated herein.
1.2 If before or during the performance of the Work Contractor discovers a conflict,
error or discrepancy in the Contract Documents, Contractor immediately shall report
same to the. Project Manager in writing and before proceeding with the Work affected. .
thereby shall obtain a written interpretation or clarification from the Project Manager;
said interpretation or clarification from the Project Manager may require Contractor to
consult directly with Design Professional or some other third party, as directed by
Project Manager. Contractor shall take field measurements and verify field conditions
and shall carefully compare such field measurements and conditions and other
information known to Contractor with the Contract Documents before commencing any
portion of the Work.
1.3 Drawings are intended to show general arrangements, design and extent of Work
and are not intended to serve as shop drawings. Specifications are separated into
divisions for convenience of reference only and shall not be interpreted as establishing
divisions for the Work, trades, subcontracts, or extent of any part of the Work. In the
event of a discrepancy between or among the drawings, specifications or other Contract
Document provisions, Contractor shall be required to comply with the provision which is
the more restrictive or stringent requirement upon the Contractor, as determined by the
Project Manager. Unless otherwise specifically mentioned, all anchors, bolts, screws,
fittings, fillers, hardware, accessories, trim and other parts required in connection with
any portion of the Work to make a complete, serviceable, finished and first quality
installation shall be furnished and installed as part of the Work, whether or not called for
by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1 Subject to Section 2.3 below, Contractor shaH have the sole responsibility of
satisfying itself concerning the nature and location of the Work and the general and
local conditions, and particularly, but without limitation, with respect to the following:
GC-CA-H-1
those affecting transportation, access, disposal, handling and storage of materials;
availability and quality of labor; water and electric power; availability and condition of
roads; work area; living facilities; climatic conditions and seasons; physical conditions at
the work-site and the project area as a whole; topography and ground surface
conditions; nature and quantity of the surface materials to be encountered; subsurface
conditions; equipment and facilities needed preliminary to and during performance of
the Work; and all other costs associated with such performance. The failure of
Contractor to acquaint itself with any applicable conditions shall not relieve Contractor
from any of its responsibilities to perform under the Contract Documents, nor shall it be
considered the basis for any claim for additional time or compensation.
2.2 Contractor shall locate all existing roadways, railways, drainage facilities and
utility services above, upon, or under the Project site, said roadways, railways, drainage
facilities and utilities being referred to in this Sub-Section 2.2 as the II Uti Iities".
Contractor shall contact the owners of all Utilities to determine the necessity for
relocating or temporarily interrupting any Utilities during the construction of the Project.
Contractor shall schedule and coordinate its Work around any such relocation or
temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The
Contractor is responsible for coordinating all other utility work so as to not interfere with
- - the' prosecution of.the' Work (except those' utilities- to be' coordinated by the- Owner- as
may be expressly described elsewhere in the Contract Documents).
2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions
are encountered at the Project site which are (i) subsurface or otherwise concealed
physical conditions which differ materially from those indicated in the Contract
Documents or (ii) unknown physical conditions of an unusual nature, which differ
materially from those ordinarily found to exist and generally recognized as inherent in
construction activities of the character provided for in the Contract Documents, and
which reasonably should not have been discovered by Contractor as part of its scope of
site investigative services required pursuant to the terms of the Contract Documents,
then Contractor shall provide Owner with prompt written notice thereof before conditions
are disturbed and in no event later than three (3) calendar days after first observance of
such conditions. Owner and Design Professional shall promptly investigate such
conditions and, if they differ materially and cause an increase or decrease in
Contractor's cost of, or time required for, performance of any part of the Work, Owner
will acknowledge and agree to an equitable adjustment to Contractor's compensation or
time for performance, or both, for such Work. If Owner determines that the conditions at
the site are not materially different from those indicated in the Contract Documents or,
not of an unusual nature or should have been discovered by Contractor as part of its
investigative services, and that no change in the terms of the Agreement is justified,
Owner shall so notify Contractor in writing, stating its reasons. Claims by Contractor in
opposition to such determination by Owner must be made within seven (7) calendar
days after Contractor's receipt of Owner's written determination notice. If Owner and
Contractor cannot agree on an adjustment to Contractor's cost or time of performance,
the dispute resolution procedure set forth in the Contract Documents shall be complied
with by the parties.
GC-CA-H-2
3. SCHEDULE.
3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award,
shall prepare and submit to Project Manager, for their review and approval, a progress
schedule for the Project (herein "Progress Schedule"). The Progress Schedule shall
relate to all Work required by the Contract Documents, and shall utilize the Critical Path
method of scheduling and shall provide for expeditious and practicable execution of the
Work within the Contract Time. The Progress Schedule shall indicate the dates for
starting and completing the various stages of the Work.
3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly
updates to the Progress Schedule shall be subject to the Project Manager's review and
approval. Contractor shall submit the updates to the Progress Schedule with its
monthly Applications for Payment noted below. The Project Manager's review and
approval of the submitted Progress Schedule updates shall be a condition precedent to
the Owner's obligation to pay Contractor.
3.3 All work under this Agreement shall be performed in accordance with the
requirements of all Collier County Noise Ordinances then in effect. Unless otherwise
specified, work will generally be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday
. through Saturday.- - No work shall. be performed .outside-the, specified hours, without the.
prior approval of the Project Manager.
4. PROGRESS PAYMENTS.
4.1 Prior to submitting its first monthly Application for Payment, Contractor shall
submit to Project Manager, for their review and approval, a schedule of values based
upon the Contract Price, listing the major elements of the Work and the dollar value for
each element. After its approval by the Project Manager, this schedule of values shall
be used as the basis for the Contractor's monthly Applications for Payment. This
schedule shall be updated and submitted each month along with a completed copy of
the Application for Payment form signed by the Contractor's authorized representative
and attached to the Agreement as Exhibit D.
4.2 Prior to submitting its first monthly Application for Payment, Contractor shall
provide to the Project Manager the list of its Subcontractors and materialmen submitted
with its Bid showing the work and materials involved and the dollar amount of each
subcontract and purchase order. Contractor acknowledges and agrees that any
modifications to the list of Subcontractors submitted with Contractor's Bid and any
subsequently identified Subcontractors are subject to Owner's prior written approval.
The first Application for Payment shall be submitted no earlier than thirty (30) days after
the Commencement Date. Notwithstanding anything herein to the contrary, if approved
by Owner in its sole discretion, Contractor may submit its invoice for any required
Payment and Performance Bonds prior to the first Application of Payment provided that
Contractor has furnished Owner certified copies of the receipts evidencing the premium
paid by Contractor for the bonds.
GC-CA-H-3
4.3 Unless expressly approved by Owner in advance and in writing, said approval at
Owner's sole discretion, Owner is not required to make any payment for materials or
equipment that have not been incorporated into the Project. If payment is requested on
the basis of materials and equipment not incorporated into the Project, but delivered
and suitably stored at the site or at another location, and such payment and storage
have been agreed to by Owner in writing, the Application for Payment also shall be
accompanied by a bill of sale, invoice or other documentation warranting that the Owner
has received the materials and equipment free and clear of all liens, charges, security
interests and encumbrances, together with evidence that the materials and equipment
are covered by appropriate property insurance and other arrangements to protect
Owner's interest therein, all of which shall be subject to the Owner's satisfaction.
Thereafter, with each Application for Payment, Contractor also shall complete and
submit to Owner as part of its Application for Payment, the Stored Materials Record
attached hereto and made a part hereof as Exhibit 0-3.
4.4 Contractor shall submit four (4) copies of its monthly Application for Payment to
the Project Manager or his or her designee, as directed by Owner (which designee may
include the Design Professional). After the date of each Application for Payment is
stamped as received and within the timeframes set forth in Section 218.735 F.S., the
Project Manager, or Design Professional, shall either: (1) Indicate its approval of the
requested-payment;-(2} indicate-its 'approval-of only'a portion of-the requested payment,' ... -p u_ -' .. - .
stating in writing its reasons therefore; or (3) return the Application for Payment to the
Contractor indicating, in writing, the reason for refusing to approve payment. Payments
of proper invoices in the amounts approved shall be processed and paid in accordance
with Section 218.735, F.S. and the administrative procedures established by the
County's Purchasing Department and the Clerk of Court's Finance Department
respectively.
In the event of a total denial by Owner and return of the Application for Payment by the
Project Manager, the Contractor may make the necessary corrections and re-submit the
Application for Payment. The Owner shall, within ten (10) business days after the
Application for Payment is stamped and received and after Project Manager approval of
an Application for Payment, pay the Contractor the amounts so approved.
4.5 Owner shall retain ten percent (10%) of the gross amount of each monthly
payment request or ten percent (10%) of the portion thereof approved by the Project
Manager for payment, whichever is less. Such sum shall be accumulated and not
released to Contractor until final payment is due unless otherwise agreed to by the
Owner in accordance with Florida Statute 255.078. The Project Manager shall have the
discretion to establish, in writing, a schedule to periodically reduce the percentage of
cumulative retainage held through out the course of the Project schedule. Owner shall
reduce the amount of the retainage withheld on each payment request subsequent to
fifty percent (50%) completion subject to the guidelines set forth in Florida Statute
255.078 and as set forth in the Owner's Purchasing Policy.
4.6 Monthly payments to Contractor shall in no way imply approval or acceptance of
Contractor's Work.
GC-CA-H-4
4.7 Each Application for Payment, subsequent to the first pay application, shall be
accompanied by a Release and Affidavit, in the form attached as Exhibit C,
acknowledging Contractor's receipt of payment in full for all materials, labor, equipment
and other bills that are then due and payable by Owner with respect to the current
Application for Payment. Further, to the extent directed by Owner and in Owner's sole
discretion, Contractor shall also submit a Release and Affidavit from each
Subcontractor, sub-subcontractor, or supplier in the form attached as Exhibit C
acknowledging that each Subcontractor, sub-subcontractor or supplier has been paid in
full through the previous month's Application for Payment. The Owner shall not be
required to make payment until and unless these affidavits are furnished by Contractor.
4.8 Contractor agrees and understands that funding limitations exist and that the
expenditure of funds must be spread over the duration of the Project at regular intervals
based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting
its first monthly Application for Payment, Contractor shall prepare and submit for Project
Manager's review and approval, a detailed Project Funding Schedule, which shall be
updated as necessary and approved by Owner to reflect approved adjustments to the
Contract Amount and Contract Time. No voluntary acceleration or early completion of
the Work shall modify the time of payments to Contractor as set forth in the approved
Project Funding Schedule.
4.9 Notwithstanding anything in the Contract Documents to the contrary, Contractor
acknowledges and agrees that in the event of a dispute concerning payments for Work
performed under this Agreement, Contractor shall continue to perform the Work
required of it under this Agreement pending resolution of the dispute provided that
Owner continues to pay Contractor all amounts that Owner does not dispute are due
and payable.
4.10 Payments will be made for services furnished, delivered, and accepted, upon
receipt and approval of invoices submitted on the date of services or within six (6)
months after completion of contract. Any untimely submission of invoices beyond the
specified deadline period is subject to non-payment under the legal doctrine of "laches"
as untimely submitted. Time shall be deemed of the essence with respect to the timely
submission of invoices under this agreement.
5. PAYMENTS WITHHELD.
5.1 The Project Manager may decline to approve any Application for Payment, or
portions thereof, because of subsequently discovered evidence or subsequent
inspections that reveal non-compliance with the Contract Documents. The Project
Manager may nullify the whole or any part of any approval for payment previously
issued and Owner may withhold any payments otherwise due Contractor under this
Agreement or any other agreement between Owner and Contractor, to such extent as
may be necessary in the Owner's opinion to protect it from loss because of:
(a) defective Work not remedied; (b) third party claims filed or reasonable evidence
indicating probable filing of such claims; (c) failure of Contractor to make payment
GC-CA-H-5
properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt
that the Work can be completed for the unpaid balance of the Contract Amount; (e)
reasonable indication that the Work will not be completed within the Contract Time; (f)
unsatisfactory prosecution of the Work by the Contractor; or (g) any other material
breach of the Contract Documents by Contractor.
5.2 If any conditions described in 5.1. are not remedied or removed, Owner may,
after three (3) days written notice, rectify the same at Contractor's expense. Provided,
however, in the event of an emergency, Owner shall not be required to provide
Contractor any written notice prior to rectifying the situation at Contractor's expense.
Owner also may offset against any sums due Contractor the amount of any liquidated or
non-liquidated obligations of Contractor to Owner, whether relating to or arising out of
this Agreement or any other agreement between Contractor and Owner.
6. FINAL PAYMENT.
6.1 Owner shall make final payment to Contractor in accordance with Section
218.735, F.S. and the administrative procedures established by the County's
Purchasing Department and the Clerk of Court's Finance Department after the Work is
finally inspected and accepted by Project Manager as set forth with Section 20.1 herein,
provjded. that ,Gontractor. first)- and as an explicit-condition precedent. to the accrual of-. ,.
Contractor's right to final payment, shall have furnished Owner with a properly executed
and notarized copy of the Release and Affidavit attached as Exhibit C, as well as, a duly
executed copy of the Surety's consent to final payment and such other documentation
that may be required by the Contract Documents and the Owner. Prior to release of
final payment and final retainage, the Contractor's Representative and the Project
Manager shall jointly complete the Final Payment Checklist, a representative copy of
which is attached to this Agreement as Exhibit G.
6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and
all claims by Contractor against Owner arising out of this Agreement or otherwise
relating to the Project, except those previously made in writing in accordance with the
requirements of the Contract Documents and identified by Contractor as unsettled in its
final Application for Payment. Neither the acceptance of the Work nor payment by
Owner shall be deemed to be a waiver of Owner's right to enforce any obligations of
Contractor hereunder or to the recovery of damages for defective Work not discovered
by the Design Professional or Project Manager at the time of final inspection.
7 . SUBMITTALS AND SUBSTITUTIONS.
7.1 Contractor shall carefully examine the Contract Documents for all requirements
for approval of materials to be submitted such as shop drawings, data, test results,
schedules and samples. Contractor shall submit all such materials at its own expense
and in such form as required by the Contract Documents in sufficient time to prevent
any delay in the delivery of such materials and the installation thereof.
GC-CA-H-6
7.2 Whenever materials or equipment are specified or described in the Contract
Documents by using the name of a proprietary item or the name of a particular supplier,
the naming of the item is intended to establish the type, function and quality required.
Unless the name is followed by words indicating that no substitution is permitted,
materials or equipment of other suppliers may be accepted by Owner if sufficient
information is submitted by Contractor to allow the Owner to determine that the material
or equipment proposed is equivalent or equal to that named. Requests for review of
substitute items of material and equipment will not be accepted by Owner from anyone
other than Contractor and all such requests must be submitted by Contractor to Project
Manager within thirty (30) calendar days after Notice of Award is received by
Contractor, unless otherwise mutually agreed in writing by Owner and Contractor.
7.3 If Contractor wishes to furnish or use a substitute item of material or equipment,
Contractor shall make application to the Project Manager for acceptance thereof,
certifying that the proposed substitute shall adequately perform the functions and
achieve the results called for by the general design, be similar and of equal substance
to that specified and be suited to the same use as that specified. The application shall
state that the evaluation and acceptance of the proposed substitute will not prejudice
Contractor's achievement of substantial completion on time, whether or not acceptance
of the substitute for use in the Work will require a change in any of the Contract
, Documents '(or- in the . provisions of 'any. other 'd irect contract with Owner for the Project) .... -,
to adapt the design to the proposed substitute and whether or not incorporation or use
by the substitute in connection with the Work is subject to payment of any license fee or
royalty. All variations of the proposed substitute from that specified will be identified in
the application and available maintenance, repair and replacement service shall be
indicated. The application also shall contain an itemized estimate of all costs that will
result directly or indirectly from acceptance of such substitute, including costs for
redesign and claims of other contractors affected by the resulting change, all of which
shall be considered by the Project Manager in evaluating the proposed substitute. The
Project Manager may require Contractor to furnish at Contractor's expense additional
data about the proposed substitute.
7.4 If a specific means, method, technique, sequence or procedure of construction is
indicated in or required by the Contract Documents, Contractor may furnish or utilize a
substitute means, method, sequence, technique or procedure of construction
acceptable to the Project Manager, if Contractor submits sufficient information to allow
the Project Manager to determine that the substitute proposed is equivalent to that
indicated or required by the Contract Documents. The procedures for submission to
and review by the Project Manager shall be the same as those provided herein for
substitute materials and equipment.
7.5 The Project Manager shall be allowed a reasonable time within which to evaluate
each proposed substitute and, if need be, to consult with the Design Professional. No
substitute will be ordered, installed or utilized without the Project Manager's prior written
acceptance which shall be evidenced by a Change Order, a Work Directive Change, a
Field Order or an approved Shop Drawing. The Owner may require Contractor to
furnish at Contractor's expense a special performance guarantee or other surety with
GC-CA-H-7
respect to any substitute. The Project Manager will record time required by the Project
Manager and the Project Manager's consultants in evaluating substitutions proposed by
Contractor and making changes in the Contract Documents occasioned thereby.
Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse
Owner for the charges of the Design Professional and the Design Professional's
consultants for evaluating each proposed substitute.
8. DAILY REPORTS, AS-BUlL TS AND MEETINGS.
8.1 Unless waived in writing by Owner, Contractor shall complete and submit to
Project Manager on a weekly basis a daily log of the Contractor's work for the preceding
week in a format approved by the Project Manager. The daily log shall document all
activities of Contractor at the Project site including, but not limited to, the following:
8.1.1 Weather conditions showing the high and low temperatures during
work hours, the amount of precipitation received on the Project site, and any other
weather conditions which adversely affect the Work;
8.1.2 Soil conditions which adversely affect the Work;
J3,.,t3. u ..,..The .. !1qW~ ,()f operatt9.n., JJ.Y ..Gol}tra~t()r's. .and$ub-Contractor's
personnel;
8.1.4 The number of Contractor's and Sub-Contractor's personnel present
and working at the Project site, by subcontract and trade;
8.1.5 All equipment present at the Project site, description of equipment use
and designation of time equipment was used (specifically indicating any down time);
8.1.6 Description of Work being performed at the Project site;
8.1.7 Any unusual or special occurrences at the Project site;
8.1.8 Materials received at the Project site;
8.1.9 A list of all visitors to the Project
8.1.10 Any problems that might impact either the cost or quality of the Work or
the time of performance.
The daily log shall not constitute nor take the place of any notice required to be given by
Contractor to Owner pursuant to the Contract Documents.
8.2 Contractor shall maintain in a safe place at the Project site one record copy of
the Contract Documents, including, but not limited to, all drawings, specifications,
addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as
well as all written interpretations and clarifications issued by the Design Professional', in
good order and annotated to show all changes made during construction. The
GC-CA-H-8
annotated drawings shall be continuously updated by the Contractor throughout the
prosecution of the Work to accurately reflect all field changes that are made to adapt the
Work to field conditions, changes resulting from Change Orders, Work Directive
Changes and Field Orders, and all concealed and buried installations of piping, conduit
and utility services. All buried and concealed items, both inside and outside the Project
site, shall be accurately located on the annotated drawings as to depth and in
relationship to not less than two (2) permanent features (e.g. interior or exterior wall
faces). The annotated drawings shall be clean and all changes, corrections and
dimensions shall be given in a neat and legible manner in a contrasting color. The
"As-Built" record documents, together with all approved samples and a counterpart of all
approved shop drawings shall be available to the Project Manager or Design
Professional for reference. Upon completion of the Work and as a condition precedent
to Contractor's entitlement to final payment, these "As-Built" record documents, samples
and shop drawings shall be delivered to Project Manager by Contractor for Owner.
8.3 Contractor shall keep all records and supporting documentation which concern or
relate to the Work hereunder for a minimum of five (5) years from the date of
termination of this Agreement or the date the Project is completed or such longer period
as may be required by law, whichever is later. Owner, or any duly authorized agents or
representatives of Owner, shall have the right to audit, inspect and copy all such
-records-and documentation as often -as they deem necessary during the 'period of this
Agreement and during the document retention period noted above; provided, however,
such activity shall be conducted only during normal business hours.
9. CONTRACT TIME AND TIME EXTENSIONS.
9.1 Contractor shall diligently pursue the completion of the Work and coordinate the
Work being done on the Project by its subcontractors and material-men, as well as
coordinating its Work with all work of others at the Project Site, so that its Work or the
work of others shall not be delayed or impaired by any act or omission by Contractor. '
Contractor shall be solely responsible for all construction means, methods, techniques,
sequences, and procedures, as well as coordination of all portions of the Work under
the Contract Documents, and the coordination of Owner's suppliers and contractors as
set forth in Paragraph 12.2. herein.
9.2 Should Contractor be obstructed or delayed in the prosecution of or completion
of the Work as a result of unforeseeable causes beyond the control of Contractor, and
not due to its fault or neglect, including but not restricted to acts of Nature or of the
public enemy, acts of government, fires, floods, epidemics, quarantine regulation,
strikes or lockouts, Contractor shall notify the Owner in writing within forty-eight (48)
hours after the commencement of such delay, stating the cause or causes thereof, or be
deemed to have waived any right which Contractor meW have had to request a time
extension.
9.3 No interruption, interference, inefficiency, suspension or delay in the
commencement or progress of the Work from any cause whatever, including those for
which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty
GC-CA-H-9
to perform or give rise to any right to damages or additional compensation from Owner.
Contractor expressly acknowledges and agrees that it shall receive no damages for
delay. Contractor's sole remedy, if any, against Owner will be the right to seek an
extension to the Contract Time; provided, however, the granting of any such time
extension shall not be a condition precedent to the aforementioned "No Damage For
Delay" provision. This paragraph shall expressly 'apply to claims for early completion,
as well as to claims based on late completion.
9.4 In no event shall any approval by Owner authorizing Contractor to continue
performing Work under this Agreement or any payment issued by Owner to Contractor
be deemed a waiver of any right or claim Owner may have against Contractor for delay
damages hereunder.
10. CHANGES IN THE WORK.
10.1 Owner shall have the right at any time during the progress of the Work to
increase or decrease the Work. Promptly after being notified of a change, Contractor
shall submit an itemized estimate of any cost or time increases or savings it foresees as
a result of the change. Except in an emergency endangering life or property, or as
expressly set forth herein, no addition or changes to the Work shall be made except
upon written order of Owner, andOwner..shal!--not..be, liable to..the,Contractor .for. any.
increased compensation without such written order. No officer, employee or agent of
Owner is authorized to direct any extra or changed work orally. Any alleged changes
must be approved by Owner in writing prior to starting such items. Owner will not be
responsible for the costs of any changes commenced without Owner's express prior
written approval. Failure to obtain such prior written approval for any changes will be
deemed: (i) a waiver of any claim by Contractor for such items and (ii) an admission by
Contractor that such items are in fact not a change but rather are part of the Work
required of Contractor hereunder.
10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be
issued and executed promptly after an agreement is reached between Contractor and
Owner concerning the requested changes. Contractor shall promptly perform changes
authorized by duly executed Change Orders. The Contract Amount and Contract Time
shall be adjusted in the Change Order in the manner as Owner and Contractor shall
mutually agree.
10.3 If Owner and Contractor are unable to agree on a Change Order for the
requested change, Contractor shall, nevertheless, promptly perform the change as
directed by Owner in a written Work Directive Change. In that event, the Contract
Amount and Contract Time shall be adjusted as directed by Owner. If Contractor
disagrees with the Owner's adjustment determination, Contractor must make a claim
pursuant to Section 11 of these General Conditions or else be deemed to have waived
any claim on this matter it might otherwise have had.
10.4 In the event a requested change results in an increase to the Contract Amount,
the amount of the increase shall be limited to the Contractor's reasonable direct labor
GC-CA-H-10
and material costs and reasonable actual equipment costs as a result of the change
(including allowance for labor burden costs) plus a maximum ten percent (10%) markup
for all overhead and profit. In the event such change Work is performed by a
Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all
Subcontractors' and sub-subcontractors' direct labor and material costs and actual
equipment costs shall be permitted, with a maximum five percent (5%) markup thereon
by the Contractor for all of its overhead and profit, for a total maximum markup of fifteen
percent (15%). All compensation due Contractor and any Subcontractor or
sub-subcontractor for field and home office overhead is included in the markups noted
above. Contractor's and Sub-Contractor's bond costs associated with any change order
shall be included in the overhead and profit expenses and shall not be paid as a
separate line item. No markup shall be placed on sales tax, shipping or subcontractor
markup.
10.5 Owner shall have the right to conduct an audit of Contractor's books and records
to verify the accuracy of the Contractor's claim with respect to Contractor's costs
associated with any Change Order or Work Directive Change.
10.6 The Project Manager shall have authority to order minor changes in the Work not
involving an adjustment to the Contract Amount or an extension to the Contract Time
... --- - "- -- -- and Ret incon-s-istent-with--the intentof-the-ContractDoouments~' Such changes'-may be---..
effected by Field Order or by other written order. Such changes shall be binding on the
Contractor.
10.7 Any modifications to this Contract shall be in compliance with the County
Purchasing Policy and Administrative Procedures in effect at the time such
modifications are authorized.
11. CLAIMS AND DISPUTES.
11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or
interpretation of the terms of the Contract Documents, payment of money, extension of
time or other relief with respect to the terms of the Contract Documents. The term
"Claim" also includes other disputes and matters in question between Owner and
Contractor arising out of or relating to the Contract Documents. The responsibility to
substantiate a Claim shall rest with the party making the Claim.
11.2 Claims by the Contractor shall be made in writing to the Project Manager within
forty-eight (48) hours from when the Contractor knew or should have known of the event
giving rise to such Claim or else the Contractor shall be deemed to have waived the
Claim. Written supporting data shall be submitted to the Project Manager within fifteen
(15) calendar days after the occurrence of the event, unless the Owner grants additional
time in writing, or else the Contractor shall be deemed to have waived the Claim. All
Claims shall be priced in accordance with the provisions of Subsection 10.4.
11.3 The Contractor shall proceed diligently with its performance as directed by the
Owner, regardless of any pending Claim, action, suit or administrative proceeding,
GC-CA-H-11
unless otherwise agreed to by the Owner in writing. Owner shall continue to make
payments in accordance with the Contract Documents during the pendency of any
Claim.
12. OTHER WORK.
12.1 Owner may perform other work related to the Project at the site by Owner's own
forces, have other work performed by utility owners or let other direct contracts. If the
fact that such other work is to be performed is not noted in the Contract Documents,
written notice thereof will be given to Contractor prior to starting any such other work. If
Contractor believes that such performance will involve additional expense to Contractor
or require additional time, Contractor shall send written notice of that fact to Owner and
Design Professional within forty-eight (48) hours of being notified of the other work. If
the Contractor fails to send the above required forty-eight (48) hour notice, the
Contractor will be deemed to have waived any rights it otherwise may have had to seek
an extension to the Contract Time or adjustment to the Contract Amount.
12.2 Contractor shall afford each utility owner and other contractor who is a party to
such a direct contract (or Owner, if Owner is performing the additional work with
Owner's employees) proper and safe access to the site and a reasonable opportunity
. .,......, ..for, the. introduction and storage. of-materials. and ,equipment-and-the execution ofsuch'H .. .
work and shall properly connect and coordinate its Work with theirs. Contractor shall do
all cutting, fitting and patching of the Work that may be required to make its several
parts come together properly and integrate with such other work. Contractor shall not
endanger any work of others by cutting, excavating or otherwise altering their work and
will only cut or alter their work with the written consent of the Project Manager and the
others whose work will be affected. The duties and responsibilities of Contractor under
this paragraph are for the benefit of such utility owners and other Contractors to the
extent that there are comparable provisions for the benefit of Contractor in said direct
contracts between Owner and such utility owners and other contractors.
12.3 If any part of Contractor's Work depends for proper execution or results upon the
work of any other contractor or utility owner (or Owner), Contractor shall inspect and
promptly report to Project Manager in writing any delays, defects or deficiencies in such
work that render it unavailable or unsuitable for such proper execution and results.
Contractor's failure to report will constitute an acceptance of the other work as fit and
proper for integration with Contractor's Work.
13. INDEMNIFICATION AND INSURANCE.
13.1 To the maximum extent permitted by Florida law, Contractor shall indemnify and
hold harmless Owner and its officers and employees from any and all liabilities, claims,
damages, penalties, demands, judgments, actions, proceedings, losses or costs,
including, but not limited to, reasonable attorneys' fees and paralegals' fees, whether
resulting from any claimed breach of this Agreement by Contractor or from personal
injury, property damage, direct or consequential damages, or economic loss, to the
. extent caused by the negligence, recklessness, or intentional wrongful misconduct of
GC-CA-H-12
Contractor or anyone employed or utilized by the Contractor in the performance of this
Agreement.
13.2 The duty to defend under this Article 13 is independent and separate from the
duty to indemnify, and the duty to defend exists regardless of any ultimate liability of the
Contractor, Owner and any indemnified party. The duty to defend arises immediately
upon presentation of a claim by any party and written notice of such claim being
provided to Contractor. Contractor's obligation to indemnify and defend under this
Article 13 will survive the expiration or earlier termination of this Agreement until it is
determined by final judgment that an action against the Owner or an indemnified party
for the matter indemnified hereunder is fully and finally barred by the applicable statute
of limitations.
13.3 Contractor shall obtain and carry, at all times during its performance under the
Contract Documents, insurance of the types and in the amounts set forth in Exhibit B to
the Agreement. Further, the Contractor shall at all times comply with all of the terms,
conditions, requirements and obligations set forth under Exhibit B.
14. COMPLIANCE WITH LAWS.
. __.1.4..,1 ...G.o_ot(actor .agre,e.s.1Q. comply,_aUts.own.exp,ense.. with, all.fe.deral, J;tate.andJ.ocal
laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the
Project, including but not limited to those dealing with taxation, worker's compensation,
equal employment and safety (including, but not limited to, the Trench Safety Act,
Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are
at variance therewith, it shall promptly notify Project Manager in writing. To the extent
any law, rule, regulation, code, statute, or ordinance requires the inclusion of certain
terms in this Agreement in order for this Agreement to be enforceable, such terms shall
be deemed included in this Agreement. Notwithstanding anything in the Contract
Documents to the contrary, it is understood and agreed that in the event of a change in
any applicable laws, ordinances, rules or regulations subsequent to the date this
Agreement was executed that increases the Contractor's time or cost of performance of
the Work, Contractor is entitled to a Change Order for such increases, except to the
extent Contractor knew or should have known of such changes prior to the date of this
Agreement.
14.2 By executing and entering into this agreement, the Contractor is formally
acknowledging without exception or stipulation that it is fully responsible for complying
with the provisions of the Immigration Reform and Control Act of 1986 as located at 8
U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended.
Failure by the Contractor to comply with the laws referenced herein shall constitute a
breach of this agreement and the County shall have the discretion to unilaterally
terminate this agreement immediately.
14.3 Statutes and executive orders require employers to abide by the immigration laws
of the United States and to employ only individuals who are eligible to work in the
United States.
GC-CA-H-13
The E-Verify program, operated by the Department of Homeland Security (DHS) in
partnership with the Social Security Administration (SSA) , provides an Internet-based
means of verifying employment eligibility of workers in the United States; it is not a
substitute for any other employment eligibility verification requirements. The program
will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals
(RFP) including professional services and construction.
Exceptions to the program:
· Commodity based procurement where no services are provided.
. Where the requirement for the affidavit is waived by the Board of County
Commissioners
Vendors are required to enroll in the E-Verify program prior to award of contract by the
Board of County Commissioners. Additionally, vendors shall require all subcontracted
vendors to use the E-Verify system for all purchases not covered under the "Exceptions
to the program" clause above.
Vendors must provide evidence of their enrollment in the E-Verify system. Evidence
consists of a copy of the properly completed E-Verify Company Profile page or a copy
. . of the fully executed-E:Verity Memorandum of Understanding for the company. '
Vendors are also required to provide the Collier County Purchasing Department an
executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is
attached to the solicitation documents. If the BidderNendor does not comply, they may
be deemed non-responsive.
For additional information regarding the Employment Eligibility Verification System (E-
Verify) program visit the following website: http://www.dhs.qov/E-Verifv. It shall be the
vendor's responsibility to familiarize themselves with all rules and regulations governing
this program.
Vendor acknowledges, and without exception or stipulation, any firm(s) receiving an
award shall be fully responsible for complying with the provisions of the Immigration
Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations'
relating thereto, as either may be amended and with the provisions contained within this
affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or
the provisions of this affidavit shall constitute a breach of the award agreement and the
County shall have the discretion to unilaterally terminate said agreement immediately.
15. CLEANUP AND PROTECTIONS.
15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish
and waste materials arising out of the Work. At the completion of the Work, Contractor
shall remove all debris, rubbish and waste materials from and about the Project site, as
GC-CA-H-14
well as all tools, appliances, construction equipment and machinery and surplus
materials, and shall leave the Project site clean and ready for occupancy by Owner.
15.2 Any existing surface or subsurface improvements, including, but not limited to,
pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery,
not indicated in the Contract Documents to be removed or altered, shall be protected by
Contractor from damage during the prosecution of the Work. Subject to the Section 2.3
above, any such improvements so damaged shall be restored by Contractor to the
condition equal to that existing at the time of Contractor's commencement of the Work.
16. ASSIGNMENT.
16.1 Contractor shall not assign this Agreement or any part thereof, without the prior
consent in writing of Owner. Any attempt to assign or otherwise transfer this Agreement,
or any part herein, without the Owner's consent, shall be void. If Contractor does, with
approval, assign this Agreement or any part thereof, it shall require that its assignee be
bound to it and to assume toward Contractor all of the obligations and responsibilities
that Contractor has assumed toward Owner.
17. PERMITS, LICENSES AND TAXES.
- . - .
17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits
and fees, including license fees, permit- fees, impact fees or inspection fees applicable
to the Work through an internal budget transfer(s). Contractor is not responsible for
paying for permits issued by Collier County, but Contractor is responsible for acquiring
all permits. Owner may require the Contractor to deliver internal budget transfer
documents to applicable Collier County agencies when the Contractor is acquiring
permits.
17.2 All permits, fees and licenses necessary for the prosecution of the Work which
are not issued by Collier County shall be acquired and paid for by the Contractor.
17.3 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work.
18. TERMINATION FOR DEFAULT.
18.1 Contractor shall be considered in material default of the Agreement and such
default shall be considered cause for Owner to terminate the Agreement, in whole or in
part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under
the Contract Documents within the time specified herein; or (2) fails to properly and
timely perform the Work as directed by the Project Manager or as provided for in the
approved Progress Schedule; or (3) performs the Work unsuitably or neglects or
refuses to remove materials or to correct or replace such Work as may be rejected as
unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails
to resume Work which has been suspended within a reasonable time after being
notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act
GC-CA-H-15
of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more
than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to
obey any applicable codes, laws, ordinances, rules or regulations with respect to the
Work; or (10) materially breaches any other provision of the Contract Documents.
18.2 Owner shall notify Contractor in writing of Contractor's default(s). If Owner
determines that Contractor has not remedied and cured the default(s) within seven (7)
calendar days following receipt by Contractor of said written notice or such longer
period of time as may be consented to by Owner in writing and in its sole discretion,
then Owner, at its option, without releasing or waiving its rights and remedies against
the Contractor's sureties and without prejudice to any other right or remedy it may be
entitled to hereunder or by law, may terminate Contractor's right to proceed under the
Agreement, in whole or in part, and take possession of all or any portion of the Work
and any materials, tools, equipment, and appliances of Contractor, take assignments of
any of Contractor's subcontracts and purchase orders, and complete all or any portion
of Contractor's Work by whatever means, method or agency which Owner, in its sole
discretion, may choose.
18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that
it shall not be entitled to receive any further payments hereunder until after the Project is
completed.- All -moneys expended .and all of the costs, losses, damages and extra
expenses, including all management, administrative and other overhead and other
direct and indirect expenses (including Design Professional and attorneys' fees) or
damages incurred by Owner incident to such completion, shall be deducted from the
Contract Amount, and if such expenditures exceed the unpaid balance of the Contract
Amount, Contractor agrees to pay promptly to Owner on demand the full amount of
such excess, including costs of collection, attorneys' fees (including appeals) and
interest thereon at the maximum legal rate of interest until paid. If the unpaid balance of
the Contract Amount exceeds all such costs, expenditures and damages incurred by the
Owner to complete the Work, such excess shall be paid to the Contractor. The amount
to be paid to the Contractor or Owner, as the case may be, shall be approved by the
Project Manager, upon application, and this obligation for payment shall survive
termination of the Agreement.
18.4 The liability of Contractor hereunder shall extend to and include the full amount of
any and all sums paid, expenses and losses incurred, damages sustained, and
obligations assumed by Owner in good faith under the belief that such payments or
assumptions were necessary or required, in completing the Work and providing labor,
materials, equipment, supplies, and other items therefor or re-Ietting the Work, and in
settlement, discharge or compromise of any claims, demands, suits, and judgments
pertaining to or arising out of the Work hereunder.
18.5 If, after notice of termination of Contractor's right to proceed pursuant to this
Section, it is determined for any reason that Contractor was not in default, or that its
default was excusable, or that Owner is not entitled to the remedies against Contractor
provided herein, then the termination will be deemed a termination for convenience and
GC-CA-H-16
Contractor's remedies against Owner shall be the same as and limited to those afforded
Contractor under Section 19 below.
18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within
thirty (30) days after such payment is due or Owner otherwise persistently fails to fulfill
some material obligation owed by Owner to Contractor under this Agreement, and
(ii) Owner has failed to cure such default within fourteen (14) days of receiving written
notice of same from Contractor, then Contractor may stop its performance under this
Agreement until such default is cured, after giving Owner a second fourteen (14) days
written notice of Contractor's intention to stop performance under the Agreement. If the
Work is so stopped for a period of one hundred and twenty (120) consecutive days
through no act or fault of the Contractor or its Subcontractors or their agents or
employees or any other persons performing portions of the Work under contract with the
Contractor or any Subcontractor, the Contractor may terminate this Agreement by giving
written notice to Owner of Contractor's intent to terminate this Agreement. If Owner
does not cure its default within fourteen (14) days after receipt of Contractor's written
notice, Contractor may, upon fourteen (14) additional days' written notice to the Owner,
terminate the Agreement and recover from the Owner payment for Work performed
through the'termination date, but in no event shall Contractor be entitled to payment for
Work not performed or any other damages from Owner.
19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1 Owner shall have the right to terminate this Agreement without cause upon
seven (7) calendar days written notice to Contractor. In the event of such termination
for convenience, Contractor's recovery against Owner shall be limited to that portion of
the Contract Amount earned through the date of termination, together with any
retainage withheld and reasonable termination expenses incurred, but Contractor shall
not be entitled to any other or further recovery against Owner, including, but not limited
to, damages or any anticipated profit on portions of the Work not performed.
19.2 Owner shall have the right to suspend all or any portions of the Work upon giving
Contractor not less than two (2) calendar days' prior written notice of such suspension.
If all or any portion of the Work is so suspended, Contractor's sole and exclusive
remedy shall be to seek an extension of time to its schedule in accordance with the
procedures set forth in the Contract Documents. In no event shall the Contractor be
entitled to any additional compensation or damages. Provided, however, if the ordered
suspension exceeds six (6) months, the Contractor shall have the right to terminate the
Agreement with respect to that portion of the Work which is subject to the ordered
suspension.
20. COMPLETION.
20.1 When the entire Work (or any portion thereof designated in writing by Owner) is
ready for its intended use, Contractor shall notify Project Manager in writing that the
entire Work (or such designated portion) is substantially complete. Within a reasonable
time thereafter, Owner, Contractor and Design Professional shall make an inspection of
GC-CA~H-17
the Work (or designated portion thereof) to determine the status of completion. If
Owner, after conferring with the Design Professional, does not consider the Work (or
designated portion) substantially complete, Project Manager shall notify Contractor in
writing giving the reasons therefor. If Owner, after conferring with the Design
Professional, considers the Work (or designated portion) substantially complete, Project
Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion
which shall fix the date of Substantial Completion for the entire Work (or designated
portion thereof) and include a tentative punch-list of items to be completed or corrected
by Contractor before final payment. Owner shall have the right to exclude Contractor
from the Work and Project site (or designated portion thereof) after the date of
Substantial Completion, but Owner shall allow Contractor reasonable' access to
complete or correct items on the tentative punch-list.
20.2 Upon receipt of written certification by Contractor that the Work is completed in
accordance with the Contract Documents and is ready for final inspection and
acceptance, Project Manager and Design Professional will make such inspection and, if
they find the Work acceptable and fully performed under the Contract Documents shall
promptly issue a final Certificate for Payment, recommending that, on the basis of their
observations and inspections, and the Contractor's certification that the Work has been
completed in accordance with the terms and conditions of the Contract Documents, that
. , .theentiie balance-found to.be duepContiactoris due and payable. -Neither the-final'
payment nor the retainage shall become due and payable until Contractor submits:
(1) Receipt of Contractor's Final Application for Payment.
(2) The Release and Affidavit in the form attached as Exhibit C.
(3) Consent of surety to final payment.
(4) Receipt of the final payment check list.
(5) If required by Owner, other data establishing payment or satisfaction of all
obligations, such as receipts, releases and waivers of liens, arising out of
the Contract Documents, to the extent and in such form as may be
designated by Owner.
Owner reserves the right to inspect the Work and make an independent determination
as to the Work's acceptability, even though the Design Professional may have issued its
recommendations. Unless and until the Owner is completely satisfied, neither the final
payment nor the retainage shall become due and payable.
21. WARRANTY.
21.1 Contractor shall obtain and assign to Owner all express warranties given to
Contractor or any subcontractors by any subcontractor or materialmen supplying
materials, equipment or fixtures to be incorporated into the Project. Contractor warrants
to Owner that any materials and equipment furnished under the Contract Documents
shall be new unless otherwise specified, and that all Work shall be of good quality, free
from all defects and in conformance with the Contract Documents. Contractor further
warrants to Owner that all materials and equipment furnished under the Contract
Documents shall be applied, installed, connected, erected, used, cleaned and
GC-CA-H-18
conditioned in accordance with the instructions of the applicable manufacturers,
fabricators, suppliers or processors except as otherwise provided for in the Contract
Documents. If, within one (1) year after Substantial Completion, any Work is found to
be defective or not in conformance with the Contract Documents, Contractor shall
correct it promptly after receipt of written notice from Owner. Contractor shall also be
responsible for and pay for replacement or repair of adjacent materials or Work which
may be damaged as a result of such replacement or repair. Further, in the event of an
emergency, Owner may commence to correct any defective Work, without prior notice
to Contractor, at Contractor's expense. These warranties are in addition to those
implied warranties to which Owner is entitled as a matter of law.
21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or
another representative of the Owner, shall conduct an inspection of the warranted work
to verify compliance with the requirements of the Agreement. The Contractor's
Representative shall be present at the time of inspection and shall take remedial actions
to correct any deficiencies noted in the inspection. Failure of the Contractor to correct
the cited deficiencies shall be grounds for the Owner to disqualify the Contractor from
future bid opportunities with the Owner, in addition to any other rights and remedies
available to Owner.
.22.- .,TESTS.AND INSPECTIONS." .
22.1 Owner, Design Professional, their respective representatives, agents and
employees, and governmental agencies with jurisdiction over the Project shall have
access at all times to the Work, whether the Work is being performed on or off of the
Project site, for their observation, inspection and testing. Contractor shall provide
proper, safe conditions for such access. Contractor shall provide Project Manager with
timely notice of readiness of the Work for all required inspections, tests or approvals.
22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of
any public authority having jurisdiction over the Project requires any portion of the Work
to be specifically inspected, tested or approved, Contractor shall assume full
responsibility therefore, pay all costs in connection therewith and furnish Project
Manager the required certificates of inspection, testing or approval. All inspections,
tests or approvals shall be performed in a manner and by organizations acceptable to
the Project Manager.
22.3 Contractor is responsible, without reimbursement from Owner, for re-inspection
fees and costs; to the extent such re-inspections are due to the fault or neglect of
Contractor.
22.4 If any Work that is to be inspected, tested or approved is covered without written
concurrence from the Project Manager, such work must, if requested by Project
Manager, be uncovered for observation. Such uncovering shall be at Contractor's
expense unless Contractor has given Project Manager timely notice of Contractor's
intention to cover the same and Project Manager has not acted with reasonable
promptness to respond to such notice. If any Work is covered contrary to written
GC-CA-H-19
directions from Project Manager, such Work must, if requested by Project Manager, be
uncovered for Project Manager's observation and be replaced at Contractor's sole
expense.
22.5 The Owner shall charge to Contractor and may deduct from any payments due
Contractor all engineering and inspection expenses incurred by Owner in connection
with any overtime work. Such overtime work consisting of any work during the
construction period beyond the regular eight (8) hour day and for any work performed
on Saturday, Sunday or holidays.
22.6 Neither observations nor other actions by the Project Manager or Design
Professional nor inspections, tests or approvals by others shall relieve Contractor from
Contractor's obligations to perform the Work in accordance with the Contract
Documents.
23. DEFECTIVE WORK.
23.1 Work not conforming to the requirements of the Contract Documents or any
warranties made or assigned by Contractor to Owner shall be deemed defective Work.
If required by Project Manager, Contractor shall as directed, either correct all defective
, Work,. whetber. .OLn.ot. fa.bricated, ,installed ,OL completed, or iLtbe defective, Work has
been rejected by Project Manager, remove it from the site and replace it with non-
defective Work. Contractor shall bear all direct, indirect and consequential costs of
such correction or removal (including, but not limited to fees and charges of engineers,
architects. attorneys and other professionals) made necessary thereby, and shall hold
Owner harmless for same.
23.2 If the Project Manager considers it necessary or advisable that covered Work be
observed by Design Professional or inspected or tested by others and such Work is not
otherwise required to be inspected or tested, Contractor, at Project Manager's request,
shall uncover, expose or otherwise make available for observation, inspection or tests
as Project Manager may require, that portion of the Work in question, furnishing all
necessary labor, material and equipment. If it is found that such Work is defective,
Contractor shall bear all direct, indirect and consequential costs of such uncovering,
exposure, observation, inspection and testing and of satisfactory reconstruction
(including. but not limited to, fees and charges of engineers, architects, attorneys and
other professionals), and Owner shall be entitled to an appropriate decrease in the
Contract Amount. If, however, such Work is not found to be defective, Contractor shall
be allowed an increase in the Contract Amount and/or an extension to the Contract
Time, directly attributable to such uncovering, exposure, observation, inspection, testing
and reconstruction.
23.3 If any portion of the Work is defective. or if Contractor fails to supply sufficient
skilled workers, suitable materials or equipment or fails to finish or perform the Work in
such a way that the completed Work will conform to the Contract Documents, Project
Manager may order Contractor to stop the Work, or any portion thereof, until the cause
for such order has been eliminated. . The right of Project Manager to stop the Work
GC-CA-H-20
shall be exercised, if at all, solely for Owner's benefit and nothing herein shall be
construed as obligating the Project Manager to exercise this right for the benefit of
Design Engineer, Contractor, or any other person.
23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest
to accept defective Work, the Owner may do so. Contractor shall bear all direct, indirect
and consequential costs attributable to the Owner's evaluation of and determination to
accept defective Work. If such determination is rendered prior to final payment, a
Change Order shall be executed evidencing such acceptance of such defective Work,
incorporating the necessary revisions in the Contract Documents and reflecting an
appropriate decrease in the Contract Amount. If the Owner accepts such defective
Work after final payment, Contractor shall promptly pay Owner an appropriate amount
to adequately compensate Owner for its acceptance of the defective Work.
23.5 If Contractor fails, within a reasonable time after the written notice from Project
Manager, to correct defective Work or to remove and replace rejected defective Work
as required by Project Manager or Owner, or if Contractor fails to perform the Work in
accordance with the Contract Documents, or if Contractor fails to comply with any of the
provisions of the Contract Documents, Owner may, after seven (7) days written notice
to Contractor, correct-and remedy any such deficiency. Provided, however,' Owner shall .
not be required to give notice to Contractor in the event of an emergency. To the extent
necessary to complete corrective and remedial action, Owner may exclude Contractor
from any or all of the Project site, take possession of all or any part of the Work, and
suspend Contractor's services related thereto, take possession of Contractor's tools,
appliances, construction equipment and machinery at the Project site and incorporate in
the Work all materials and equipment stored at the Project site or for which Owner has
paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Design
Professional and their respective representatives, agents, and employees such access
to the Project site as may be necessary to enable Owner to exercise the rights and
remedies under this paragraph. All direct, indirect and consequential costs of Owner in
exercising such rights and remedies shall be charged against Contractor, and a Change
Order shall be issued, incorporating the necessary revisions to the Contract Documents,
including an appropriate decrease to the Contract Amount. Such direct, indirect and
consequential costs shall include, but not be limited to, fees and charges of engineers,
architects, attorneys and other professionals, all court costs and all costs of repair and
replacement of work of others destroyed or damaged by correction, removal or
replacement of Contractor's defective Work. Contractor shall not be allowed an
extension of the Contract Time because of any delay in performance of the Work
attributable to the exercise by Owner of Owner's rights and remedies hereunder.
24. SUPERVISION AND SUPERINTENDENTS.
24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control
the Work competently and efficiently, devoting such attention thereto and applying such
skills and expertise as may be necessary to perform the Work in accordance with the
Contract Documents. Contractor shall be responsible to see that the finished Work
GC-CA-H-21
complies accurately with the Contract Documents. Contractor shall keep on the Work at
all times during its progress a competent resident superintendent, who shall be subject
to Owner's approval and not be replaced without prior written notice to Project Manager
except under extraordinary circumstances. The superintendent shall be employed by
the Contractor and be the Contractor's representative at the Project site and shall have
authority to act on behalf of Contractor. All communications given to the superintendent
shall be as binding as if given to the Contractor. Owner shall have the right to direct
Contractor to remove and replace its Project superintendent, with or without cause.
Attached to the Agreement as Exhibit N is a list identifying Contractor's Project
Superintendent and all of Contractor's key personnel who are assigned to the Project;
such identified personnel shall not be removed without Owner's prior written approval,
and if so removed must be immediately replaced with a person acceptable to Owner.
24.2 Contractor shall have a competent superintendent on the project at all times
whenever contractor's work crews, or work crews of other parties authorized by the
Project Manager are engaged in any activity whatsoever associated with the Project.
Should the Contractor fail to comply with the above condition, the Project Manager
shall, at his discretion, deduct from the Contractor's monthly pay estimate, sufficient
moneys to account for the Owner's loss of adequate project supervision, not as a
penalty, but as liquidated damages, separate from the liquidated damages described in
Section 5.B, for services not rendered. ...
25. PROTECTION OF WORK.
25.1 Contractor shall fully protect the Work from loss or damage and shall bear the
cost of any such loss or damage until final payment has been made. If Contractor or
anyone for whom Contractor is legally liable for is responsible for any loss or damage
to the Work, or other work or materials of Owner or Owner's separate contractors,
Contractor shall be charged with the same, and any moneys necessary to replace such
loss or damage shall be deducted from any amounts due Contractor.
25.2 Contractor shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall Contractor subject any part of the
Work or adjacent property to stresses or pressures that will endanger it.
25.3 Contractor shall not disturb any benchmark established by the Owner or Design
Professional with respect to the Project. If Contractor, or its subcontractors, agents or
anyone for whom Contractor is legally liable, disturbs the Owner or Design
Professional's benchmarks, Contractor shall immediately notify Project Manager and
Design Professional. The Owner or Design Professional shall re-establish the
benchmarks and Contractor shall be liable for all costs incurred by Owner associated
therewith.
26. EMERGENCIES.
26.1 In the event of an emergency affecting the safety or protection of persons or the
Work or property at the Project site or adjacent thereto, Contractor, without special
GC-CA-H-22
instruction or authorization from Owner or Design Professional is obligated to act to
prevent threatened damage, injury or loss. Contractor shall give Project Manager
written notice within forty-eight (48) hours after Contractor knew or should have known
of the occurrence of the emergency, if Contractor believes that any significant changes
in the Work or variations from the Contract Documents have been caused thereby. If
the Project Manager determines that a change in the Contract Documents is required
because of the action taken in response to an emergency, a Change Order shall be
issued to document the consequences of the changes or variations. If Contractor fails
to provide the forty-eight (48) hour written notice noted above, the Contractor shall be
deemed to have waived any right it otherwise may have had to seek an adjustment to
the Contract Amount or an extension to the Contract Time.
27. USE OF PREMISES.
27.1 Contractor shall maintain all construction equipment, the storage of materials and
equipment and the operations of workers to the Project site and land and areas
identified in and permitted by the Contract Documents and other lands and areas
permitted by law, rights of way, permits and easements, and shall not unreasonably
encumber the Project site with construction equipment or other material or equipment.
Contractor shall assume full responsibility for any damage to any such land or area, or
... ,..- " ,to the owner or oceupant thereof,. or any-land or-areas contiguolls,thereto, resulting from
the performance of the Work.
28. SAFETY.
28.1 Contractor shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. Contractor shall take all
necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
28.1.1 All employees on or about the project site and other persons and/or
organizations who may be affected thereby;
28.1.2 All the Work and materials and equipment to be incorporated therein,
whether in storage on or off the Project site; and
28.1.3 Other property on Project site or adjacent thereto, including trees,
shrubs, walks, pavements, roadways, structures, utilities and any underground
structures or improvements not designated for removal, relocation or replacement in the
Contract Documents.
28.2 Contractor shall comply with all applicable codes, laws, ordinances, rules and
regulations of any public body having jurisdiction for the safety of persons or property or
to protect them from damage, injury or loss. Contractor shall erect and maintain all
necessary safeguards for such safety and protection. Contractor shall notify owners of
adjacent property and of underground structures and improvements and utility owners
when prosecution of the Work may affect them, and shall cooperate with them in the
protection, removal, relocation or replacement of their property. Contractor's duties and
GC-CA-H-23
responsibilities for the safety and protection of the Work shall continue until such time
as the Work is completed and final acceptance of same by Owner has occurred.
All new electrical installations shall incorporate NFPA 70E Short Circuit Protective
Device Coordination and Arc Flash Studies where relevant as determined by the
engineer.
All electrical installations shall be labeled with appropriate NFPA 70E arch flash
boundary and PPE Protective labels.
28.3. Contractor shall designate a responsible representative located on a full time
basis at the Project site whose duty shall be the prevention of accidents. This person
shall be Contractor's superintendent unless otherwise designated in writing by
Contractor to Owner.
28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner
property. All employees of Contractor, as well as those of all subcontractors and those
of any other person or entity for whom Contractor is legally liable (collectively referred to
herein as "Employees"), shall not possess or be under the influence of any such
substances while on any Owner property. Further, Employees shall not bring on to any
Owner property any gun, rifle or other firearm, or explosives of any kind.
28.5 Contractor acknowledges that the Work may be progressing on a Project site
which is located upon or adjacent to an existing Owner facility. In such event,
Contractor shall comply with the following:
28.5.1
All Owner facilities are smoke free. Smoking is strictly prohibited;
28.5.2 All Employees shall be provided an identification badge by
Contractor. Such identification badge must be prominently displayed on the outside of
the Employees' clothing at all times. All Employees working at the Project site must log
in and out with the Contractor each day;
28.5.3 Contractor shall strictly limit its operations to the designated work
areas and shall not permit any Employees to enter any other portions of Owner's
property without Owner's expressed prior written consent;
28.5.4 All Employees are prohibited from distributing any papers or other
materials upon Owner's property, and are strictly prohibited from using any of Owner's
telephones or other office equipment;
28.5.5 All Employees shall at all times comply with the OSHA regulations
with respect to dress and conduct at the Project site. Further, all Employees shall
comply with the dress, conduct and facility regulations issued by Owner's officials
onsite, as said regulations may be changed from time to time;
GC-CA-H-24
28.5.6 All Employees shall enter and leave Owner's facilities only through
the ingress and egress points identified in the site utilization plan approved by Owner or
as otherwise designated, from time to time, by Owner in writing;
28.5.7 When requested, Contractor shall cooperate with any ongoing
Owner investigation involving personal injury, economic loss or damage to Owner's
facilities or personal property therein;
28.5.8 The Employees may not solicit, distribute or sell products while on
Owner's property. Friends, family members or other visitors of the Employees are not
permitted on Owner's property; and
28.5.9 At all times, Contractor shall adhere to Owner's safety and security
regulations, and shall comply with all security requirements at Owner's facilities, as said
regulations and requirements may be modified or changed by Owner from time to time.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre-construction
conference with the Project Manager, Design Professional and others as appropriate to
'discuss.,the-'Progress'Schedule, procedures' for 'handling shopdrawings'and'other
submittals, and for processing Applications for Payment, and to establish a working
understanding among the parties as to the Work. During the prosecution of the Work,
the Contractor shall attend any and all meetings convened by the Project Manager with
respect to the Project, when directed to do so by Project Manager or Design
Professional. The Contractor shall have its subcontractors and suppliers attend all such
meetings (including the pre-construction conference) as may be directed by the Project
Manager.
30. VENDOR PERFORMANCE EVALUATION
Owner has implemented a Vendor Performance Evaluation System for all contracts
awarded in excess of $25,000. To this end, vendors will be evaluated on their
performance upon completion/termination of this Agreement.
31. MAINTENANCE OF TRAFFIC POLICY
For all projects that are conducted within a Collier County Right-of-Way, the Contractor
shall provide and erect Traffic Control Devices .as prescribed in the current edition of the
Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local
roadways and as prescribed in the Florida Department of Transportations Design
Standards (DS), where applicable on state roadways. These projects shall also comply
with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by
reference. Copies are available through Risk Management and/or Purchasing
Departments, and is available on-line at colliergov.netlpurchasing.
GC-CA-H-25
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD,
FDOT Roadway & Traffic Design Standards Indexes, or other related documents, so to
become familiar with their requirements. Strict adherence to the requirements of the
Maintenance of Traffic ("MOT") policy will be enforced under this Contract.
All costs associated with the Maintenance of Traffic shall be included on the line item on
the bid page.
If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of
Award.
32. SALES TAX SAVINGS AND DIRECT PURCHASE
32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work. No markup shall be applied to sales tax. Additionally, as directed by Owner and
at no additional cost to Owner, Contractor shall comply with and fully implement the
sales tax savings program with respect to the Work, as set forth in section 32.2 below:
32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from
sal~~ ta~ ancf l1l~y wi~h.to g~n~rat~!?al~sJ~)~(,_s_a'!Jng~JC?r ,tbe. ~rojl?ct, Owner. r~~e,ryes .
the right to make direct purchases of various construction materials and equipment
included in the Work ("Direct Purchase"). Contractor shall prepare purchase orders to
vendors selected by Contractor, for execution by Owner, on forms provided by Owner.
Contractor shall allow two weeks for execution of all such purchase orders by Owner.
Contractor represents and warrants that it will use its best efforts to cooperate with
Owner in implementing this sales tax savings program in order to maximize cost
savings for the Project. Adjustments to the Contract Amount will be made by
appropriate Change Orders for the amounts of each Owner Direct Purchase, plus the
saved sales taxes. A Change Order shall be processed promptly after each Direct
Purchase, or group of similar or related Direct Purchases, unless otherwise mutually
agreed upon between Owner and Contractor. With respect to all Direct Purchases by
Owner, Contractor shall remain responsible for coordinating, ordering, inspecting,
accepting delivery, storing, handling, installing, warranting and quality control for all
Direct Purchases. Notwithstanding anything herein to the contrary, Contractor
expressly acknowledges and agrees that all Direct Purchases shall be included within
and covered by Contractor's warranty to Owner to the same extent as all other
warranties provided by Contractor pursuant to the terms of the Contract Documents. In
the event Owner makes a demand against Contractor with respect to any Direct
Purchase and Contractor wishes to make claim against the manufacturer or supplier of
such Direct Purchase, upon request Jrom Contractor Owner shall assign to Contractor
any and all warranties and Contract rights Owner may have from any manufacturer or
supplier of any such Direct Purchase by Owner.
32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for
sale tax under Chapter 212, Florida Statutes, and for its responsibilities for Federal
excise taxes.
GC-CA-H-26
33. SUBCONTRACTS
33.1 Contractor shall review the design and shall determine how it desires to divide
the sequence of construction activities. Contractor will determine the breakdown and
composition of bid packages for award of subcontracts, based on the current Project
Milestone Schedule, and shall supply a copy of that breakdown and composition to
Owner and Design Professional for their review and approval prior to submitting its first
Application for Payment. Contractor shall take into consideration such factors as
natural and practical lines of severability, sequencing effectiveness, access and
availability constraints, total time for completion, construction market conditions,
availability of labor and materials, community relations and any other factors pertinent to
saving time and costs.
33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying
or providing any portion of the Work pursuant to a contract with Contractor. Contractor
shall be solely responsible for and have control over the Subcontractors. Contractor
shall negotiate all Change Orders, Work Directive Changes, Field Orders and Requests
for Proposal, with all affected Subcontractors and shall review the costs of those
proposals and advise Owner and Design Professional of their validity and
reasonableness, acting in Owner's best interest, prior to requesting approval of any
.- ChangeOrder-f-FOm Owner.- All Subcontractors. performing any portion,of-theWOFk-on'---h..'
this Project must be "qualified" as defined in Collier County Ordinance 87-25, meaning a
person or entity that has the capability in all respects to perform fully the Agreement
requirements with respect to its portion of the Work and has the integrity and reliability
to assure good faith performance.
33.3 In addition to those Subcontractors identified in Contractor's bid that were
approved by Owner, Contractor also shall identify any other Subcontractors, including
their addresses, licensing information and phone numbers, it intends to utilize for the
Project prior to entering into any subcontract or purchase order and prior to the
Subcontractor commencing any work on the Project. The list identifying each
Subcontractor cannot be modified, changed, or amended without prior written approval
from Owner. Any and all Subcontractor work to be self-performed by Contractor must
be approved in writing by Owner in its sole discretion prior to commencement of such
work. Contractor shall continuously update that Subcontractor list, so that it remains
current and accurate throughout the entire performance of the Work.
33.4 Contractor shall not enter into a subcontract or purchase order with any
Subcontractor, if Owner reasonably objects to that Subcontractor. Contractor shall not
be required to contract with anyone it reasonably objects to. Contractor shall keep on
file a copy of the license for every Subcontractor and sub-subcontractor performing any
portion of the Work, as well as maintain a log of all such licenses. All subcontracts and
purchase orders between Contractor and its Subcontractors shall be in writing and are
subject to Owner's approval. Further, unless expressly waived in writing by Owner, all
subcontracts and purchase orders shall (1) require each Subcontractor to be bound to
Contractor to the same extent Contractor is bound to Owner by the terms of the
Contract Documents, as those terms may apply to the portion of the Work to be
GC-CA-H-27
performed by the Subcontractor, (2) provide for the assignment of the subcontract or
purchase order from Contractor to Owner at the election of Owner upon termination of
Contractor, (3) provide that Owner will be an additional indemnified party of the
subcontract or purchase order, (4) provide that Owner, Collier County Government, will
be an additional insured on all liability insurance policies required to be provided by the
Subcontractor except workman's compensation and business automobile policies, (5)
assign all warranties directly to Owner, and (6) identify Owner as an intended third-party
beneficiary of the subcontract or purchase order. Contractor shall make available to
each proposed Subcontractor, prior to the execution of the subcontract, copies of the
Contract Documents to which the Subcontractor will be bound. Each Subcontractor
shall similarly make copies of such documents available to its sub-subcontractors.
33.5 Each Subcontractor performing work at the Project Site must agree to provide
field (on-site) supervision through a named superintendent for each trade (e.g., general
concrete forming and placement, masonry, mechanical, plumbing, electrical and
roofing) included in its subcontract or purchase order. In addition, the Subcontractor
shall assign and name a qualified employee for scheduling direction for its portion of the
Work. The supervisory employees of the Subcontractor (including field superintendent,
foreman and schedulers at all levels) must have been employed in a supervisory
(leadership) capacity of substantially equivalent level on a similar project for at least two
years within the -lasHive years: - The8ubcontractor'shalHnclude -a resume of experience
for each employee identified by it to supervise and schedule its work.
33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and
purchase orders shall provide:
33.6.1 That the Subcontractor's exclusive remedy for delays in the
performance of the subcontract or purchase order caused by events beyond its control,
including delays claimed to be caused by Owner or Design Professional or attributable
to Owner or Design Professional and including claims based on breach of contract or
negligence, shall be an extension of its contract time.
33.6.2 In the event of a change in the work, the Subcontractor's claim for
adjustments in the contract sum are limited exclusively to its actual costs for such
changes plus no more than 10% for overhead and profit.
33.6.3 The subcontract or purchase order, as applicable, shall require the
Subcontractor to expressly agree that the foregoing constitute its sole and exclusive
remedies for delays and changes in the Work and thus eliminate any other remedies for
claim for increase in the contract price, damages, losses or additional compensation.
Further, Contractor shall require all Subcontractors to similarly incorporate the terms of
this Section 33.6 into their sub-subcontracts and purchase orders.
33.6.4 Each subcontract and purchase order shall require that any claims by
Subcontractor for delay or additional cost must be submitted to Contractor within the
time and in the manner in which Contractor must submit such claims to Owner, and that
GC-CA-H-28
failure to comply with such conditions for giving notice and submitting claims shall result
in the waiver of such claims.
34. CONSTRUCTION SERVICES
34.1 Contractor shall maintain at the Project site, originals or copies of,
on a current basis, all Project files and records, including, but not limited. to, the following
administrative records:
34.1.1
34.1.2
34.1.3
34. 1.4
34.1.5
34.1.6
34.1.7
34.1.8
34.1.9
34.1.10
,---34A.-11 -.-
34.1.12
34.1.13
34.1.14
34.1.15
34.1.16
34.1.17
34.1.18
34.1.19
34.1.20
34.1.21
34.1.22
34.1.23
34.1.24
34.1.25
34.1.26
34.1.27
34.1.28
34.1.29
34.1.30
34.1.31
34.1.32
Subcontracts and Purchase Orders
Subcontractor Licenses
Shop Drawing Submittal/Approval Logs
Equipment Purchase/Delivery Logs
Contract Drawings and Specifications with Addenda
Warranties and Guarantees
Cost Accounting Records
Labor Costs
Material Costs
Equipment Costs
Cost Proposal Request.. .. -.. ',_u__ __u,_,_.
Payment Request Records
Meeting Minutes
Cost-Estimates
Bulletin Quotations
Lab Test Reports
Insurance Certificates and Bonds
Contract Changes
Permits
Material Purchase Delivery Logs
Technical Standards
Design Handbooks
"As-Built" Marked Prints
Operating & Maintenance Instruction
Daily Progress Reports
Monthly Progress Reports
Correspondence Files
Transmittal Records
Inspection Reports
Punch Lists
PM IS Schedule and Updates
Suspense (Tickler) Files of Outstanding
Requirements
The Project files and records shall be available at all times to Owner and Design
Professional or their designees for reference, review or copying.
GC-CA-H-29
34.2 Contractor Presentations
At the discretion of the County, the Contractor may be required to provide a brief update
on the Project to the Collier County Board of County Commissioners, "Board", up to two
(2) times per contract term. Presentations shall be made in a properly advertised Public
Meeting on a schedule to be determined by the County Manager or his designee. Prior
to the scheduled presentation date, the Contractor shall meet with appropriate County
staff to discuss the presentation requirements and format. Presentations may include,
but not be limited to, the following information: Original contract amount, project
schedule, project completion date and any changes to the aforementioned since Notice
to Proceed was issued.
35. SECURITY
If required, Contractor shall be responsible for the costs of providing background checks
and drug testing for all employees that shall provide services to the County under this
Agreement. This may include, but not be limited to, checking federal, state and local
law enforcement records, including a state and FBI fingerprint check, credit reports,
education, residence and employment verifications and other related records.
Consultant shall be required to maintain records on each employee and make them
available to the County for at least four (4) years.
36. VENUE
Any suit or action brought by either party to this Agreement against the other party
relating to or arising out of this Agreement must be brought in the appropriate federal or
state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction
on all such matters.
37. VALUE ENGINEERING
All projects with an estimated cost of $10 million or more shall be reviewed for
consideration of a Value Engineering (VE) study conducted during project development.
A "project" shall be defined as the collective contracts, which may include but not be
limited to: design, construction, and construction, engineering and inspection (CEI)
services. Additionally, any project with an estimated construction value of $2 million or
more may be reviewed for VE at the discretion of the County.
38. ABOVEGROUND/UNDERGROUND TANKS
An underground 62-761, Florida Administrative Code (F.A.C.) or aboveground 62-762,
F.A.C. regulated tank requires notification to the 'County' prior to installation or closure
of the tank. The Pollution Control Department (239-252-2502), via contract GC-690
with the Florida Department of Environmental Protection (FDEP), is the County (local
program) for the purposes of these rules.
GC-CA-H-30
Regulated tanks require notification to the 'county'local program thirty (30) days prior to
installation and again forty-eight (48) hours prior to commencement of the installation.
Closure activities require a ten (10) day notification and then a forty-eight (48) hour
notification prior to commencement. The notification is to allow for scheduling of the
inspections pertaining to the installation/closure activities. A series of inspections will
be scheduled based upon system design after discussing the project with the
contractor/project manager. Specifics on applicability, exemptions, and requirements
for regulated pollutant storage tank systems can be found in 62-761, F.A.C. and 62-762,
F.A.C. or you may contact the Pollution Control Department with your questions.
Please note that equipment must be listed on the FDEP approved equipment list and
will be verified at inspection along with installation and testing procedures. The
approved equipment list is constantly updated and can be found at the FDEP Storage
Tank Regulation website along with rules, forms and other applicable information.
39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR,
EMPLOYEES.
The Contractor shall employ people to work on Owner's projects who are neat,
clean, well-groomed and courteous. Subject to the Americans with Disabilities Act,
Contractor shall supply competent employees who are physically capable of
performing their empioyment duties. The Owner may require the Contractor to
remove an employee it deems careless, incompetent, insubordinate or otherwise
objectionable and whose continued employment on Owner's projects is not in the
best interest of the County.
GC-CA-H-31
EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
1. The Notice to Proceed will be issued only after the following documentation has
been submitted to Owner:
a. Complete contractual documents, including payment and performance
bonds and insurance certificate;
b. Progress schedule, which shall utilize the Critical Path method of
scheduling and Microsoft Project;
c. Submittal schedule;
d. Draw (funding) Schedule, which shall consist of a monthly projection of
the value of the work to be completed and materials stored for the entire
duration of the project;
e. Safety Program/Risk Management Program;
f. Quality Assurance/Quality Control Program; and
g. Security Plan
2. The CPM Schedule and Draw Schedule shall be updated monthly and
submitted with each Contractor Application for Payment. If both items are not
submitted with Application for Payment, that payment will be withheld until
both items are received and accepted by the Owner and Engineer.
3. All engineering site plans and drawings referencing a specific geographic area
must be submitted in an AutoCad 14 or later format drawn in the Florida State
Plane East (US Feet) Coordinate System. The drawings should either
reference specific established Survey monumentation, such as Certified
Section Corners (Half or Quarter Sections are also acceptable), or be derived
from the RTK(Real-Time Kinematic) GPS Network as provided by the Collier County
Transportation Division.
4. The County may, at its discretion, use VISNMASTER card credit network as a
payment vehicle for goods and/or services purchased as a part of this contract.
GC-CA-I-1
EXHIBIT J
TECHNICAL SPECIFICATIONS
Please see separate file on attached disk
GC-CA-M-1
EXHIBIT K
PERMITS
Permits are being held at County for GC to pick up
GC-CA-K-1
EXHIBIT L
STANDARD DETAILS
Please see separate file on attached disk
GC-CA-M-1
EXHIBIT M
PLANS AND SPECIFICATIONS
Please see separate file on attached disk
GC-CA-M-1
DIVISION 16000 - INDEX
NCRWTP High Service Pump
VFD Replacement Phase-I
General Provisions
16015 Electrical Reference Symbols
16020 Work Included
16025 Codes, Fees, & Standards
16035 Acceptance Testing
16040 Identification
16050 Special Requirements
Basic Materials & Methods
16110 Raceways and Conduits
16120 Wires and Cables
16130 Outlet boxes
16134 Panelboards
16140 Wiring Devices
16160 Walk-in Electrical Enclosure
16170 Disconnects
16165 Variable Frequency Drives
16190 Supporting Devices
16501 Lighting Fixtures
16850 PLC/HMI Controls Integration
INDEX-1Collier County Utilities
July 26, 2010
NCRWTP High Service Pump VFD Replacement
SECTION 16015
ELECTRICAL REFERENCE SYMBOLS
1.01 SYMBOLS
A. In general the symbols used on the drawings conform to the Standard Symbols of
the Institute of Electrical and Electronic Engineers with the exception of special
systems or agencies as hereinafter noted or as shown in schedules or legends.
1.02 ABBREVIATION
A. The following abbreviations or initials are used.
A/C Air Conditioning
A.C. Alternating Current
AFF Above Finished Floor
AFG Above Finished grade
AHU Air Handler Unit
AIC Amps interrupting Capacity
AL Aluminum
AMP Ampere
ANSI American National Standards Institute
ASA American Standards Association
ATS Automatic Transfer Switch
AUX Auxiliary
AWG American Wire Gauge
b.c. Bare Copper
BIL Basic Impulse Level
BKR Breaker
o
C Degrees Centigrade
CAB Cabinet
C. Conduit or Conductor
C.B. Circuit Breaker
CBM Certified Ballast Manufacturers
CFM Cubic Feet per Minute
CKT. Circuit
Clg. Ceiling
COND. Conductor
Conn. Connection
CPU Central Processing Unit
CRT Cathode Ray Terminal
CSP Closed Standpipe (Sprinkler)
CSTC Communications System Terminal Cabinet
C.T. Current Transformer
CU. Copper
C.W. Cold Water
D.C. Direct Current
Deg. Degree
Disc. Disconnect
D.O. Draw Out
DN. Down
DPST Double Pole Single Throw
E.C. Electrical Contractor
Collier County Utilities
July 26, 2010 16015-1
NCRWTP High Service Pump VFD Replacement
EEPTS Elevator Emergency Power Transfer Switch
EMT Electric Metallic Tubing
E.O. Electrically Operated
ESIC Elevator/Systems Interface Cabinet
o
F Degrees Fahrenheit
FLA Full Load Amperes
FM Factory Mutual
FPS Feet per Second
FT. Feet
FZ Fire Protection Zone (Sprinkler)
GFI Ground Fault Interrupting
gnd. Ground
Horiz. Horizontal
hp. Horsepower
hr. Hour
I/C Intercom
ICU Intensive Care Unit
IEEE Institute of Electrical and Electronic Engineers
IES Illuminating Engineering Society
IMC Intermediate Metallic Conduit
in. Inches
IPCEA Insulated Power Cable Engineers Association
J.B. Junction Box
KV Kilovolt
KVA Kilo-Volt-Amps
KW Kilowatts
LBS Pounds
LED Light Emitting Diode
lt. Light
ltg. Lighting
max. Maximum
MCB Main Circuit Breaker
MCP Motor Circuit Protector
MIC Microphone
min. Minimum
M.L.O. Main Lugs Only
MPH Miles Per Hour
MTD Mounted
MUX Multiplex (Transponder) Panel
MVA Mega Volt Amps
N. Neutral
NEC National Electric Code
NECA National Electrical Contractors Association
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
NIC. Not in Contract
NF Non Fused
No. Number
O/ Phase
O.L. Overload
OLS Overloads
OSHA Occupational Safety and Health Act
OS&Y Outside Screw and Yoke (Sprinkler)
Collier County Utilities
July 26, 2010 16015-2
NCRWTP High Service Pump VFD Replacement
P. Pole
PB Pullbox
Ph. Phase
PNL Panel
PR Pair
PWR Power
PF Power Factor
Pri. Primary
psi Pounds Per Square Inch
P.T. Potential Transformer
PVC Polyvinyl Chloride
RMS Root-Means-Square
RPM Revolutions Per Minute
Recept. Receptacle
RSTC Radio/Sound Terminal Cabinet
RTD Resistance Temperature Device
SCA Short Circuit Amps
Sec. Secondary
S/N Solid Neutral
SPKR Speaker
SPST Single Pole Single Throw
SW. Switch
SWBD Switchboard
TEL Telephone
TSP Twisted Shielded Pair
TTB Telephone Terminal Board
TTC Telephone Terminal Cabinet
TYP Typical
temp. Temperature
U.L. Underwriters Laboratories
UNO (U.N.O.) Unless Noted Otherwise
V Volt
VFC Variable Frequency Controller
VFD Variable Frequency Drive
W Wire
W.P. Weatherproof
END OF SECTION
Collier County Utilities
July 26, 2010 16015-3
NCRWTP High Service Pump VFD Replacement
SECTION 16020
WORK INCLUDED
1.01 DESCRIPTION OF SYSTEM
A. The work required under this Division shall include all materials, labor and auxiliaries
required to install a complete and properly operating electrical system.
B. The electrical system required under this Division consists basically of, but is not
limited to the following:
1. Removal of existing High Service Pump VFDs.
2 Installation and startup of new High Service Pump VFDs.
3 Interface and interconnection of proposed VFDs to existing PLC
4. Startup and Training for proposed VFDs
5. Controls Integration of proposed Ethernet network to proposed VFDs
6. Integration of SCADA screens for new and existing network I/O.
7. Installation of panelized VFD room enclosure.
8. Installation of VFD room HVAC systems.
9. HVAC Controls & connection to duct fire alarm.
10. Electrical distribution expansion & connections to equipment.
END OF SECTION
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NCRWTP High Service Pump VFD Replacement
SECTION 16025
CODES, FEES, AND STANDARDS
PART 1 - GENERAL
1.01 CODES AND FEES
A. Install in accordance with latest edition of the National Electric Code and the
regulations of governing local, State, County and other applicable codes, including
the Utilities Company. All articles, products, materials, fixtures, forms or types of
construction covered in the specifications will be required to meet or exceed all
applicable standards of manufacturer, testing, performance, capabilities, procedures
and installation according to the requirements of ANSI, NEMA, IEEE, and NEC
referenced documents where indicated and the manufacturer's recommended
practices. Requirements indicated on the contract documents, which exceed but
are not contrary to governing codes shall be followed.
B. Compliance and Certification: The installation shall comply with the governing state
and local codes or ordinances.
C. All work and equipment under this Division shall be in strict compliance with the
latest edition of the following codes and standards:
1. Life Safety Code - NFPA 101
2. National Fire Protection Association (NFPA)
3. National Electrical Code - NFPA 70; 2008
4. National Electrical Safety Code NFPA70E 2009.
5. Requirements of Local Power Company.
7. Florida Building Code latest edition
1.02 STANDARDS
A. All materials shall be new and free of defects, and shall be U.L. listed, bear the U.L.
label or be labeled or listed with an approved, nationally recognized Electrical
Testing Agency. Where no labeling or listing service is available for certain types of
equipment, test data shall be submitted to prove to the Engineer that equipment
meets or exceeds available standards.
END OF SECTION
July 26, 2010 16025-1 Collier County Utilities
NCRWTP High Service Pump VFD Replacement
SECTION 16035
ACCEPTANCE TESTS AND PERFORMANCE VERIFICATION
PART 1 - GENERAL
1.01 GENERAL SCOPE
A. The Contractor shall engage the services of a recognized corporately and financially
independent testing firm for the purpose of performing inspections and tests on all
new electrical equipment supplied in this contract and on existing modified
equipment as herein specified. All tests shall be documented. The testing firm shall
send directly to the engineer a copy of all individual test documentation within 48
hours of performing the tests. Documentation being sent to the engineer shall not
be contingent on contractor's approvals. It is the intent of these specifications that
the testing firm work in direct communication with the engineer of record with
frequent testing data updates as the work progresses.
B. The testing firm shall provide all material, equipment, labor and technical
supervision to perform such tests and inspections. Testing shall be supervised by
qualified professional engineering staff.
C. It is the purpose of these tests to assure that all tested electrical equipment, is
operational and within industry and manufacturer's tolerances and is installed in
accordance with design specifications. Tests shall be performed with and in
cooperation with certification tests performed by the switchgear manufacturer. The
testing contractor shall be an integral part in assuring the coordinated testing and
startup of the power system. The tests and inspections shall determine suitability for
energization.
D. An itemized description of existing equipment to be inspected and tested is as
follows:
1. Provide testing of existing feeders that feed new equippment, relocated,
extended or disturbed in any way by this project.
2. Provide testing of existing breakers that feed new equipment, relocated, re-
cabled or disturbed in any way by this project.
3. Provide testing for motors that are affected by this project.
E. The above electrical testing shall be used in the development of the final testing
report encompassing all new and existing electrical equipment; submitted with the
operation and maintenance manuals prior to substantial completion of the project.
The testing report shall be submitted on 8.5" X 11" paper bound with all field test
data in appendix form. All tested breakers shall be fitted with a sticker indicating the
testing firm, date and technician performing the test.
1.02 APPLICABLE CODES, STANDARDS, AND REFERENCES
A. All inspections and test shall be in accordance with the following codes and
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standards except as provided otherwise herein:
1. National Electrical Manufacturer's Association - NEMA
2. American Society for Testing and Materials - ASTM
3. Institute of Electrical and Electronic Engineers - IEEE
4. International Electrical Testing Association - NETA Acceptance Testing
Specifications - ATS-1991
5. American National Standards Institute - ANSI C2: National Electrical Safety
Code.
6. State and local codes and ordinances
7. Insulated Cable Engineers Association - ICEA
8. Association of Edison Illuminating Companies - AEIC
9. Occupational Safety and Health Administration - OSHA
10. National Fire Protection Association – NFPA
a. ANSI/NFPA 70: National Electrical Code
b. ANSI/NFPA 70B: Electrical Equipment Maintenance
c. NFPA 70E:2009 Standard for Electrical Safety in the Workplace
d. ANSI/NFPA 780: Lightning Protection Code
e. ANSI/NFPA 101: Life Safety Code
B. All inspections and test shall utilize the following references:
1. Project design specifications
2. Project design drawings
3. Manufacturer's instruction manuals applicable to each particular apparatus
1.03 QUALIFICATIONS OF TESTING FIRM
A. The testing firm shall be an independent testing organization which can function as
an unbiased testing authority, professionally independent of the manufacturers,
supplier, and installers of equipment or systems evaluated by the testing firm.
B. The testing firm shall be regularly engaged in the testing of electrical equipment
devices, installations, and systems.
C. The testing firm shall meet OSHA criteria for accreditation of testing laboratories,
Title 29, Part 1907, or be a Full Member company of the International Electrical
Testing Association (NETA).
D. The lead, on-site, technical person shall be currently certified by the International
Electrical Testing Association (NETA) or National Institute for Certification in
Engineering Technologies (NICET) in electrical power distribution system testing or
be a electrical professional engineer in the state of Florida.
E. The testing firm shall utilize engineers and technicians who are regularly employed
by the firm for testing services. The testing firm shall provide in house electrical
studies and reports as specified. The testing firm shall have a Florida registered
professional electrical engineer on staff.
F. The testing firm shall submit proof of the above qualifications when requested.
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G. Pre-qualified testing firms for this project are:
1. Emerson Electrical Reliability Services, Inc.
2. Industrial Electrical Testing, Inc.
3. Electric Power Systems
Other firms will be considered by the engineer on submittal of qualifications on or
before 20 days prior to bid.
1.04 DIVISION OF RESPONSIBILITY
A. The contractor shall perform routine insulation-resistance, continuity, and rotation
test for all distribution and utilization equipment prior to and in addition to tests
performed by the testing firm specified herein.
B. The contractor shall supply a suitable and stable source of electrical power to each
test site.
C. The contractor shall notify the testing firm when equipment becomes available for
acceptance tests. Work shall be coordinated to expedite project scheduling.
However the testing firm shall visit the job a minimum of once a week to perform
coordination duties required and make reports to the engineer of the installation
progress.
D. The testing firm shall notify the engineer prior to commencement of any testing.
E. Any system, material, or workmanship which is found defective on the basis of
acceptance tests shall be reported to the engineer.
F. The testing firm shall maintain a written record of all tests and, upon completion of
project, shall assemble and certify a final test report.
G. Safety and Precautions
1. Safety practices shall include, but are not limited to, the following
requirements:
a. Occupational Safety and Health Act.
b. Accident Prevention Manual for Industrial Operations, National
Safety council
c. Applicable state and local safety operating procedures.
d. Owner's safety practices.
e. National Fire Protection Association - NFPA 70E
f. American National Standards for Personnel Protection
2. All test shall be performed with apparatus de-energized. Exceptions must
be thoroughly reviewed to identify safety hazards and devise adequate
safeguards.
3. The testing firm shall have a designated safety representative on the project
to supervise the testing operations with respect to safety.
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1.05 SUITABILITY OF TEST EQUIPMENT
A. All test equipment shall be in good mechanical and electrical condition.
B. Digital multimeters used shall be RMS sensing when the variable be measured
contains harmonics or dc offset or any deviation from a pure sine wave. Accuracy of
metering in test equipment shall be appropriate for the test being performed but not
in excess of 2 percent of the scale used.
PART 2 - INSPECTION AND TEST PROCEDURES
2.01 CABLES - LOW VOLTAGE - 600V MAXIMUM (all except 20 and 30amp lighting and
receptacle circuits)
A. Visual and Mechanical Inspection
1. Inspect cables for physical damage and proper connection in accordance
with drawings.
2. Test cable mechanical connections to manufacturer's recommended values
or NETA Standards using a calibrated torque wrench.
3. Check cable color coding with applicable engineer's specifications and
National Electrical Code standards.
B. Electrical Tests
1. Perform insulation-resistance test on each conductor with respect to ground
and adjacent conductors. Applied potential shall be 1000 volts dc for 3
minutes.
2. Perform continuity test to insure proper cable connection.
3. Test Values; Evaluate results by comparison with cables of same length and
type. Minimum acceptable value shall be no less than 50 megohms for new
feeders; 5megohms for existing reused, renovated, rerouted or extended
feeders.
2.03 CIRCUIT BREAKERS (all except 20 and 30amp breakers; test all GFCI breakers)
A. Circuit Breakers - Low Voltage insulated case/molded case
1. Visual and Mechanical Inspection
a. Check circuit breaker for proper mounting and compare nameplate
data to drawings and specifications.
b. Operate circuit breaker to ensure smooth operation.
c. Inspect case for cracks or other defects.
d. Check tightness of connections using calibrated torque wrench.
Refer to manufacturer's instructions or NETA standards for proper
torque levels.
2. Electrical Tests
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a. Perform a contact-resistance test.
b. Perform an insulation-resistance test at 1000 volts dc from pole to
pole and from each pole to ground with breaker closed and across
open contacts of each phase.
c. Determine long-time minimum pickup current by primary current
injection where practical.
d. Perform long-time delay time-current characteristic tests by passing
three hundred percent (300%) rated current through each pole
separately. Record trip time.
e. Determine short-time pickup and delay by primary current injection, if
applicable.
f. Determine ground-fault pickup and time delay by primary current
injection, if applicable.
g. Determine instantaneous pickup current by primary injection using
run-up or pulse method.
3. Test Values
a. Compare contact resistance or millivolt drop values to adjacent poles
and similar breakers. Investigate deviations of more than fifty
percent (50%). Investigate any value exceeding manufacturer's
recommendations.
b. Insulation resistance shall not be less than 100 megohms.
c. Trip characteristic of breakers shall fall within manufacturer's
published time-current characteristic tolerance band, including
adjustment factors.
d. All trip times shall fall within NETA Standards. Circuit breakers
exceeding specified trip time at three hundred percent (300%) of
pickup shall be tagged defective.
e. Instantaneous pickup values shall be within NETA standards.
2.04 METERING AND INSTRUMENTATION
A. Visual and Mechanical Inspection
1. Examine all devices for broken parts, shipping damage and tightness of
connections.
2. Verify that meter types, scales and connections are in accordance with
drawings and specifications.
B. Electrical Tests
1. Determine accuracy of meters at 25/50/75/100% of full scale.
2. Calibrate watthour meters to one-half percent (0.5%).
3. Verify all instrument multipliers.
4. Verify calibration of all instrumentation is accurate to the operator interface
terminals
2.05 GROUNDING SYSTEMS: (new and upgraded grounding systems)
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A. Visual and Mechanical Inspection
B. Inspect ground systems for compliance with drawings and specifications.
C. Electrical Tests (Small Systems)
D. Perform ground-impedance measurements utilizing the fall-of-potential method per
ANSI/IEEE Standard 81 "IEEE Guide for Measuring Earth Resistivity, Ground
Impedance, and Earth Surface Potentials of a Ground System." Instrumentation
utilized shall be as Approved by NETA Standards and shall be specifically designed
for ground impedance testing. Provide sufficient spacing so that plotted curves
flatten. In large ground grid systems where adequate pole distance is not practical
provide Tagg Slope technique of calculating system resistance.
E. Electrical Tests (Large Systems)
F. When sufficient spacing of electrodes is impractical, perform ground-impedance
measurements utilizing either the intersecting curves method or the slope method.
(Ref. Nos. 40 and 41 in IEEE Std. 81.)
G. Equipment Grounds
H. Utilize two-point method of IEEE Std. 81. Measure between equipment ground
being tested and known low-impedance grounding electrode of system.
A. Test Values within the ground system should be 5 ohms or less tested with a clamp
on ground test instrument. Down conductor tests at grade level should be 2 ohms or
less. Investigate high resistance connections and correct readings above these
limits.
B. The main ground electrode system impedance-to-ground should be no greater than
one (1) ohms. Equipment grounds, depending on size and length of grounding
conductor, should be only fractionally higher than system ground.
2.06 GROUND-FAULT SYSTEMS (NEC 230-95)
A. Visual and Mechanical Inspection
1. Inspect for physical damage and compliance with drawings and
specifications.
2. Inspect neutral main bonding connection to assure:
a. Zero-sequence sensing system is grounded.
b. Ground-strap sensing systems are grounded through sensing
device.
c. Ground connection is made ahead of neutral disconnect link on zero-
sequence sensing systems.
d. Grounded conductor (neutral) is solidly grounded.
3. Inspect control power transformer to ensure adequate capacity for system.
4. Manually operate monitor panels (if present) for: Trip test; No trip test; Non-
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automatic reset.
5. Record proper operation and test sequence.
6. Set pick-up and time-delay settings in accordance with the settings provided
by the manufacturer.
B. Electrical Tests
1. Measure system neutral insulation resistance to ensure no shunt ground
paths exist. Remove neutral-ground disconnect link. Measure neutral
insulation resistance and replace link.
2. Determine the relay pickup current by current injection at the sensor and
operate the circuit interrupting device.
3. Test the relay timing by injecting three hundred percent (300%) of pickup
current, or as specified by manufacturer.
4. Test the system operation at fifty-seven percent (57%) rated control voltage,
if applicable.
5. Test zone interlock systems by simultaneous sensor current injection and
monitoring zone blocking function.
6. On multiple source, tie breaker, etc., systems, devise a simulation scheme
that fully proves correct operation.
C. Test Parameters
1. System neutral insulation shall be a minimum of one hundred (100) ohms,
preferable one (1) megohm or greater.
2. Relay timing shall be in accordance with manufacturer's published time-
current characteristic curves but in no case longer than one (1) second for
fault currents equal to or greater than 3,000 amperes.
3. Relay pickup value shall be within 10% of setting and in no case greater
than 1200A.
2.07 MOTORS (5hp and greater)
A. Visual and Mechanical Inspection
1. Inspect for physical damage.
2. Inspect for proper anchorage, mounting, grounding, connection and
lubrication.
3. When applicable, perform special tests as air gap spacing and pedestal
alignment.
B. Electrical Tests - Induction Motors
1. Perform insulation resistance tests in accordance with ANSI/IEEE Std. 43.
2. Motors 200Hp and Less - Test duration shall be for one minute with
resistances tabulated at 30 and 60 seconds and calculate the dielectric
absorption ratio. Motors larger than 200 horsepower perform tests for ten
minutes and calculate polarization index. Minimum acceptable polarization
index for Class B or F insulated motors shall be 2.0.
3. Perform insulation resistance test on pedestal per manufacturer instructions.
4. Perform insulation resistance test on surge protection device in accordance
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with this specification.
5. Check that the motor space heater circuit is in proper operating conduction.
6. Check all protective devices in accordance with other sections of these
specifications.
7. Perform a rotation test to ensure proper shaft direction if the motor has been
disconnected.
8. Measure running current and evaluate relative to load conditions and
nameplate full load amperes. Verify proper overload relays.
2.08 MOTOR CONTROL (all motors)
A. Visual and Mechanical Inspection
1. Inspect for physical damage, proper anchorage, and grounding.
2. Inspect equipment for compliance with drawings and specifications.
3. Motor-running protection
a. Compare overload heater rating with motor full-load current rating to
verify proper sizing.
b. If motor-running protection is provided by fuses, verify proper rating
considering motor characteristics and power-factor correction
capacitors if applicable. Check tightness of bolted connections using
calibrated torque wrench.
B. Electrical Tests
1. Insulation tests:
a. Measure insulation resistance of each bus section phase-to-phase
and phase-to-ground for three (3) minutes. Test voltage shall be in
accordance with NETA Standards.
b. Measure insulation resistance of each starter section phase-to-phase
and phase-to-ground with the starter contacts closed and the
protective device open. Test voltage shall be in accordance with
NETA Standards.
c. Measure insulation resistance of each control circuit with respect to
ground.
2. Test motor overload units by injecting current through overload unit and
monitoring trip time at three hundred percent (300%) of motor full-load
current.
3. Three phase power unbalance: Run motor at full load steady state
conditions and take current readings on all three leads. Roll the motor leads
maintaining the proper rotation and take motor current readings on all three
possible hook-ups. Choose the least unbalance hookup for each motor. The
maximum acceptable unbalance is 10 percent at full load. If the unbalance
cannot be corrected by rolling leads, the source of the unbalance must be
located and corrected. If on the three possible hook ups, the leg of "greatest
unbalance" (furthest from the average) stays on the same power lead then
most of the unbalance is being caused by the power source. However, if the
leg of greatest unbalance moves on each of the hookups with a particular
motor lead, the primary source of unbalance is on the motor side of the
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starter. Check for damaged cable, leaking splices, poor connections, or
faulty motor winding.
2.09 Transformers - Dry Type Transformers - Small Dry Type, Air-Cooled (600 Volt and Below)
A. Inspect for physical damage, broken insulation, tightness of connections, defective
wiring, and general condition.
B. Thoroughly clean unit prior to making any tests.
C. Perform insulation-resistance test.
D. Energize primary winding with system voltage. Measure secondary voltage with the
secondary load disconnected. Record results.
2.10 THERMOGRAPHIC SURVEY (all new or modified switchgear, bus ducts, transformers,
points of power connection equal to or greater than 40amps, MCC's and distribution
centers)
A. Visual and Mechanical
1. Remove all necessary covers prior to scanning.
2. Inspect for physical, electrical, and mechanical condition.
B. Equipment to be Scanned
1. All new and existing equipment with ratings of 100amps or more.
C. Provide report indicating the following:
1. Problem area (location of "hot spot")
2. Temperature rise between "hot spot" and normal or reference area.
3. Cause of heat rise
4. Phase unbalance, if present
5. Areas scanned
D. Test Parameters
o
1. Scanning distribution system with ability to detect 1
C between subject area
o
and reference at 30C.
2. Equipment shall detect emitted radiation and convert detected radiation to
visual signal.
3. Infrared surveys should be performed during periods of maximum possible
loading but not less than twenty percent (20%) of rated load of the electrical
equipment being inspected.
4. Provide photographs and/or the thermogram of the deficient area as seem
on the imaging system
2.11 Low Voltage Surge Suppressors
A. Visual and mechanical inspection
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1. Verify suppressors are installed with minimum length leads to the protected
equipment. Verify connections to bus.
2. Verify ground connections to ground bus.
B. Electrical Tests
1. Test clamping voltage and verify meets specified ratings; test in accordance
with ANSI C62.33 section 4.4 and 4.7
2.12 Low Voltage Air Switches (disconnect switches, manual & automatic transfer switches)
A. Visual and Mechanical Inspection
1. Compare equipment nameplate data with drawings and specs.
2. Inspection for mechanical and physical damage. Cleaning of interior,
insulators, arc chutes.
3. Testing of mechanical operator. Cleaning and lubrication of contacts and
mechanism, as applicable.
4. Verification of contact alignment and wipe. Verify phase barrier
installation.
5. Inspect anchorage, alignment, grounding, and required clearances..
6. Documentation of fuse and types are in accordance with drawings, short
circuit studies and coordination study.
7. Verification of tightness of accessible bolted electrical connections by
calibrated torque-wrench method.
8. Verification of presence of expulsion-limiting devices on all holders having
expulsion-type elements.
9. Verification of interlocking systems for proper operation and sequencing.
10. Verify proper lubrication on current carrying and moving sliding parts.
B. Electrical Tests
1. Contact resistance testing across each switch blade and fuse holder.
2. Measurement of fuse resistance.
3. Insulation resistance testing on each pole, phase-to-phase and phase-to-
ground with switch closed and across each open pole for one minute.
4. AC or DC overpotential testing phase-to-phase and phase-to-ground.
5. Verification of proper space heater operation.
END OF SECTION
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SECTION 16040
IDENTIFICATION
PART 1 - GENERAL
PART 1 - GENERAL
1.01 General
A. Provide materials and installation for the identification of electrical equipment,
components, cables and wiring and safety signs.
B. Related Work Specified in Other Sections Includes: Section 16050 -Basic Electrical
Materials and Methods; Section 16035 Electrical Testing, Section 16120 Wires and
Cables, Section 16850/16910 Control Panels, Section 16430 Underground Ducts.
1.02 References
A. Codes and standards incorporated within this Section are:
1. ANSIC2/NFPA70E National Electrical Safety Code (NESC)
2. ANSI Z535.1 Safety Color Code
3. ANSI Z535.2 Environmental and Facility Safety Signs
4. ANSI Z535.3 Criteria for Safety Symbols
5. OSHA Occupational Safety and Health Act
1.03 Submittals: Furnish all product submittals used
A. Product Data and Information: Furnish manufacturer's catalog data for safety signs,
nameplates, labels and markers.
B. Furnish manufacturer's instructions indicating application conditions and limitations
of use; and storage, handling, protection, examination and installation of product.
PART 2 – PRODUCTS
2.01 Manufacturers
A. Acceptable Manufacturers: Acceptable manufacturers are listed below. Other
manufacturers of equivalent products may be submitted for review.
1. W. H. Brady Company
2. Seton
3. Thomas & Betts A.
4. Approved Equal
2.02
Materials
A. General: Provide identification materials listed and classified by UL or tested by an
acceptable Electrical Testing Company certifying the equivalence of the materials to
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UL listing requirements and OSHA approved.
B. Laminated Plastic Nameplates: Provide engraved three layer laminated plastic
nameplates with black letters on white background with lettering etched through the
outer covering and fastened with corrosion resistant brass or stainless steel screws.
Do not use mounting cement for fastening nameplates.
1. Provide nameplates with 1-inch high lettering for main breakers, automatic
transfer switches, panelboards, transformers, AFD's, control panels and
disconnect switches.
2. Provide nameplates for each motor identifying service or function and
lettering of an appropriate size to suit each motor. Submersible motor
nameplates to be affixed to equipment disconnect.
3. Provide approved directories of circuits with typewritten designations of each
branch circuit in each panelboard.
4. Provide smaller lettering for a neat, legible nameplate where the amount of
lettering causes excessively large nameplates.
2.03 Wire Markers: Identify wire bundles and each individual wire.
A. Wire bundles: Provide a permanent waterproof brass or rigid fiber identifying tag
attached with nylon self locking "Ty-Raps".
B. Wire identification markers: Provide a printed white, heat-shrink, seamless tubing
type with black bold lettering for wires size No. 10 AWG and smaller. Provide a
printed self-laminating white, vinyl type with black bold lettering for wires No. 8 AWG
and larger.
2.04 Safety Signs: Provide safety signs in accordance with OSHA standards meeting the
requirements of ANSI C2, ANSI Z535.1 , ANSI Z535.2 and ANSI Z535.3.
A. Provide safety signs manufactured from vinyl having a minimum thickness of 60 mils
with red and black letters and graphics on a white background.
B. Size: Provide 7-inch by 10-inch signs or smaller if larger size cannot be applied.
C. Mount safety signs using corrosion-resistant screws. Do not use mounting cement.
PART 3 - EXECUTION
3.01 INSTALLATION
A. General: Install nameplates on the front of equipment, parallel to the equipment
lines and secured with corrosion resistant screws.
1. Install laminated nameplates identifying, each electrical equipment enclosure
and Individual equipment and devices. The following items shall be equipped
with nameplates: All motors; motor starters, motor-control centers,
pushbutton stations, control panels, time switches, disconnect switches
panelboards, circuit breakers, contactors, recorders, transmitters,
instruments or relays in separate enclosures, thermostats, photocells, power
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receptacles, switches controlling equipment or receptacles, switches
controlling lighting fixtures where the fixtures are not located within the same
space as the controlling switch, termination cabinets, manholes and pull
boxes, instrumentation and control terminal cabinets, pull boxes manholes
and cabinets. Special electrical systems shall be identified at junction and
pull boxes, terminal cabinets and equipment racks.
2. Electrical contractor is responsible for nameplates on electrical equipment
supplied by other divisions and installed and wired by electrical including all
instrumentation and controls equipment. A portion of existing equipment
affected by this contract shall also receive nameplates as determined by the
engineer.
3. Surface Preparation: Degrease and clean surfaces to receive nameplates,
labels and marking paint.
4. Nameplates shall adequately describe the function of the particular
equipment involved. Where nameplates are detailed on the drawings,
inscription and size of letters shall be as shown and shop drawing submitted
for approval. Nameplates for panelboards and switchboards shall include
the panel designation, voltage and phase of the supply. For example,
"Panel A, 277/480V, 3-phase, 4-wire". The name of the machine on the
nameplates for a particular machine shall be the same as the one used on
all motor starters, disconnect and P.B. station nameplates for that machine.
5. Rework or reuse of existing equipment will require new identification tags for
some existing equipment.
B. Wire Markers: Identify each individual wire with identification tags as follows:
1. Wire identification markers: Provide wire identification markers on each wire
at all termination points.
a. On power and lighting circuits: The branch circuit or feeder number
as indicated on drawings
b. On control circuits terminated in motor control centers, switchgears,
control panels and alike: The field device and terminal number of the
opposite end connection.
c. On control circuits at each field device: The panel or compartment
number and terminal number of the opposite end connection.
2. Provide oversize wire markers so that after heat shrinking the wire marker
can be rotated on the wire. Rotate wire markers so that wire identification
number is visible.
C. Raceway Tags
Provide raceway tags to identify origin and destination of conduit. Install tags at
each terminus and at midpoint of run. Provide tags at minimum intervals of every 50
feet of above grade raceway except where concealed in walls. Provide brass tags
and nylon straps for attachment.
D. Safety Signs: Provide safety signs as follows or as shown:
1. Wording: "DANGER -ELECTRICAL EQUIPMENT, AUTHORIZED
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PERSONNEL ONLY"
Location: On the outside door of all electrical equipment rooms or areas. On
the outside door of all electrical equipment cabinets.
2. Wording: "DANGER -POWERED FROM MORE THAN ONE SOURCE"
Location: Outside all equipment that operates from more than one power
source; ATS, PLCs, Main Tie Main switchgear/MCCs, etc.
3. Wording: "NOTICE -KEEP DOOR CLOSED" Location: On all doors with
another safety sign installed.
4. Wording: "CAUTION -CONTROLS & INTERLOCKS POWERED FROM
MULTIPLE SOURCES". Location: On all control panel doors, MCCs I&C
terminal cabinets, etc.
END OF SECTION
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SECTION 16050
SPECIAL REQUIREMENTS
1.01 AUXILIARIES AND ACCESSORIES
A. Include all auxiliaries and accessories for a complete and properly operating
systems.
B. Provide and install all electrical systems and any necessary accessories as per NEC
and local codes whether specified herein or shown on drawings or not. The content
of these specifications (Division 16) and contract documents in general only refers to
work required above and beyond the requirements of the NEC and applicable local
codes.
1.02 LAYOUT OF WORK
A. Drawings are diagrammatic. Correlate final equipment locations with governing
Architectural, Structural, Process Mechanical and Instrumentation and Control
drawings. Lay out before installation so that all trades may install equipment in
spaces available. Provide coordination as required for installation in a neat and
workmanlike manner. Provide layout shop drawings for engineers review for all MCC
and electrical equipment rooms.
1.03 INVESTIGATION OF SITE
A. Check site and existing conditions thoroughly before bidding. Advise Engineer of
discrepancies or questions noted.
1.04 SUPERVISION OF THE WORK
A. The Electrical Contractor shall be regularly engaged in the construction,
maintenance repair and modification of industrial plant electrical equipment
devices, and systems. The lead, on-site, technical person shall be approved by
the engineer. Provide the services of a pre-qualified electrical contractor that has
demonstrated competence in providing electrical systems installation on this type
of facility to Collier County Utilities; The pre-approved electrical contractors for
this project are listed below:
1. American Electric
2. Cogburn Electrical
3. Gulf States Electrical
4. Southern Power and Controls
5. Harts Electrical
Other firms will be considered by the engineer on submittal of qualifications on or
before 14 days prior to bid. Submit 10 example projects of installed history of the
type and complexity of this project. Submit project data, and reference contacts.
B. SUPERVISION OF THE WORK: Provide a field superintendent who has had a
minimum of fifteen (15) years previous successful experience on projects of
comparable size and complexity. Superintendent shall be present at all times that
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work under this Division is being installed or affected. Superintendent shall have
passed a proctored H.H. Block Masters Exam with 75% grade or better and shall
hold a State Masters Certificate of Competency. A resume of the Superintendent's
experience shall be submitted to Engineer before starting work. The resume shall
list a minimum of 10 previous industrial plant projects of comparable size and
complexity.
1.05 COORDINATION
A. Provide all required coordination and supervision where work connects to or is
affected by work of others, and comply with all requirements affecting this Division.
Work required under other divisions, specifications or drawings, indicated to be
performed by this Division shall be coordinated with the Contractor and such work
performed at no additional cost to Owner including but not limited to electrical work
required for roll-up doors, control panel installation, instrumentation and control
installation, etc.
B. Locate all openings required for work performed under this section. Provide
sleeves, guards or other approved methods to allow passage of items installed
under this section.
1.06 BASIS FOR WIRING DESIGN
A. The drawings and specifications describe specific sizes of switches, breakers, fuses,
conduits, conductors, motor starters and other items of wiring equipment. These
sizes are based on specific items of power consuming equipment (heaters, lights,
motors for fans, compressors, pumps, etc.). Wherever the contractor provides
power consuming equipment which differs from, the basis of design, drawings and
specifications, the wiring and associated circuit components for such equipment
shall be changed to proper sizes to match at no additional expense to the Owner.
1.07 PROVISION FOR OPENINGS
A. Locate all openings required for work performed under this section. Provide
sleeves, guards or other approved methods to allow passage of items installed
under this section.
B. Furnish to roofer all pitch pans required for electrical items which pierce roof
whether or not shown on drawings. Roof penetrations are to be waterproofed in
such a manner that roofing guarantees are fully in force.
1.08 CONCRETE PADS
A. Furnish and install reinforced concrete pads for transformers, switchgear, and motor
control centers, of size as shown on the drawings or required. Unless otherwise
noted, pads shall be four (4) inches high and shall exceed dimensions of equipment
being set on them, including future sections, by three (3) inches on all sides, except
when equipment is flush against a wall, then the side or sides against the wall shall
be flush with the equipment. Chamfer top edges 1". Trowel all surfaces smooth.
Reinforce pads with 6" X 6" X 6/6 welded wire fabric. Conduit stub up area within the
pad area shall remain void. Coordinate with equipment shop drawings stub up
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areas.
1.09 SURFACE MOUNTED EQUIPMENT
A. Surface mounted fixtures, outlets, cabinets, conduit, panels, etc. shall have finish or
shall be painted as directed by Engineer. Paint shall be in accordance with other
applicable sections of these specifications.
1.11 PROTECTION AND CLEAN UP
A. Suitably protect all equipment furnished under this Division during construction.
Restore all damaged surfaces and items to "like new" condition before a request for
substantial completion inspection.
1.12 MATERIALS
A. Reference: "General Conditions of the Contract".
B. Where several brand names, make or manufacture are listed as acceptable each
shall be regarded as equally acceptable. Where a manufacturer's model number is
listed, this model shall set the standard of quality and performance required. Where
no brand name is specified, the source and quality shall be subject to Engineer's
review and acceptance.
C. When a product is specified to be in accordance with a trade association or
government standard, at the request of Engineer, Contractor shall furnish a
certificate that the product complies with the referenced standard. Upon request of
Engineer, Contractor shall submit supporting test data to substantiate compliance.
1.13 SUBSTITUTIONS
A. Each bidder represents that his bid is based upon the materials and equipment
described in this division of the specifications.
B. No substitutions will be considered unless written request has been submitted to the
Engineer for approval at least ten days prior to the bid date. Submittal shall include
the name of the material or equipment for which it is to be substituted, drawings,
cuts, performance and test data and any other data or information necessary for the
Engineer to determine that the equipment meets all specification and requirements.
If the Engineer approves any proposed substitutions, such approval will be set forth
in an addendum.
C. Substituted equipment or optional equipment where permitted and approved, must
conform to space requirements. Any substituted equipment that cannot meet space
requirements, whether approved or not, shall be replaced at the Contractor's
expense. Any modifications of related systems as a result of substitutions shall be
made at the Contractor's expense.
1.14 SUBMITTALS
A. Submit Technical Information Brochures at start of construction or within 30 days
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after Award of the Contract. Each brochure shall consists of an adequately sized,
hard-cover, 3-ring binder for 8-1/2" X 11" sheets. Provide correct designation on
outside cover and on end of brochure. When, in the judgment of the Engineer, one
binder is not enough to adequately catalog all data, an additional binder will be
required and data split as directed by the Engineer. Specific shop drawing
submittals may be submitted separately after technical information brochures but
before any equipment is purchased; provide index and schedule of shop drawings to
be submitted within the technical information brochures.
B. First sheet in the brochure shall be a photocopy of the Electrical Index pages in
these specifications. Second sheet shall be prepared by the Contractor, and shall
list Project Addresses and phone numbers with key personnel for this project.
C. Provide reinforced separation sheets tabbed with the appropriate specification
reference number.
D. Technical Information consisting of marked catalog sheets or shop drawings shall be
inserted in the brochure in proper order on all items herein specified or shown on
drawings.
E. At the end of the brochure, provide and insert a copy of the specifications for this
Division and all addenda applicable to this Division.
F. Submit 7 brochures. Provide separate tag marking on an individual copy for the
Owner, Engineer (2), Contractor, Coordinating Testing Subcontractor and Electrical
Subcontractor (2).
G. The General Contractor shall review the brochures before submitting to the
Engineer. No request for payment will be considered until the brochure has been
submitted and reviewed completely.
H. Submit cost breakdown "Schedule of Values" for electrical work in the Technical
Information Brochures. Cost of material and labor for each major item shall be
shown.
I. Reference: "General Condition of the Contract".
J. Shop Drawings: Provide detailed shop drawings for all electrical equipment to be
supplied. Provide detailed plan view shop drawings at expanded scale indicating
how actual size of equipment to be provided is to fit into space available; show NEC
required working space clearances on plan. Provide detailed elevation views at
expanded scale of actual equipment to be provided and how it fits into available wall
spaces. Drawings shall be on 11" X 17" or 22" X 34" paper and drawn with a
computer aided design (CAD) package. The computer aided design package shall
be Autocad or converted to Autocad format. Engineering plan backgrounds of the
facility shown on the contract documents will be available to the contractor on
request. Submittals shall include hard copy and CD-ROM media electronic copies.
Additional shop drawing requirements:
1. Title drawings to include identification of project and names of Engineer,
Engineer, General Contractor, subcontractor and/or supplier, data, number
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sequentially and indicate in general:
2. Fabrication and Erection dimensions.
3. Arrangements and sectional views.
4 Necessary details, including complete information for making connections
with other work.
5 Kinds of materials and finishes.
6 Descriptive names of equipment.
7 Modifications and options to standard equipment required by the contract.
8 Leave blank area, size approximately 4 by 2-1/2 inches, near title block (for
Engineer's stamp imprint).
9 In order to facilitate review of drawings, insofar as practicable, they shall be
noted, indicating by cross reference the contract drawings, note, and/or
specification paragraph numbers where item(s) occur in the contract
documents.
10 See specific sections of specifications for further requirements.
K. Product Data:
1. Submit technical data verifying that the item submitted complies with the
requirements of the specifications. Technical data shall include
manufacturer's name and model number, dimensions, weights, electrical
characteristics, and clearances required. Indicate all optional equipment and
changes from the standard item as called for in the specifications. Furnish
drawings, or diagrams, dimensioned and in correct scale, covering
equipment, showing arrangement of components and overall coordination.
2. In order to facilitate review of product data, insofar as practicable, they shall
be noted, indicating by cross reference the contract drawings, note, and/or
specification paragraph numbers where item(s) occur in the contract
documents.
3. See specific sections of specifications for further requirements.
L. Processing Submittals:
1. Product Data: For standard manufactured materials, products and items
submit seven (7) copies or sets of data. If submittal is rejected, resubmittal
shall be seven (7) copies of new data. When approved, four (4) copies will
be returned to Contractor.
2. Shop Drawings: For custom fabricated items, initially submit a transparency
(suitable for reproduction) together with two (2) prints made there from.
When submittal is acceptable, furnish seven (7) prints made from the
accepted transparency.
3. Acceptance: When returned to Contractor, submittals will be marked with
Engineer's stamp. If box marked "returned for correction resubmit" is
checked, submittal is not approved and Contractor is to correct and resubmit
as noted, otherwise submittal is approved and Contractor is to comply with
notation making necessary corrections on submittal and resubmit for final
record.
4. Reference: "General Conditions of the Contract".
5. Note that the approval of shop drawings, or other information submitted in
accordance with the requirements hereinbefore specified, does not assure
that the Engineer, or any other Owner's Representative, attests to the
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dimensional accuracy or dimensional suitability of the material or equipment
involved, the ability of the material or equipment involved or the
Mechanical/Electrical performance of equipment. Approval of shop drawings
does not invalidate the plans and specifications if in conflict with the
submittal. It is the contractor’s responsibility to request in writing and seek
written approval from the engineer for all deviations of the plans and
specifications.
1.15 PROGRESS AND RECORD DRAWINGS
A. Keep two sets of full size white prints on the job, and neatly mark up design
drawings each day as components are installed. Different colored pencils shall be
used as directed for different systems. Cost of prints shall be included under this
Division. All items on Progress Drawings shall be shown in actual location installed.
Change any equipment schedules to agree with items actually furnished.
B. Reference: "General Conditions of the Contract".
C. Prior to request for final payment, furnish a set of as-built drawings on reproducible
sepia mylar to General Contractor.
1.16 OPERATING INSTRUCTIONS
A. Submit for checking a specific set of written Operating instructions on each item that
require instructions to operate. After approval, provide one copy for insertion in each
Technical Information Brochure.
1.17 MAINTENANCE INSTRUCTIONS
A. Submit for approval Maintenance Information consisting of manufacturer's printed
instructions and parts lists for each major item of equipment. After approval, insert
information in each Technical Information Brochure.
1.18 SYSTEMS GUARANTEE
A. The work required under this Division shall include a two-year guarantee. This
guarantee shall be by the Contractor to the Owner for any defective workmanship or
material that has been furnished under this Contract at no cost to the Owner for a
period of two years from the date of substantial completion of the System.
1.19 FINAL INSPECTION
A. All work on the System shall be completed, and all forms and other information shall
be submitted for approval one week before the request for final inspection of the
building.
1.20 EQUIPMENT TO BE OF SINGLE MANUFACTURER
A. In general, all relays, contactors, starters, motor control centers, switchboards,
panelboards, dry type transformers, disconnect switches, circuit breakers, and
manual motor starter switches are to be supplied and manufactured by same
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manufacturer, but must be submitted and approved equal to that specified.
1.21 CUTTING AND PATCHING
A. Reference: "General Conditions of the Contract".
B. Supplementary Requirements: Any cutting of work in place shall be patched and
decorated by such mechanics and in such a manner that the quality of workmanship
and finish shall be compatible with that of adjacent construction.
1.22 GENERAL
A. Where the requirements of another Division, section, or part of these specifications
exceed the requirements of this Division, those requirements shall govern.
1.23 EXISTING CONDITIONS
A. Investigate site thoroughly and reroute all conduit and wiring in area of new
construction in order to maintain continuity of existing circuitry. Existing conduits
shown on plans show approximate locations only. Contractor must verify and
coordinate existing site conduits and pipes to any excavation on site. Bids to
include hand digging and all required rerouting in areas of existing conduits and/or
pipes.
B. Special attention is called to the fact that work involved is in connection with existing
facilities that must remain in operation while work is being performed. Work must be
done in accordance with the owner’s priority schedule as required. Schedule work
for a minimum outage to Owner. Request written permission and receive written
approval from Owner 48 hours in advance of any shutdown of existing system.
Perform work required at other than standard working hours where owner cannot
approve outages during regular working hours. Provide temporary power and
temporary wiring as required to maintain operation as directed by the owner or
engineer to facilitate construction. Protect existing buildings and equipment during
construction as required.
C. Special attention is called to the fact that there is conduit, wiring, fixtures and other
electrical items in and between the existing facilities that must be removed or
relocated in order to perform the work. Bid shall include all removal and relocation
required for completion of the alterations and the new construction.
END OF SECTION
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SECTION 16110
RACEWAYS AND CONDUIT
PART 1 - GENERAL
1.01 DESCRIPTION
A. Description of System:
1. The entire installation shall be in heavy wall Schedule 80-PVC or heavy wall
Schedule 40-PVC plastic conduit, EMT and rigid galvanized steel conduit
and schedule 40 aluminum conduits unless specifically noted otherwise. Use
PVC coated rigid galvanized conduit for all hazardous location areas. Only
heavy wall PVC (Schedule 80) shall be used for all raceways trapped
underground without concrete encasement protection. Conduits in concrete
encasement use Schedule 40-PVC. Use rigid galvanized conduit for
exposed above grade interior area. Electrical Metallic Tubing shall be used
within air conditioned electrical rooms for power and for instrumentation and
control conduits. Use schedule 40 aluminum conduit above grade on exterior
of buildings and in above grade interior wet locations. Where PVC conduit
penetrates a floor from underground or in a slab; a black mastic coated rigid
steel conduit elbow shall be used for all conduits.
2. Minimum conduit size for all systems shall be 3/4". All conduits shall be U.L.
listed and labeled. Conduit sizes shown on the drawings are to aid the
contractor in bidding only; the contractor is responsible for conduit sizes as
required by NEC fill tables but do not provide smaller conduits than
indicated. The contractor is responsible to coordinate the required conduit
sizes and conductor quantities for all control and instrumentation system
conduit and wiring with the controls subcontractor prior to installation.
3. Provide stainless steel or non-metallic conduit supports and 316 stainless
steel hardware in all areas except air conditioned spaces.
1.02 SUBMITTALS
A. Product Data:
1. Product data shall be submitted on:
a. Conduit
b. Conduit fittings
c. Surface metal raceway
PART 2 - PRODUCTS
2.01 ELECTRIC METALLIC TUBING
A. Electric metallic tubing (thin wall) shall meet Federal EMT Specifications WW-C-563.
2.02 RIGID METALLIC CONDUIT
A. Hot dipped galvanized rigid steel. Federal Specification WW-C-581.
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2.03 FLEXIBLE STEEL CONDUIT
A. Continuous length, spirally wound steel strip, zinc-coated, each convolution
interlocked with following convolution. Federal Specification WW-C-566. Liquid-
tight Flexible Steel Conduit: Plastic jacketed flexible steel conduit with copper
bonding conductor.
2.04 PVC CONDUIT
A. PVC conduit shall be composed of High Impact Virgin homopolymer, PVC (polyvinyl
chloride C-200 Compound), and shall conform to industry standards, and be UL 651
listed in accordance with Article 347 of National Electrical Code for underground and
exposed use and NEMA standard TC-2. Materials must have tensile strength of 55
PSI, at 70oF, flexural strength of 11,000 PSI, compression strength of 8600 PSI.
Manufacturer shall have five years' extruding PVC experience. Consistent with
requirements provide PVC conduit products by one of the following manufacturers:
1. Carlon
2. Cantex
3. J.M. Plastics
4. Queen City Plastics
2.05 Rigid Aluminum Conduit
A. Provide rigid schedule 40 aluminum conduit meeting the requirements of UL 514B.
Provide threaded, copper-free aluminum. Provide threaded aluminum conduit
fittings, of cast aluminum with integral insulated throat as manufactured by OZ
Gedney, T&B, Crouse-Hinds, Killark or Appleton.
2.06 EXPANSION FITTINGS
A. Conduit expansion fittings shall be malleable iron, and shall be hot dipped
galvanized inside and outside. These fittings shall have a four-inch expansion
chamber to allow approximately two-inch movement parallel to conduit run in either
direction from normal. They shall have factory-installed packing and internal tinned
copper braid packing to serve as an emergency bonding jumper. Unless the fitting
used is listed by Underwriters' Laboratories for use "without external bonding
jumpers", an external copper bonding jumper shall be installed with each expansion
fitting with one end clamped on each conduit entering fitting.
PART 3- EXECUTION
3.01 INSTALLATION
A. All raceways shall be run in neat and workmanlike manner and shall be properly
supported in accordance with latest edition of NEC with approved conduit clamps,
hanger rods and structural fasteners except for PVC conduit installed in exterior
locations. PVC conduit installed in exterior locations shall be supported at two foot
intervals. Supporting conduit and boxes with wire is not approved. All raceways
except those from surface-mounted switches, outlet boxes or panels shall be run
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concealed from view. Exposed raceways shall be supported with clamp fasteners
with toggle bolt on hollow walls, and with lead expansion shields on masonry. Rigid
steel box connections shall be made with double locknuts and bushings. Where
PVC penetrates a floor from underground or in slab, a black mastic coated steel
conduit elbow shall be used on all conduits. All individual bare copper ground
conductors (i.e. service, transformer, or lightning protection grounds) shall be
installed in PVC conduit, not metal conduit. This does not apply to bare copper
ground conductors run with feeders (as specified in this section). Conduits shall be
run parallel to building walls wherever possible, exposed or concealed, and shall be
grouped in workmanlike fashion. Crisscrossing of conduits shall be minimized.
B. All raceways runs, whether terminated in boxes or not, shall be capped during the
course of construction and until wires are pulled in, and covers are in place. No
conductors shall be pulled into raceways until construction work which might
damage the raceways has been completed.
C. All raceways shall be kept clear of plumbing fixtures to facilitate future repair or
replacement of said fixtures without disturbing wiring. Except where it is necessary
for control purposes, all raceways shall be kept away from items producing heat.
D. All raceway runs in masonry shall be installed at the same time as the masonry so
that no face cutting is required, except to accommodate boxes.
E. All raceways shall be run from outlet to outlet exactly as shown on the drawings,
unless permission is granted to alter arrangement shown. If permission is granted
arrangement shall be marked on field set of drawings as previously specified.
F. All underground raceways (with exception of raceways installed under floor slab)
shall be installed in accordance with Section 300-5 of the NEC except that the
minimum cover for any conduit shall be two feet. Included under this Section shall
be the responsibility for verifying finished lines in areas where raceways will be
installed underground before the grading is complete.
G. All raceways shall have an insulated copper system ground conductor throughout
the entire length of circuit installed within conduit in strict accordance with NEC.
Grounding conductor shall be included in total conduit fill determining conduit sizes,
even though not included or shown on drawings. Grounding conductors run with
feeders shall be bonded to portions of conduit that are metal by approved ground
bushings.
H. Insulated bushings shall be used on all rigid steel conduits terminating in panels,
wire gutters, or cabinets, and shall be impact resistant plastic molded in an irregular
shape at the top to provide smooth insulating surface at top and inner edge. Material
in these bushings must not melt or support flame.
I. Spare conduit stubs shall be capped and location and use marked with concrete
marker set flush with finish grade. Marker shall be 6" round X 6" deep with
appropriate symbol embedded into top to indicate use. Also, tag conduits in panels
where originating.
J. All conduit stubbed above floor shall be separated with plastic interlocking spacers
manufactured specifically for this purpose, or shall be strapped to Kindorf channel
supported by conduit driven into ground or tied to steel.
K. Raceways which do not have conductors furnished under this Division of the
specifications shall be left with an approved nylon pullcord in raceway.
L. Rigid Metallic Conduit electrical metallic tubing, flexible steel conduit and PVC
conduit shall be manufactured within the United States.
M. All connections to motors or other vibrating equipment (except dry type
transformers) or at other locations where required shall be made with not less than
12" nor more than 20” of flexible liquid-tight steel conduit, using special type of
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connectors with strain relief fittings at both terminations of conduit. Flex connectors
shall have insulated throat and shall be T & B 3100 Series or approved substitution.
Use angle connectors wherever necessary to relieve angle strain on flex conduit.
Connections to dry type transformers shall be made with flexible conduit. Typical
length of flex conduit shall be limited to 20” unless specifically approved by the
engineer.
N. PVC joints shall be solvent welded. Threads will not be permitted on PVC conduit
and fittings, except for rigid steel to PVC couplings. Installation of PVC conduit shall
be in accordance with manufacturer's recommendations. PVC conduit shall not be
used to support fixture or equipment. Field bends shall be made with approved
hotbox. Heating with flame and hand held heat guns are prohibited.
O. Expansion fittings shall be installed in the following cases: In each conduit run
wherever it crosses an expansion joint in the concrete structure; on one side of joint
with its sliding sleeve end flush with joint, and with a length of bonding jumper in
expansion equal to at least three times the normal width of joints; in each conduit
run which mechanically attached to separate structures to relieve strain caused by
shift on one structure in relation to the other; in straight conduit run above ground
which is more than fifty feet long and interval between expansion fittings in such a
runs shall not be greater than 100 feet for steel conduit and 50 feet for PVC conduit..
P. Electric metallic tubing (thin wall) shall be installed inside buildings above ground
floor slab where not subject to mechanical injury or wet areas. Tubing shall be
joined with steel fittings and steel compression connectors.
Q. Rigid metallic conduit installed underground shall be coated with waterproofing black
mastic before installation, and all joints shall be recoated after installation.
R. Conduit installations on roofs shall be kept to a bare minimum. Where required,
conduit shall be rigid steel conduit, including couplings. Conduit shall be supported
above roof at least 6 inches using approved conduit supporting devices. Supports
to be fastened to roof using roofing adhesive as approved by roofing contractor.
S. Underground cable identification: bury a continuous, pre-printed, bright colored
metalized plastic (electronically traceable) ribbon cable marker with each
underground conduit (or group of conduits), regardless of whether conduits are in
ductbanks. Locate directly over conduits, 6" to 8" below finished grade. Delete this
requirement under building slabs.
T. Provide for separation of instrumentation, control and power conductors. Provide a
minimum of 24" inch separation for parallel runs of power conduit and
instrumentation or control conduit with either conduit being PVC or Aluminum. This
separation can be reduced to 12" if metallic grounded separation is provided (steel
conduit).
END OF SECTION
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SECTION 16120
WIRES AND CABLES
1.01 GENERAL
A. Power Conductors:
1. Branch circuits and feeder conductors for all three phase electric power shall
be stranded copper type XHHW-2 cross-link polyethylene (XLP) insulation
and derated to 75 degrees Centigrade. No aluminum wiring shall be
permitted. All wire shall be size shown on the drawings. If no size is shown,
wire shall be in accordance to NEC and minimum No. 12, except that branch
"homeruns" over 50 ft. in length shall be minimum No. 10 for 120/208V
circuits. All branch lighting circuits serving HID and Fluorescent fixtures
shall be minimum #10 with each circuit provided with a separate neutral.
Wire in vicinity of heat-producing equipment shall be type XHHW insulation.
All wiring shall be manufactured in the USA.
B. Taps and Splices :
1. All power wiring taps and splices in No. 8 or smaller wire shall be fastened
together by means of terminal strips except within lighting fixtures and wiring
devices where conformance to NEC practices will be acceptable. All taps
and splices in wire larger than No. 8 shall be made with compression type
connectors and taped to provide insulation equal to wire. Tape shall be
heavy duty, flame retardant and weather resistant vinyl electrical tape,
minimum 7 mil premium grade with an operating of 0 degree F. to 220
degree F. Provide tape meeting UL 510 and CSA standard C22.2.
2. All taps and splices in manholes or in ground pull boxes, MCCs, etc. shall be
approved by the engineer on a case by case basis; be made with high press
long barrel double crimp compression type connectors and covered with
Raychem heavy wall cable sleeves (type CTE or WCS) with type "S" sealant
coating. Install sleeve kits as per manufacturer's installation instructions.
C. Color Coding:
1. All power feeders and branch circuits No. 6 and smaller shall be wired with
color-coded wire with the same color used for a system throughout the
building. Power feeders above No. 6 shall either be fully color-coded or shall
have black insulation and be similarly color-coded with tape or paint in all
junction boxes and panels. Tape or paint shall completely cover the full
length of conductor insulation within the box or panel except for the wire
markings.
2. Unless otherwise approved, color-code shall be as follows: Neutrals to be
white for 120/208V system, natural grey for 277/480V system; ground wire
green, bare or green with yellow strips nominal. 120/208V, Phase A -black;
Phase B - red; Phase C - blue. 480/277V, Phase A brown; Phase B -
orange; Phase C -yellow. All switch legs, other voltage system wiring,
control and interlock wiring shall be color-coded other than those above. In
remodeling projects, comply with existing color coding established within the
facility.
1.02 INSTRUMENTATION AND CONTROL CABLE:
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A.. Multiconductor and Multi pair Process instrumentation cable shall be #16 AWG
stranded, twisted pair, 600 V, (XLP) cross link polyethylene insulated, aluminum
tape pair shielding, cross link polyethylene or chlorinated polyethylene (CPE) overall
sheathed and shielded, type TC instrument cable as manufactured by the American
Insulated Wire Co., Belden Wire Co. or equal.
B. Multiconductor control cable shall be #14 AWG stranded, 600V, (XLP) cross link
polyethylene insulated or polyolefin, with cross link polyethylene or chlorinated
polyethylene (CPE or Hypalon) overall sheathed type TC control cable except for
control cable into and out of VFD cabinets. Multiconductor control cable into and out
of VFD cabinets shall be as indicated above and in addition include an aluminum
polyester tape overall shield and drain wire. As a contractor alternate to shielded
control cable into and out of VFD cabinets, provide twisted shielded instrument
cable as specified above. Contractor to provide increased conduit size as required if
instrument cable alternate is used into and out of VFD cabinets.
C. Connections:
1. All conductor connections shall be on terminal strips including all spare
conductors. Provide terminal strips in all cabinets; motor control centers; etc.
2. All connections of stranded wire to screw terminals shall be by insulated
spade lugs, crimp fastened to wire except where terminal strips are listed for
stranded bare connections in which case delete spade lugs.
3. All conductors shall be marked with mylar wrap type "Brady" labels.
Identification labels shall be permanent type and be machine printed. All
terminal block terminations shall be labeled. The inside portion of the
terminal cabinet doors shall display a protected terminal cabinet drawing
with all connections shown and described as to color code, number assigned
to connection function of conductor and destination.
4. Wire shall be guided within terminal cabinets by cable supports. All
conductors shall be neatly led to terminations.
5. Cabinets: All cabinets shall be labeled with an engraved plastic laminate
label riveted to the door.
6. No splices shall be made within a conduit run or in manholes.
D. Provide for separation of instrumentation, control and power conductors. Provide a
minimum of 24" inch separation for parallel run of power conduit and instrumentation
or control conduit. This separation can be reduced to 8" if metallic grounded
separation is provided.
1.03 SUBMITTALS:
A. Submit cut sheets on all major types of wires and cables including splicing tape, and
terminating/splicing lugs, conductor identification systems and connectors and cable
sleeves. Submit sample of all instrumentation and control cable. Sample shall be a
minimum of 24" with exterior sheath clearly marked.
B. Submit sample of all cable identification systems products.
END OF SECTION
July 26, 2010 16120-2Collier County Utilities
NCRWTP High Service Pump VFD Replacement
SECTION 16130
OUTLET BOXES
1.01 GENERAL
A. Surface outlet boxes and conduit bodies shall be the heavy cast ferraloy malleable
iron with external raised hubs and mounting lugs; cadmium plated and enamel finish
- Appleton, Crouse Hinds or approved substitution. Trim rings shall also be of one
piece construction.
B. Outlet boxes shall be of such form and dimensions as to be adapted to the specific
use and location, type of device or fixtures to be used, and number and size of
conductors and arrangement, size and number of conduits connecting thereto.
C. Ceiling outlet boxes shall be 4" octagonal or 4" square X 1-1/2" deep or larger as
required for number and size of conductors and arrangement, size and number of
conduits terminating at them.
D. Switch, wall receptacle, telephone and other wall outlet boxes in drywall shall be 4"
square X 1-1/2" deep. For furred-out block walls, provide 4" square box with
required extension for block depth and required extension for drywall depth.
E. All flush outlets shall be mounted so that covers and plates will finish flush with
finished surfaces without the use of shims, mats or other devices not submitted or
approved for the purpose. Add-a-Depth rings or switch box extension rings (Steel
City #SBEX) are not acceptable. Plates shall not support wiring devices. Gang
switches with common plate where two or more are indicated in the same location.
Wall-mounted devices of different systems (switches, thermostats, etc.) shall be
coordinated for symmetry when located near each other on the same wall. Outlets
on each side of walls shall have separate boxes. Through-wall type boxes shall not
be permitted. Back-to-back mounting shall not be permitted. Trim rings shall be
extended to within 1/8" of finish wall surface.
F. Outlet boxes mounted in metal stud walls, are to be supported to studs with two (2)
screws inside of outlet box to a horizontal stud brace between vertical studs.
G. All outlet boxes that do not receive devices in this contract are to have blank plates
installed matching wiring device plates.
H. Covers for cast boxes (flush and surface) installed in damp or wet locations shall be
UL approved for weatherproof locations (UL standard 498 and 514; OSHA standard
Subpart "S"; NEMA Standard WD-1) with plug inserted and shall comply with NEC-
410-57b; shall be heavy cast copper free aluminum with 2 coat baked epoxy finish;
self closing door with stainless steel hinge and springs; EPDM gaskets. Provide
Crouse Hinds, Appleton or equal. This requirement includes outlets mounted flush in
exterior lighting poles.
1.02 MOUNTING HEIGHT
July 26, 201016130-1Collier County Utilities
NCRWTP High Service Pump VFD Replacement
A. Height of wall outlets to bottom above finished floors shall be as follows, unless
specifically noted otherwise. Verify with the Architectural plans and shop drawings
for installing.
Switches 4'-0" Maximum to centerline
Receptacles 1'-4"
Lighting Panels (top of Panel Trim) 6'-6"
Phone Outlets 1'-4"
B. Bottoms of outlets above counter tops or base cabinets shall be minimum 2" above
counter top or backsplash, whichever is highest. Outlets may be raised so that
bottom rests on top of concrete block course, but all outlets above counters in same
area shall be at same height. It is the responsibility of this Division to secure cabinet
drawings and coordinate outlet locations in relation to all cabinets as shown on
plans, prior to rough-in, regardless of height shown on Division 16 drawings.
C. Height of wall-mounted fixtures shall be as shown on the drawings or as required by
Architectural plans and conditions. Fixture outlet boxes shall be equipped with
fixture studs when supporting fixtures.
1.03 SPECIAL PURPOSE OUTLETS
A. Locate special purpose outlets as indicated on the drawings for the equipment
served. Location and type of outlets shall be coordinated with appropriate trades
involved. The securing of complete information for proper electrical roughing-in
shall be included as work required under this section of specifications.
1.04 SUBMITTALS
A. Submit product data on all different types of outlet boxes, floor boxes and
associated trim/plaster rings.
END OF SECTION
July 26, 201016130-2Collier County Utilities
NCRWTP High Service Pump VFD Replacement
SECTION 16134
PANELBOARDS
1.01 GENERAL
A. Panelboards shall be of deadfront design equipped with bolt on, quick-make, quick-
break circuit breakers of the thermal magnetic type and mains with lugs or main
breakers as shown on Panel Schedule. Panel bus shall be tin plated copper. Panel
Bus shall be density rated at 1000amps/square-inch based on a 40 degree
centigrade ambient. Temperature rated bus is not acceptable. Bus shall be braced
for a minimum capacity equal to or greater than the available fault current at the
panel. Double and triple pole breakers shall be of the common trip, single handle
type. Enclosures for panelboards shall be galvanized and painted steel except
enclosures for panelboards located in corrosive, damp or wet locations shall be
stainless steel and NEMA-3R
B. Cabinets shall be surface or flush-mounted as shown on the drawings, constructed
of code gauge steel, galvanized or bonderized to prevent rust.
C. Size of wiring gutters and gauge of steel shall be in accordance with NEMA
Standards Publication No. PBI 57 and UL Standards No. 67. Cabinets shall be
minimum 20" wide for all panels.
D. Panels and breakers shall be rated for voltage and class of service to which applied.
Panels shall have lock and shall be keyed alike.
E. Panels shall be supplied with standard baked enamel finish; both cabinets and front,
except flush panels shall have galvanized cabinets.
F. All panelboard cabinets shall have a system grounding bar bonded to the
panelboard cabinet for connection of system grounding conductors. This bar shall
be mechanically and electrically isolated from the neutral bar. Panel fronts on flush
panels shall have completely concealed trim clamps and door hinges. Install four 1”
conduits from flush panels to ceiling space above and to ceiling or access space
below if available (for future use).
G. Mount a typewritten directory showing the actual circuit numbers, type of load and
room names on inside of door. Room or equipment names shall be actual names or
numbers used, not necessarily shown on the drawings. Provide type written
directory for all existing panels modified by this contract.
H. Provide panelboards by GE to match existing plant equipment.
1.03 SUBMITTALS
A. Product data and shop drawings:
1. Product data shall be submitted on:
July 26, 201016134-1Collier County Utilities
NCRWTP High Service Pump VFD Replacement
a. Panel
b. Cabinet
c. Bus
d. Construction
e. Dimensions
2. Shop drawing shall be submitted for each and every panel, each and every
panel drawing shall clearly indicate the following information:
a. U.L. Label
b. Each circuit breaker amperage rating, circuit number and
position/location in panel
c. Electrical characteristics of panel
d. Mains rating
e. Main device rating
f. Mounting
g. Dimension, width, depth, height
h. Bus material
i. Interrupting capacity of minimum rated breaker
END OF SECTION
July 26, 201016134-2Collier County Utilities
NCRWTP High Service Pump VFD Replacement
SECTION 16140
WIRING DEVICES
1.01 GENERAL
A. Wiring devices shall be extra heavy duty industrial specification grade. Switches
shall be silent type. Receptacles shall be duplex grounding type.
B. Cover plates for devices requiring them shall be 304 stainless steel except cast
boxes provide cast covers. All outside receptacles (weatherproof) shall be duplex
G.F.C.I. cast cover plates.
C. Voltage and ampere rating of switches shall be marked on switch, and shall conform
to voltage of system to which applied.
D. Covers for cast boxes (flush and surface) installed in damp or wet locations shall be
UL approved for weatherproof locations (UL standard 498 and 514; OSHA standard
Subpart "S"; NEMA Standard WD-1) with plug inserted and shall comply with NEC-
410-57b; shall be heavy cast copper free aluminum with 2 coat baked epoxy finish;
self closing door with stainless steel hinge and springs; EPDM gaskets. Provide
Crouse Hinds, Appleton or equal. This requirement includes outlets mounted flush in
exterior lighting poles.
E. Provide Surge Suppressor receptacles for all computer and electronic equipment.
Provide units that are UL 1449-1987 listed for category "A" and "B" and that meet
ANSI/IEEE 587 standards. Provide units that are rated 20 amps, 125 Volts NEMA
configuration 5-20R; Ivory color with condition indicator light and engraved or other
means of identification of special receptacle. Provide units with minimum capacity of
70 Joules; MOV technology with 3 mode protection; line to line, line to neutral, and
neutral to ground. Provide units capable of with standing 6500 amps peak surge
current for 8 x 20 microsecond impulse. Units that have plug in replaceable modules
are not acceptable. Provide units equal to Leviton, Pass and Seymour or approved
equal.
F. Acceptable manufacturers for wiring devices are General Electric, Bryant, Hubbell,
Pass and Seymour, Sierra, Leviton.
1.02 SUBMITTALS
A. Submit product data on all types of wiring devices including plates and engraving.
Provide one sample of each type device for approval.
END OF SECTION
July 26, 201016140-1Collier County Utilities
NCRWTP High Service Pump VFD Replacement
SECTION 16160
WALK-IN ELECTRICAL EQUIPMENT ENCLOSURE
PART 1
1.01 General
A. Provide a pre-engineered enclosure package with environmental conditioning
equipment. The enclosure is designed to house the specified electrical equipment and
associated equipment. Provide the enclosure that protects the internal electrical
equipment. The housing superstructure shall be self supporting and totally independent
from the interior equipment. Interior equipment does not act as walls or roof. The
housing supports and withstands all imposed loading as prescribed by the references
herein. No loading is transferred to the interior equipment in any way.
B. Provide structural components and panels designed for lifting from lugs pre-located on
the components and removable after erection. The complete enclosure and all its
components shall be manufactured from new materials.
C. The Equipment Building manufacture shall be an ISO9001 certified facility, with five or
more years experience in furnishing a complete Packaged Control Room Systems. The
Equipment Building shall be a factory fabricated and assembled metal modules
designed to house and environmentally protect electrical and electronic controls,
instrumentation and equipment as specified. Building manufacturer shall provide a
drawing of anchorage to slab and walls signed and sealed by a Florida Structural
Professional Engineer verifying loading.
D. Provide the equipment enclosure by TAW Custom Equipment, 1910 OLA AVENUE
TAMPA, FLORIDA 33602; 813 223-5800 or approved equal.
1.02 References
A. All division 16000 specifications and drawings.
1.03 Standards
The enclosure shall be designed and manufactured in accordance with industry
standards as outlined below.
A. National Electric Manufacturers Association (NEMA)
B. American Institute of Steel Construction (AISC)
C. NFPA 70 - National Electrical Code (NEC)
D. Florida Building Code latest edition (FBC)
E. American National Standards Institute / American Society of Civil Engineers
(ANSI/ASCE)
F. American Iron and Steel Institute (AISI)
G. American Welding Society (AWS)
H. Steel Structures Painting Council (SSPC)
I. American Society of Heating, Refrigeration and Air Conditioning Engineers ( ASHRAE)
J. Additional Codes and Standards as Identified
1.04 Delivery, Storage, and Handling
A. The equipment enclosure shall be shipped to the job site in panels and assembled on
site. The manufacturer shall off load and assemble the complete structure at the site.
1.05 Certifications
16160-1 Collier County Utilities
July 26, 2010
NCRWTP High Service Pump VFD Replacement
A. The enclosure shall be designed accordance with ASCE 7-02 “minimum design for
building and other structure” and shall conform to the latest edition of the Florida Building
Code FBC 2004 with all applicable amendments by Collier County Building Department.
B. The enclosure anchorages to concrete foundation shall be designed and provided by the
enclosure manufacturer for the applicable conditions. All anchors shall be designed by a
professional engineer registered in the State of Florida. All anchors shall be Type 316
stainless steel.
C. Enclosure manufacturer shall provide shop drawings and design calculations signed and
sealed by a professional engineer registered in the State of Florida for the enclosure,
components and anchorages. The enclosure/building complements and cladding shall
be designed for the conditions specified in ASCE 7-02, Florida Building Code (FBC), and
Collier County building Department Requirements.
PART 2 Products
2.01 Design Data
A. The Equipment Building is a Custom Equipment enclosure designed with factory formed
walls, and roof panel system. Provide wall and roof panels skinned inside and out with
powder coated marine grade, 5052-H32, aluminum, 1/8” thick except roof panel skin will
be minimum 3/18” thick and suitable for periodic maintenance foot traffic. Wall frames
will be fabricated from 2” x 3” x 1/8” steel tubing and powder coated after fabrication.
Roof frames will be fabricated from 2” x 4” x 1/8” steel tubing and power coated after
fabrication. Each panel is individually prepared and painted white using oven baked,
electro-statically applied acrylic powder coat system. Construction details ensure a
weather-tight assembly that does not depend on gaskets. Panels create a rigid, self-
supporting, self-framing structure offering a uniform wall exterior appearance.
B. The building shall be sized as required and as shown on the drawings to house the
equipment and provide adequate clearance and work space as required by the National
Electric Code.
C. The base plate shall be constructed from stainless steel and bolted to the floor and wall.
Panels shall be erected and fastened together with stainless steel tech screws. Roof and
wall panels will sandwich R11 rigid insulation within the frame. The enclosure
anchorages to concrete foundation shall be Type 316 stainless steel epoxy grout
hardware and provided and installed by the enclosure manufacturer.
D. The enclosure shall be air-conditioned incorporating 3 roof mounted air handling units.
One unit shall be a backup of the other two. Two units operate at a time. The backup
unit alternates operation every 24hours. On the failure of one unit the other unit shall
automatically function to maintain climate control and the control system shall notify the
operator of the failure through the PLC controls. HVAC alarm also initiated if all three
units are required to run. Unit shall be sized taking into account the heat generated from
internal equipment contribution as well as external ambient conditions to provide internal
temperatures between 65 and 85 degrees Fahrenheit year round. Unit shall be capable
of starting in low ambient conditions. Unit shall be state of the art Trane high efficiency.
E. The enclosure will have a two man doors with minimum dimension 3'-0" x 7'-0", one at
each end of the structure. One end door shall have a minimum 96” height and 48” wide
opening or standard 48” door with a removable transom. Doors will be insulated, double
walled aluminum, and fastened using a full length SS hinge. All man-doors will be
equipped with lockable, panic-type door hardware and automatic door closers. A drip
16160-2 Collier County Utilities
July 26, 2010
NCRWTP High Service Pump VFD Replacement
shield is included above all doors. Door jams are provided with adjustable gasketing
material around the interior of the door frame to ensure proper sealing of the doors. Door
thresholds are provided with flexible gaskets for weather protection at the bottom of the
door. Provide “Danger High Voltage / Keep Out” Signs on each door.
END OF SECTION
16160-3 Collier County Utilities
July 26, 2010
NCRWTP High Service Pump VFD Replacement
SECTION 16165
VARIABLE FREQUENCY DRIVES
PART 1 - GENERAL
1.01 FURNISHING OF EQUIPMENT
A. Unless specifically noted otherwise, variable frequency motor drives for all
equipment requiring them shall be furnished under this section. The drive
manufacturer shall furnish all required controls as specified herein and as
functionally required by section 16850 of these specifications.
B. The manufacturer shall be Allen Bradley. The drives shall be Powerflex-700 series
with necessary modifications to provide 2 second power loss ride through. The
manufacturer shall factory fabricate the drive cabinets to match the existing line and
load side conduit and wire conditions. The factory fabricated drives shall fit the
space of the existing drives as modified on the drawings.
1.02 DESCRIPTION OF SYSTEM
A. Factory-assembled, metal-enclosed VFD motor control units for distribution and
control of power from incoming line terminals to outgoing feeder terminals, installed
and tested in place. Where shown on drawings, furnish and install VFD units in
freestanding NEMA 1 gasketed, ventilated and filtered motor control cabinets as
herein specified. The motor control shall be supplied from a 3-phase, 3-wire 60 cycle
power system as shown. A U.L. label shall be provided on each Section indicating
compliance with UL Standards. The adjustable frequency drives and all components
shall be designed, manufactured and tested in accordance with the latest applicable
standards of ETL, UL, ANSI, and NEMA.
B. VFD Motor Control Units shall include all protective devices and equipment as listed
on drawings or as included in these specifications, with necessary interconnections,
instrumentation, and control wiring.
C. The VFD manufacturer shall be responsible for providing a system for the specific
installation intended, including considerations of conductor distances from the drive
to the motor. Each VFD drive shall include an output dv/dt filter system within the
VFD cabinet to limit voltage peak and voltage rise time at the motor terminals. The
filters must limit the voltage rise time and voltage peak at the motor terminals to
those required by NEMA MG1-1993, Section IV, Part 30 with voltage peak less than
1000 volts and rise time greater than 2 microseconds.
1.03 QUALITY ASSURANCE
A. Reference Standards:
1. American National Standard Institute (ANSI):
a. ANSI Y32.2-1975, Graphic Symbols for Electrical and Electronic
Diagrams.
b. ANSI Z55.1-1967 (R1973) Gray finishes for Industrial Apparatus and
Equipment.
August 4, 2010 16165-1Collier County SCRWTP
NCRWTP High Service Pump VFD Replacement
2. National Electrical Manufacturers Association (NEMA):
a. NEMA ICS-1, 2, 3, 4, 5, 6, controls and systems.
3. National Fire Protection Association (NFPA):
a. NFPA 70-2008, National Electric Code (NEC).
b. NFPA-70E-2009 Standard for Electrical Safety in the Workplace.
4. Underwriters' Laboratories, Incorporated (UL):
a. UL Electrical Construction Materials List, motor
controllers motor-control centers (NJAV), (HJOT) and (NLDX).
1.04 SUBMITTALS
A. Product Data:
1. Layouts showing concrete pad dimensions, conduit entrance and available
space, bus duct connections, electrical ratings, nameplate nomenclature,
and single-line diagrams in accordance with ANSI Y32.2 indicating
connections and controls with numbered terminals.
2. Frame sizes and Interrupting Capacity of unit.
3. Horsepower rating and rated voltage of unit.
4. Manufacturer's written recommendation for storage and protection,
installation instructions and field test requirements.
5. Manufacturer's instructions for tightening bus connections, performing
cleaning, and operating and maintaining motor control unit.
6. Submit written verification that overall dimensions are within the maximum
dimensions indicated on plans.
7. Submit manufacturer’s recommended spare parts list.
8. Submit Arc Flash analysis for drive output to motor. Provide in SKM format.
B. Shop Drawings:
1. Complete master wiring diagrams, elementary schematics and control
schematics shall be submitted for approval before proceeding with
manufacture. Suitable outline drawings shall be furnished as part of this
submittal. Standard or typical pre-printed sheets or drawings simply marked
to indicate applicability to this contract will not be acceptable. Shop drawings
shall be job specific.
2. A complete drawing indicating each point of interface with the process
control system and the type of signal provided or accepted at each point.
3. A complete drive programmers manual.
4. A drawing showing the layout of the VFD local control panel indicating every
device mounted on the door with complete identification.
5. Provide shop drawings on 11" X 17" or 22" X 34" paper and drawn with a
computer aided design (CAD) package. The computer aided design package
shall be Autocad or converted to Autocad format. Submittals shall include
hard copy and CD-ROM media electronic copies (dwg format).
6. Provide a drive system output arc-flash hazard analysis performed by the
manufacturer. The drive shall be labeled with an arc-flash hazard label per
NFPA-70E-2009. Provide within the drive a second arc-flash label to be field
attached to the motor disconnect.
1.05 WARRANTY
A. The equipment manufacturer shall provide a two year warranty from initial startup
and demonstration of the complete automatic controlled drive pump system to the
engineer. The equipment manufacturer shall guarantee that the equipment furnished
August 4, 2010 16165-2Collier County SCRWTP
NCRWTP High Service Pump VFD Replacement
is suitable for the purpose intended and free from defects of design, material and
workmanship. In the event the equipment fails to perform as specified, the
equipment manufacturer shall promptly repair or replace the defective equipment
without any costs to the owner (including labor, transportation, handling and
shipment costs). Warranty shall not cover damage to the equipment caused by
external sources and operator errors; however the units shall be protected from
power line surges and electrical fault conditions and therefore the warranty shall
apply to power line transient surge, ground faults, line to line faults, EMI and RFI
interference and other external electrical disturbance caused damage.
B. The VFD manufacturer shall maintain as part of a national network, engineering
service facilities within 150 miles of the project to provide start-up service,
emergency service calls, repair work, and service contracts.
1.06 SPARE PARTS:
A. Provide spare parts as follows: one set of all fuse types, one each type relay, MOV,
Phase Monitor, 6 sets of replacement filters, one complete set of VFD fan motors,
one set of pilot lights (LED type), one of each type thermal module or switch. In
addition provide circuit boards for: Gate Interface Board, PreCharge Board, Power
Interface BoardControl BoardPower Module, Heatsink FanHIM module.
PART 2 - PRODUCTS
2.01 GENERAL:
A. Provide VFD's as manufactured by Allen Bradley model Power-Flex 700H 18-pulse
clean power drive with integral phase shifting transformer unit. Provide clean power
controller utilizing 18-pulse rectification with harmonic cancellation techniques. The
clean power controller shall convert 3 phase utility power to a multi-phase shifted
converter input via a differential delta connected transformer and 18-pulse rectifier.
Provide Ethernet communications capability.
B. The VFDs shall be of the Pulse Width Modulated (PWM) design converting the utility
input voltage and frequency to a variable voltage and frequency output via a
two-step operation. Adjustable Current Source VFDs are not acceptable. IGBT
type Transistors shall be used in the inverter section. GTOs and SCRs are not
acceptable. The VFDs shall be current regulated. VFDs permitting instantaneous
over current trips other than for output short circuit are not acceptable.
C. All VFDs shall utilize a vector torque control strategy to regulate motor flux to
optimize motor torque without the need for encoders. VFDs requiring voltage, dwell
and current adjustments to achieve improved torque control are not acceptable.
D. The manufacturer shall supply variable frequency drives which must be compatible
with the pump motors for operation of these motors at motor full load amps. The
drives shall vary the output frequency from minimum to maximum pump speed
typically 6-60hz.
E. The drive shall be of sufficient capacity and provide a quality of output waveform so
as to achieve full rated and continuous output of the pump motor. All drives shall be
August 4, 2010 16165-3Collier County SCRWTP
NCRWTP High Service Pump VFD Replacement
factory built-up units complete with all necessary and specified components, as
hereinafter defined, which shall be supplied by the drive manufacturer as a unit.
Each built-up drive shall be tested by the drive manufacturer prior to shipment from
the factory and a certificate of the test provided.
2.02 Environmental Conditions
A. The drive shall accept plant power nominal AC voltage of 480V AC +10% -10%, 3
phase, 60 Hertz + 3%.
B. The operating ambient condition shall have a temperature range of 0 to 40 degrees
Celsius with a relative humidity of up to 95% (non-condensing).
2.03 Construction Techniques
A. The drive shall be of modular design to provide for ease and speed of maintenance
including removal of modules, with one maintenance technician.
B. All components shall be mounted in a NEMA type 1 gasketed, ventilated and filtered
enclosure properly sized to dissipate the heat generated by the power electronics.
The enclosure shall be painted with corrosion resistant coatings with finish paint of
ANSI 49 Gray. Either top or bottom entry of cables shall be permitted.
C. The DC bus shall be filtered by series inductor & capacitors to provide ripple free dc.
D. Circuit breakers. The operating mechanism shall be designed so that the door can
be padlocked in the "Off" position. Protection for the VFD's power circuit shall be
provided by use of circuit breakers and type "J" input fuses.
E. A relay shall be provided that energizes and provides 120V power to a motor space
heater when the drive is not running.
F. The drive shall meet any one of the following standards; CSA, ETL, UL.
G. All VFD's must be tested/run under load until rated operating temperatures is
achieved.
H. All low voltage (logic control) circuitry (12Vdc, 24Vdc and 120Vac) shall be
physically and electrically isolated from medium voltage (480 Vac, 600Vdc) power
circuitry to insure safety to maintenance personnel.
I. The VFD shall be furnished with a diagnostic indicator to show low bus/line and high
bus/line voltage conditions, timed current overload and inverter output fault. Drive
ready and Drive run status indication shall be standard.
2.04 ACCESSORIES
A. The unit shall include an incoming, UL listed, circuit breaker. Motor thermal
protection shall also provide single phase protection. A two position switch (hand-
auto) mounted on the controller door provides manual selection of local or auto
August 4, 2010 16165-4Collier County SCRWTP
NCRWTP High Service Pump VFD Replacement
control. The "Hand” position allows manual local keypad run/stop and speed control
of the VFD; the speed control shall be via a keypad mounted on the door calibrated
from 0-100% speed. The drive will first attempt to restart on the inverter up to a
maximum of three times on "Auto-Restart" before faulting out and waiting for
operator reset. The door of the VFD cabinet shall contain but not be limited to the
following devices:
1. Circuit breaker operating handle - mechanically interlocked with the door.
2. Key Pad and alpha numeric displays providing programming and manual
control of the drive.
3. Elapsed Time Meter.
4. VFD fault indicating light.
5. Hand auto switch.
6. Power On indicating light.
7. VFD Run indicating light.
8. Motor High Temperature indicating light.
9. Phase loss indicating light
10. Low Level shutdown indicating light.
2.05 Operating Characteristics
A. The variable frequency drive shall convert 3 phase, 60 Hertz input power to an
adjustable frequency and voltage (from 6 Hertz to 60 Hertz with a frequency stability
of +/- 1% of setting) for controlling the speed of AC induction motors. The converter
will be of the voltage source design using current controlled PWM techniques. The
input power factor of the drive shall be a minimum of .95 at all speeds and loads.
Variable frequency and voltage output shall provide constant volts per hertz
excitation for the motor up to 60 hertz.
B. Current source and other six pulse inverters are not acceptable. The output voltage
shall vary proportionally with the output frequency to maintain a constant volts/Hertz
value up to nominal frequency. Above nominal frequency, the output voltage shall
remain constant.
C. The modulating control scheme shall closely approximate actual sine wave current
throughout the speed range of the drive. The regulator shall be fully digital with
microprocessor control of frequency, voltage, and current. The frequency resolution
of the drive shall be .01 Hertz. All drive adjustments and custom programming shall
be capable of being stored in a non-volatile memory (EEPROM).
D. Current limit. A current limit circuit shall be provided to limit motor current to a
preset adjustable maximum level by reducing the drive operating speed or
acceleration rate when the limit is reached. Range of adjustment shall be from 50 to
115%.
E. The power unit's logic common shall be at ground potential.
F. Short circuit and ground fault protection. The VFD shall have an instantaneous
electronic trip circuit to protect the VFD from output line-to-line and line-to-ground
short circuits. The VFD must be capable of withstanding without damage to the
VFD, short circuits at 480V plus 10% (528V).
G. Instantaneous overcurrent trip capability. The VFD shall be capable of providing
August 4, 2010 16165-5Collier County SCRWTP
NCRWTP High Service Pump VFD Replacement
110% motor name plate service factor current for one minute. The VFD shall
include an instantaneous overcurrent trip. The VFD shall not restart after electronic
overcurrent trip until manually reset. Opening of the VFD's input and/or output line
switches while operating shall not result in damage to power circuit components.
H. Power loss ride-through. The VFD shall be capable of continued operation during
an intermittent loss of power for 2.0 second (120 cycles). The essential drive and
pump relay logic integrated within the drive shall be powered through the 24VDC
VFD power source during the power interruption for the 2 second duration. The VFD
drive will resume normal operation within 0.5sec if power is reapplied during the 2
second ride through duration.
I. Auto restart after power outage. The VFD shall be capable of starting into a
spinning motor. The VFD shall be able to determine the motor speed in any
direction and resume operation without tripping. If the motor is spinning in the
reverse direction, the VFDs shall start into the motor in the reverse direction, bring
the motor to a controlled stop, and then accelerate the motor in the preset method of
starting.
J. Transient and surge voltage protection. Transient and surge voltage protection shall
be provided through use of Metal Oxide Varistors (MOV's) and phase-to-ground filter
capacitors.
L. Auto restart after fault. The VFD shall automatically attempt to restart after a
malfunction or an interruption of power. If the drive reaches the limit of restarts
without successfully restarting and running for 90 seconds, the restart circuit shall
lockout and drop out the fault relay. Two Form C contacts shall be provided.
M. Motor overload protection. Provide electronic motor overload protection integral to
the inverter.
O. Frequency jump points: Provide (3) selectable frequency jump points in 1.0hz
increments, to be used to avoid critical resonance frequencies of the mechanical
system.
2.05 CONTROLS
A. Provide an operator panel with keypad and 2-line 20-character vacuum fluorescent
alphanumeric display. The display provides indication of any selected drive
functions; speed, load, motor volts, motor amps, diagnostic information,
programming functions, etc. The keypad provides a means of programming and
manually controlling the drive. Programming only keypads are not acceptable. The
key pad shall be used to input the following setup adjustments:
1. Minimum speed, 1 to 85%
2. Maximum speed, 50 to 100%
3. Linear accel, 2-25 seconds
4. Maximum output voltage, adjustable
5. Volts/Hertz, adjustable.
6. Local setpoint reference.
7. Current Limit Setpoint.
8. Selectable carrier frequencies, V/Hz, and critical frequency avoidance
lockout.
9. Multiple attempt restarts
D. Remote Controls: The VFD drives shall each have a dedicated Ethernet connection
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to the plant control system with all parameters within the drive accessible to the
control system. As a minimum provide the following inputs and outputs for remote
operator control from the plant computer system.
1. Drive Digital inputs
a. Start/Stop
b. Drive Reset
2. Drive Digital outputs
a. VFD in remote and Ready.
b. Drive running
c. Motor winding over temperature, low level trip.
d. VFD temperature fault
e. VFD fault.
3. Analog inputs/outputs
a. Motor speed analog feedback output
b. Remote speed Setpoint analog input
c. Drive output current
E. Internal Control Wiring: Each control wiring conductor shall have heat shrink
identification labels on each end of termination. Terminations shall be made to
screw terminal strips. All points of terminal strips are to be labeled to match
conductor labeling.
PART 3 - EXECUTION
3.01 INSPECTION
A. Examine area to receive motor-control units to assure adequate clearance for motor
control unit installation. Check that concrete pads are level and free of irregularities
for motor control centers.
C. All workmanship utilized in the manufacture and installation of this system shall be
of the highest quality and performed in a manner which is consistent with all
accepted practices for industrial controls.
B. The installing contractor shall guarantee that installation of the system is in
accordance with the manufacturer's instructions.
C. The supplier shall construct and verify proper operation of the assembled system
under simulated conditions with motors of similar characteristics; before shipment to
the site. These performance tests shall be repeated once the system is installed
and re-assembled.
3.02 INSTALLATION
A. Install motor control units in accordance with manufacturer's written instructions, and
NEC.
B. Provide rubber insulation mats on floor in front of motor control center for entire
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length of center. Mats to be minimum 3 feet wide or equal to isle width. Provide
OSHA approved insulating mats meeting OSHA regulation 1910.137 with 30,000
volt insulating strength (Matworks or equal, 800 336-4604).
3.03 START UP SUPERVISION AND TRAINING
A. The system supplier shall provide a factory trained and authorized service
technician to inspect all final connections and check the system prior to start-up of
the pump drive system. The service technician shall coordinate with the systems
integrator for complete functional check-out of the system. The factory authorized
person shall provide written certification that the installation meets or exceeds all
factory recommendations for proper operation.
B. Copies of the Operating and Maintenance manuals shall be prepared specifically for
this installation and shall include all required specification sheets, drawings,
equipment lists, descriptions, etc. that are required to instruct operating and
maintenance personnel unfamiliar with such equipment.
C. A factory representative who has complete knowledge of proper operation and
maintenance shall be provided for one day to instruct representatives of the owner
and the Engineer in proper operation and maintenance. Training subjects shall
include, operator training, system repair, maintenance and detailed software
training. Training shall be conducted after system startup, testing, and control tuning
procedures are complete, and before final completion inspection testing. If there are
difficulties in operation of the equipment due to the installation or fabrication,
additional instruction days shall be provided as deemed necessary by the engineer
and at no cost to the owner.
END OF SECTION
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SECTION 16170
DISCONNECTS
1.01 GENERAL
A. All disconnect switches shall be heavy-duty type. Switches shall be fusible or non-
fusible and sized as noted on the drawings.
B. Switches shall be 240 volt rated on systems up to and including 120/208V and 600V
rated on higher voltage systems. All switches for motors shall be horsepower rated.
All switches shall be NEMA 4X stainless steel enclosure except switches mounted
in air-conditioned spaces. As an alternate to NEMA 4X stainless steel enclosure
provide NEMA 4X switches with aluminum enclosure as manufactured by Bryant.
As an alternate to NEMA 4X stainless steel enclosures provide polyglass enclosures
for 30amp (10hp) switches in the chemical areas equal to Hubbell Circuit-Lock.
C. Provide and install lugs on disconnect switch as required to accept conductors
called for on drawings.
D. Provide Switches with an externally operated handle; quick make quick break
mechanism; the handle shall be interlocked with the switch cover by means of a
defeatable interlock device. The switch shall be lockable in the "off" position with a
padlock. Switches shall have arch suppressors, pin hinges and be horsepower rated
at 600 volts.
E. All disconnect switches shall be furnished from the manufacturer with (2) normally
open and (2) normally closed interlock contacts. Motor space heater shall be wired
through one set of contacts. The other contact shall be wired through the local
off/remote motor switch at the disconnect location.
1.02 SUBMITTALS
A. Submit product data on all major types of disconnects.
END OF SECTION
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NCRWTP High Service Pump VFD Replacement
SECTION 16190
SUPPORTING DEVICES
1.01 GENERAL
A. Furnish and install all supports, hangers and inserts required to mount fixtures,
conduit, cables, pull boxes and other equipment furnished under this Division. All
supporting devices and hardware exterior of buildings or interior of structures except
in air conditioned spaces shall be stainless steel. Aluminum and non metallic
supports (fiberglass) and hardware will be reviewed by the engineer on a case-by-
case basis.
B. All items shall be supported from the structural portion of the building. Supports and
hangers shall be of a type approved by Underwriters' Laboratories. Wire shall not
be used as a support. Boxes and conduit shall not be supported or fastened to
ceiling suspension wires or to ceiling channels.
C. This Contractor shall lay out and install his work in advance of the laying of floors or
walls, and shall furnish and install all sleeves that may be required for openings
through floors, wall etc. Where plans call for conduit to be run exposed, this
Contractor shall furnish and install all inserts and clamps for the supporting of
conduit. If this Contractor does not properly install all sleeves and inserts required,
he will be required to do the necessary cutting and patching, later at his own
expense, to the satisfaction of the Engineer.
1.02 INSTALLATION
A. All steel conduits shall be securely fastened in place on maximum of 4 foot intervals;
all PVC conduits shall be securely fastened in place on maximum of 3 foot intervals
vertically and 2 foot intervals horizontally. Hangers, supports or fastenings shall be
provided at each elbow and at the end of each straight run terminating at a box or
cabinet. The use of perforated iron for supporting conduits will not be permitted.
The required strength of the supporting equipment and size and type of anchors
shall be based on the combined weight of conduit, hanger and cables. Horizontal
and vertical conduit runs may be supported by two-hole malleable straps, clamp-
backs, or other approved devices with suitable bolts, expansion shields (where
needed) or beam-clamps for mounting to building structure or special brackets.
B. Where two or more conduits one inch (1") or larger run parallel trapeze hangers may
be used consisting of concrete inserts, threaded solid rods, washers, nuts and
stainless steel "L" angle iron, or Unistrut cross members. These conduits shall be
individually fastened to the cross member of every other trapeze hanger with
malleable cast one hole straps, clamp backs, bolted with proper size stainless steel
machine bolts, washers and nuts. If adjustable trapeze hangers are used to support
groups of parallel conduits, U-bolt type clamps shall be used at the end of a conduit
run and at each elbow. J-bolts, or approved clamps, shall be installed on each third
intermediate trapeze hanger to fasten each conduit.
C. Hangers shall be made of durable materials suitable for the application involved and
shall be stainless steel.
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D. On concrete or masonry construction, use "Tapcon" type fasteners. For brick
construction, insert anchors shall be installed with round head machine screws. In
wood construction, round head screws shall be used. An electric or hand drill shall
be used for drilling holes for all inserts in brick, concrete or similar construction. In
brick, inserts shall be near center of brick, not near edge or in joint. Where steel
members occur, it shall be drilled and tapped, and round head machine screws shall
be used. All screws, bolts, washers, etc., used for supporting conduit or outlets shall
be fabricated from stainless steel, or approved substitution.
END OF SECTION
16190-2Collier County SCRWTP
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SECTION 16501
LIGHTING FIXTURES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Description of System
1. Light fixtures furnished under this Division shall be furnished complete with
lamps and all necessary trim and mounting hardware, and installed as
shown on the drawings.
2. Light fixtures shall be neatly and firmly mounted, using standard supports for
outlets and fixtures. See special mounting requirements as detailed on the
drawings.
3. Lamps shall be included in the system guarantee for a period of ninety (90)
days after final acceptance of the building.
1.02 CODES
A. The WORK of this Section shall comply with the current editions of the following
codes:
1. National Electrical Code (NEC), NFPA 70
2. Florida Building Code (FBC)
1.03 SPECIFICATIONS AND STANDARDS
A. Except as otherwise indicated, the current editions of the following apply to the
WORK of this Section.
1. UL Underwriters Laboratories
2. CBM Certified Ballast Manufacturer's Association
1.04 SUBMITTALS
A. Shop Drawings
1. Shop Drawings and manufacturers data shall be submitted for the following
items:
a. Luminaire data shall show full-size cross sections. Indicate finished
dimensions, metal thickness, U.L. Label, finish, lens/louver thickness
and materials.
b. Show mounting details, including hung ceiling construction.
c. Indicate type of ballast and manufacturers and ballast quantity and
location. Include information as to power factor, input watts and ballast
factor.
d. Indicate lamps to be utilized and quantity.
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e. Include a complete listing of all luminaries on a single sheet. This
listing shall contain the luminaire type, manufacturer’s catalog number,
applied voltage, lamps, ballast type and luminaire quantities.
f. The Engineer reserves the right to require submittal of a complete
sample fixture for any fixture type.
g. For exterior post/pole mounted light fixtures, clearly indicate hand hole
and lightning protection ground lug mounted to post/pole at hand hole
inside post/pole.
h. Signed and sealed shop drawings and calculations shall be submitted
for all exterior pole mounted fixtures. The seal must be of a registered
professional engineer certifying that the foundation and pole/fixture
assembly meets or exceeds the wind load criteria of the Florida
Building Code 2002. The foundation details shown on the plans are
for bidding purposes only; the contractor shall provide the foundation
and pole assembly necessary for compliance as submitted at no
additional cost to owner.
i. Product data shall be submitted showing manufacturer’s written
recommendations for storage and protection, and installation
instructions.
PART 2 – PRODUCTS
2.01 APPROVED MANUFACTURERS
A. Luminaires
1. Acceptable manufacturers are listed in the lighting fixture schedule shown on
the Drawings.
2. The designations indicated on the lighting fixture schedule are a design
series reference (not necessarily a complete catalog number) and do not
necessarily represent the number, size, voltage, wattage, type of lamp,
ballast, finish trim, ceiling type, mounting hardware of special requirements
as specified hereinafter on as required by the particular installation(s) and
code. Contractor shall verify these requirements and order fixtures as
required to give proper installation per the contract documents and per
codes.
B. Ballasts
1. It is preferred that all ballasts shall be of the same manufacturer. Every effort
shall be made to eliminate ballasts from multiple manufacturers. Ballasts
within luminaires of a given type must however be of the same
manufacturer. Multiple manufacturers will not be permitted.
2. Approved Manufacturers:
a) Motorola
b) Advance Transformer Co.
c) Magnetek
d) General Electric
C. Lamps
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1. All lamps shall be of the same manufacturer. Multiple manufacturers are not
permitted.
2. Approved Manufacturers:
a) General Electric
b) Philips
c) Osram Sylvania
2.02 MATERIALS
A. All lighting fixtures mounted outdoors subject to dampness and insects shall have
gasketing material between lens door and frame to completely seal interior of fixture.
Knockouts and holes in fixtures housing shall be closed and sealed. All fixtures
shall be complete with lamps, shielding brackets, concrete bases, anchor bolts, and
all necessary fittings and accessories for a complete installation.
B. Plastic Lenses and diffusers:
1. Virgin acrylic unless otherwise noted. De-staticize after cleaning. Install and
leave with no finger prints or dirt marks on the lens or diffuser. Lenses shall
be provided on all recessed metal halide luminaires.
2. Minimum unpenetrated thickness for Parabolic or conical element diffuser:
0.085 inch.
3. Minimum nominal thickness: 0.125 inch.
C. Parabolic Luminaire Care: Parabolic luminaires to be installed with mylar cover over
louvers. Cover shall be U.L. listed for temporary lighting. Upon completion of work,
remove mylar cover with white gloves and blow clean reflectors.
D. Finish: Porcelain or baked enamel finish matte white on interiors with minimum
tested reflectance of 90 percent matte white finish or as specified in visible exterior.
Thoroughly clean base metal and bonderize after fabrication.
E. Sockets: Incandescent lamp sockets - porcelain housings over copper screw shells,
with medium base sockets rated at 660 watts and 250 volts. Insulating joint in pull
chains. Fluorescent lampholder - white, heat-resistant plastic rated 660 watts and
600 volts. Fluorescent industrial sockets - heavy-duty, multi-socket, metal-clad,
spring-loaded. Provide heavy-duty sockets for H.I.D. luminaires where mounted less
than 8'-0" AFF.
F. Luminaire Wiring: Minimum individual luminaire wiring - number 18 gauge with
insulation at rated operating temperature of 105 degrees Centigrade or higher.
Terminate wiring for recessed luminaires, except fluorescent units, in an external
splice box.
G. Ballasts
1. Ballasts for F32T8 lamps shall be:
a) High frequency solid state electronic.
b) Instant start, parallel operation.
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c) 50 F minimum starting temperature unless otherwise noted
d) Minimum 0.87 ballast factor
e) aximum total harmonic distortion (THD) 10%
f) High power factor, minimum 95 %
g) Sound rated A
2. High-power factor (over 90 percent). Certified Ballast Manufacturers'
Certification, ballast case temperature not to exceed 90 degrees Centigrade
during normal operation in 30 degrees Centigrade ambient temperature.
Ballast voltage: 120 or 277 volts, as required by circuiting. Ballast shall be
provided with the best sound rating available.
3. Built-in self-resetting thermal actuated device will remove ballast from line
when excessive ballast temperature is reached. U.L. Class P, CBM certified
100% output.
4. The conductors between ballasts and lampholders shall have an approved
insulation for 1,000 volts. This includes conductors to and from remote
ballasts.
5. High-intensity discharge ballasts shall be constant wattage autotransformer
type with built-in thermal protection, minimum power factor of 80%. 12" min.
leads.
6. Provide ballasts with voltage characteristics to match that of all related
circuitry indicated on the Drawings. No extra compensation will be allowed
for failure to properly coordinate ballast voltage with circuitry.
7. Ballasts for control of lamps in one housing or fixture unit shall not control
lamps of an adjoining unit, except as otherwise noted.
8. Guarantee ballast for one full year and one year prorated as per standard
manufacturer's warranty against defects for a period of 2 years. Guarantee
to include replacing defective ballast with new ballast.
9. Provide dimming ballasts as required for fixtures controlled by individual
dimming or dimming systems.
H. Lamps
1. Provide a complete set of new lamps in each fixture.
2. Unless noted otherwise lamps must conform to the following:
a) Fluorescent: T-8, 35k color.
b) Incandescent: "A" lamps to be inside frosted rated at 130 volts.
c) Compact Fluorescent: triple Twin tube, 4-pin
d) HID: Metal Halide, clear, universal base
I. Luminaires installed recessed in a metal pan ceiling shall have a flange type trim to
overlap abutment of adjacent pans.
J. Where utilized as raceways, luminaires shall be suitable for use as raceways.
Provide feed through splice boxes where necessary.
K. Where ceiling mounted fixtures are called for in the Light Fixture Schedule and on
the drawings, this contractor shall provide fixture trims and supports as required to
match type of ceiling system which will be furnished. No ceiling fixtures shall be
ordered until the Ceiling System Installer has given written approval of the method
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and location of fixture hanging and fixture type. Fixtures supported by suspended
ceiling systems shall be securely fastened to the ceiling framing member by
mechanical means, such as bolts, screws, or rivets. Clips identified for use with the
type of ceiling frame member(s) and fixture(s) shall also be permitted. Where
fixtures are supported by the suspended ceiling system; the ceiling system shall
have a minimum (2) opposite corners tied to structure at each fixture location; this
contractor shall be responsible for doing this work or for having the ceiling contractor
perform it.
L. All exterior post/pole mounted light fixtures shall have a hand hole at the base,
lightning protection in hand hole and ground conductor connected to ground rod at
base. Hand hole shall provide easy access to light fixture fusing and lightning
protection ground lug. Lightning protection ground lug shall be provided inside
post/pole, electrically in contact with pole, for connection to ground rod. Provide and
install ground wire from ground lug to ground rod, concealing ground wire through
post/pole base. Anchor bolts to be galvanized.
M. All interior and exterior light fixtures shall not have any labels exposed to normal
viewing angles. This includes manufacturer labels and U.L. labels. All labels shall
be concealed within the body of the fixture and/or luminaire. No manufacturers
name or logo shall appear on the exterior of any light fixtures unless approved in
writing by engineer.
N. All light fixtures shall adhere to U.L. Test Standard #1571 and Section #410-65C of
the National Electric Code. All manufacturers shall provide the required thermal
protection as required.
PART 3 – EXECUTION
3.01 INSTALLATION
A. Install luminaires in mechanical and unfinished areas after ductwork and piping
installation. Adjust fixture locations to provide the best lighting for equipment access
and service locations. Locate fixtures 8 feet 6 inches above floor, or at suitable
locations within space on walls but not lower than 7'-0" AFF.
B. The Contractor shall protect luminaires from damage during installation of same and
up to time of final acceptance. Any broken luminaires, glassware, plastics, lamps,
etc., must be replaced by the Contractor with new parts, without any additional
expense to the Owner.
C. The contractor shall verify prior to ordering fixtures that each fixture scheduled has
correct type trim and support arrangement for the proposed ceiling construction.
D. Install all fixtures in accordance with manufacturer’s written instructions and the
NEC.
E. Pendant mounted units shall comply with the following:
1. Each stem shall have a brass or steel swivel or other self-aligning device of
type approved by the Engineer. The entire luminaire mounting (hickey,
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aligner, swivel, stem, etc.) shall be submitted to and approved by the
Engineer before installation.
2. An insulated malleable iron bushing shall be placed at luminaire end of stem
through which wire passes.
3. A pendant support using an approved sliding clevis bracket which firmly
grips an indentation in rigid sides of the wiring channel will be acceptable.
4. Connections between outlet boxes and luminaires shall be by means of
approved flexible raceways. The application of raceways directly between
luminaires is unacceptable.
F. Where luminaires are mounted upon surface-mounted outlet boxes in surface
mounted conduit runs, this Contractor shall furnish and install a luminaire canopy
sufficiently deep to permit exposed conduits to pass through. Canopy shall have
proper openings cut by luminaire manufacturer through which conduits may pass.
Submit sample of canopy for approval before installation.
G. Ceiling surface mounted fluorescent fixtures installed in exposed ceiling areas are to
be suspended from ceiling structure with all-thread rods and 1-1/2”x1-1/2” Kindorf
channels, full length of fixture/row. Mount outlet box at structure with flexible
connection to fixture.
H. Ducseal shall be installed to seal all conduits entering exterior light fixtures from
underground.
I. Install exit light as indicated on the drawings but not higher than 10'0" AFF. Size and
color of lettering shall comply with local codes.
J. Outdoor lighting shall be aimed in periods of darkness in front of the
owner/engineer.
3.02 COORDINATION WITH AMBIENT CONDITIONS
A. The Contractor is responsible for coordinating the characteristics and the U.L.
labeling of the luminaires and their components with the ambient conditions which
will exist when the luminaires are installed. No extra compensation will be permitted
for failure to coordinate the luminaires with their ambient conditions. These areas of
coordination include but are not limited to the following:
1. Wet location labels
2. Damp location labels
3. Low temperature ballasts
4. Dimming ballasts
5. Very low heat rise ballasts
6. Explosion proof
7. Plenums and air handling spaces
8. Fire rated ceilings
9. Low density ceilings
10. Insulated ceilings
3.03 CLEAN-UP
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A. Luminaires:
1. Clean free from dust and dirt. Wash lens and glassware using cleaner such
as “Windex” and dry with absorbent paper. Clean plastic per manufacturer’s
recommendations; do not wipe. Lenses which are kept in original containers
until immediately prior to final inspection may not require cleaning. Clean
“Alzak” aluminum surfaces (reflectors, fixture cones and the like) per mfr’s
recommendations being careful to remove finger prints and smudges.
2. It is the contractor’s responsibility to remove any U.L. labels or
manufacturers labels from areas of fixture exposed to view and relocate
label to non-obtrusive area on fixture.
END OF SECTION
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SECTION 16850
PLC/HMI CONTROLS INTEGRATION
PART 1 - GENERAL
1.1 SCOPE
A. Furnish and install, complete with all accessories, modifications to an existing
programmable logic control based monitoring and control system as described
herein and shown on the contract drawings.
B. All system construction and programming will be the responsibility of the controls
integrator (PLC/HMI) system supplier. All materials and labor shall be provided
for a fully functional system including any items which are required for system
operation but are not specifically addressed in this document or on the contract
drawings.
C. This specification is intended to be used in conjunction with all drawings supplied
and is not intended to be complete without reference diagrams on system
configurations, etc. All bidders must conform to all areas of the documentation. It
is the intent of this specification that the system integrator have single source
responsibility for the complete (PLC/HMI) system package for the project; PLC
software and hardware modifications, HMI screen development modifications,
HMI report generation and coordination with the field instrumentation and
interconnecting conduit and control wiring for total system responsibility. The
existing PLC shall be upgraded for a separate Ethernet network to receive field
inputs and control VFD operations.
D. The contractor shall assume total systems responsibility for all aspects of this
system including installation, commissioning and start-up of the system, training
of operating personnel and coordinating interfaces between this system and
equipment provided by others. This responsibility shall include all modifications
within the existing PLC including but not limited to, termination of field cables,
terminal blocks, power supplies, surge suppression, interposing relays and other
control devices as required forming a complete system.
1.2 PLC/HMI SYSTEMS INTEGRATOR
A. The contractor shall utilize the services of one of the following PLC/HMI system
integrators for this project:
1. Rocha Controls (813)-628-5584
2. BCI Technologies (239) 433-9600
3. TAW Custom Equip (813) 223-5800 ext 1409
1.3 SUBMITTALS
A. Shop Drawings shall be submitted in accordance with Section 16050, Shop
Drawings, Product Data and Samples. These drawings shall include:
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1. A cover sheet consisting of a Bill of Material, purchase order number,
manufacturer's job number, Owner's name, location, application and
shipping address.
2. Modifications to mechanical layout drawings detailing the overall external
dimensions of all enclosures. Include all pertinent information such as
location of door handles, windows, lifting lugs and enclosure mounted
items such as pump controller chassis and I/O modules (show cable
connections on modules), relays, cooling fans, etc.
3. Details for mounting of the processor, I/O racks, relays, motor starters,
disconnect switch, fuse blocks, wireways, etc. All materials shall be
labeled to provide easy cross-reference to the Bill of Material listing.
5. Electrical drawings detailing all hardwiring, done by the supplier, to
devices such as relays, disconnect switches, fuse blocks, etc. Provide
individual wire numbers and relay contact cross-reference designations.
6. A description of all input and output modules by name, rack, module and
terminal location.
7. Modifications to the existing input/output listing indicating, PLC number,
drawing number, tag number, function description, I/O type, loop number
and PLC address number.
8. The last sheet(s) in the set shall describe all terminal block designations
and individual terminal numbers.
B. SOFTWARE SUBMITTALS
1. The programmer of the software shall have a minimum of 5 years
experience with software programming applications dealing with serial
communication of the type to be used. Provide resume of project
programmer.
2. The system integrator shall submit modifications to the existing graphic
screens and plant reports to be provided under this contract.
D. O&M Manuals; Existing plant PLC/HMI O&M manuals shall be updated for the
changes and modifications in this contract.
1. As-Built drawings of the Control Panels
2. Bill of Material listing for all components provided within the
PLC/termination cabinet (and any other panels provided) as well as
provided external instrumentation devices, with cut sheets and
operator's manual/user's reference books.
3. Description of Operation, Local. Describe the control that takes
place locally -- through the use of the local control panels and
operator interface. The written description should be supported
with pictorial representations such as the operator interface screens
or portion of an electrical drawing.
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4. Description of Operation, SCADA. Describe the control that takes
place at the North Plant SCADA Server, similar to the local
Operation Description listed above. Support the written description
with pictorial representations -- screens from the Intellution, or
pictures/images.
5. Update documentation for the PLC and its programming. Include
the RS Logix Report with: Processor Information listing, I/O
configuration, channel configuration, program file list, data file list,
complete ladder-logic printout, address assignment listings for all
Data Files/Bits (digital input, digital output, S2 hex Status, B3
Binary, T4 Timer, C5 Counter, R6 Control, N7 Integer, F8 Float,
others as utilized).
6. Complete documentation of the Intellution Screens and its
database/address assignment, similar to that above for the operator
interface. Include configuration/setup listings that were used for the
SCADA programming.
7. Complete electronic copy (disk or CD-ROM) of the PLC ladder logic
program. The licensed copy of the programming software as specified.
Complete electronic copy (CD-ROM) of the operator interface program.
The licensed copy of the programming software for the operator interface
if specified. Complete electronic copy (CD-ROM) of the Intellution Screen
files and any other configuration files that are specific to the
configuration/setup.
PART 2 - PRODUCTS
2.0 PLC/HMI FIELD INPUTS/OUTPUTS
A. The PLC/HMI controller shall be modified and be reprogrammed to monitor and
control the proposed variable frequency drives through the proposed Ethernet
network. The proposed Ethernet network will not be connected to the backbone
Ethernet network and be completely separate.
2.1 COMMUNICATIONS
A. The Contractor shall furnish, test, install and place in satisfactory operation a
Ethernet Industrial Protocol (IP) network. The network topology shall be a star
configuration consisting of unshielded twisted pair (UTP) Cat-6 copper cable
within control panels. Each connected device shall be equipped with its own
network interface unit.
B. Bi-directional communications between the network and network connected
equipment shall be provided by 10/100 base-T managed Ethernet switches. A
multilayered peer-to-peer communications protocol shall be employed. Protocol
shall be CSMA/CD ("Ethernet").
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C. Each individual VFD shall be connected to the network via a dedicated 10/100
Base-T Ethernet port from its Ethernet module. Provide and configure the
proposed Allen Bradley PLC 1756-EN2T Ethernet module connected to the
proposed 10/100base-T/FX transceiver/repeater (Switch). The PLC Ethernet
Communication Interface shall provide for a minimum 100M Baud TCP/IP
network. True duplex peer-to-peer, networking shall be supported.
2.2 Industrial Managed Ethernet Switch.
A. Provide one managed 10/100mbit/sec Ethernet switch with a minimum of 18
Ethernet ports with future expansion to 26 ports; one port will be used for control
of each drive and the remaining ports will be for future use. Provide mixed media
Ethernet switch with minimum 10-port RJ45 10/100Base-TX auto-sensing and 2-
port 100Base-FX. Provide Allen Bradley Stratix-8000 Switch model# 1783-
MS10T. Provide two Allen Bradley redundant power supplies.
1606-XLP30E
B. Fiber optic cable connectors shall be SC type. Each switch shall include
redundant power supply, cables and appurtenances. Each switch shall be rated
at 1310nm with a light loss budget of 13db between transmit and receive signal
strength.
C. Compliance:
1. IEEE 802.3, Store and Forward technology
2. IEEE 802.3 10/100BASE-T(X) and 100BASE-TX for the industrial use of
shielded twisted-pair cables ports support auto-negotiation, auto-crossing
and auto-polarity
3. Basic filtering services compliant to 802.1 D 1998
4. Flow Control 802.3x Broadcast limiter feature two priority queues in
compliant to IEEE 802.1 D (unicast messages) up to 50 switches in the
ring can be cascaded (fast media redundancy).
5. Management: SNMP v1,v2,v3, WEB Management, serial (V.24)
DHCP/BootP Client DHCP Option 82 Relay Agent Support of Auto-
configuration Adapter redundant voltage supply connections function
monitoring by LEDs and signal contact signal contact.
6.IGMP Snooping- Internet Group Management Protocol to forward and
-
filter multicast traffic. QoSQuality of Service provides prioritization of
network traffic in order to provide better network service. The primary goal
of QoS is to improve the latency of prioritized Ethernet packets required
for, real-time and other interactive applications.Port Mirroring -This
allows the traffic on one port to be duplicated and sent to a designated
mirror port. Switch utilizes RSLogix 5000 programming software for
configuration (AOP) and includes predefined Logix tags for diagnostics.
2.3 PLC/HMI SOFTWARE INTEGRATION
A. The control system integrator will completely integrate the proposed field
monitoring and control points into the existing PLC control system. Existing Hard
wired logic shall be removed or modified for use with the proposed Ethernet
control points. A full functional modified graphic screen development will be
included in the integration improvements project by this system integrator.
B. Provide modifications and additions to the Intellution computer software to
support the proposed listed alarms, status and control signals associated with the
July 26, 2010 16850-4Collier County Utilities
NCRWTP High Service Pump VFD Replacement
project. Create internal registers and signals as required to link real signals to
graphics for monitoring and keyboard for control. Each new signal shall be
individually defined and assigned to a new device file.
C. Modify existing Screen graphics for the proposed point list. Screen modification
presentation shall be comparable to the existing graphics screens with full use of
dynamic colors, levels and numeric values and tied to real time data. All analog
values shall be displayed in engineering units. Graphic levels shall be animated
in blue with levels that raise or lower in proportion to their signal values. Critical
analog and digital values shall flash amber when outside normal limits or when in
an alarm state.
D. Incorporate all required signals into the database and set limits and alarm values
based on owner requests and operational testing. All modifications to the
software shall be compatible with the existing format. The existing VFD control is
limited to: Start/Stop, Run, Speed Cmd and Low Level Lockout. Additional
signals will be incorporated into the database and displayed on the screens
including but not limited to: VFD Speed Feedback, VFD Fault, Aux Fault, VFD
auto/ready, Percent Motor FLA.
E. Add values to existing reports as directed by the owner.
F. Create new and modify existing reports for all proposed changes.
PART 3 - EXECUTION
3.1 INSTALLATION
A. The work included in this section consists of furnishing, installing and placing in
operation the instruments and appurtenances, including all conduit, wiring and
circuitry, necessary to provide the Owner with a fully operable system properly
calibrated and installed.
B. Include the services of a factory trained, qualified service engineer of the
equipment manufacturer to inspect the complete equipment installation to
assure that it is installed in accordance with the manufacturer's
recommendations, make all adjustments necessary to place the system in
trouble-free operation and instruct the operating personnel in the proper care
and operation of the equipment furnished.
C. All workmanship utilized in the manufacture and installation of this system shall
be of the highest quality and performed in a manner which is consistent with all
accepted practices for industrial controls.
3.2 START UP SUPERVISION
A. The system supplier shall provide a qualified service technician to inspect all
final connections and check the system prior to start-up of the system. The
service technician shall coordinate with the owner's representative for functional
check-out of the complete system.
July 26, 2010 16850-5Collier County Utilities
NCRWTP High Service Pump VFD Replacement
B. A system software engineer shall be provided on site during start up of the plant
to make adjustments to the Control Computer/ Operator Interface and tune the
system as deemed necessary by the engineer.
C. System verification marking end of suppliers on-site start-up obligations will be
issued after system functionality can be demonstrated for a period of 168
continuous hours without interruptions due to engineering error on the part of
the supplier.
3.3 FIELD TESTING
A. Conduct a field test of all the instrumentation equipment in the presence of the
Engineer, Owner, or their designated representative(s).
B. Verify that each instrument has been properly installed, connected, grounded
and calibrated.
C. Verify that the inputs/outputs functions of each instrument conform to the
requirements of the application.
D. Provide continuous protection of the installed instrumentation equipment from
the elements, moisture, construction damage, dust, debris, paint spatter or other
conditions which will adversely affect the unit operation until such time as the
equipment scheduled for start up testing.
E. Exercise each system as defined by each loop description through operational
tests to demonstrate that it performs as intended on a continuing basis and to
demonstrate the integrity of the system.
F. Make all necessary replacements, repairs, correction and/or adjustments
including but not limited to labor, parts and freight at no additional cost to the
owner to demonstrate a fully operational system.
G. The service technician shall calibrate all gauges and instruments. A documented
calibration and settings report shall be included in the O&M manuals.
3.5 START UP TESTING
A. After the field testing has been successfully demonstrated, a date for system
start up involving the Owner's operating personnel will be scheduled as agreed
to by the Owner.
B. Start up and test the instrumentation equipment with the entire system
operational.
C. Provide manufacturer's representative as directed by the Engineer for
instruction of Owner's operating personnel.
3.7 WARRANTY AND TRAINING
A. All products and systems herein must be warranted by the supplier for a period
of Two (2) years from the date of final completion.
July 26, 2010 16850-6Collier County Utilities
NCRWTP High Service Pump VFD Replacement
B. The system supplier shall also provide (1) day of training instruction to the
owner’s personnel to include; operator training; and PLC and Controls system
maintenance training including software maintenance training.
END OFSECTION
July 26, 2010 16850-7Collier County Utilities
NCRWTP High Service Pump VFD Replacement
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EXHIBIT N
CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT
E.B. Simmons
Page Mechanical
GC-CA-N-1