Item C04County of Monroe
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BOARD OF COUNTY COMMISSIONERS
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Mayor David Rice, District 4
IleOI1da Keys
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Mayor Pro Tem Sylvia J. Murphy, District 5
Danny L. Kolhage, District I
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George Neugent, District 2
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Heather Carruthers, District 3
County Commission Meeting
May 16, 2018
Agenda Item Number: C.4
Agenda Item Summary #4107
BULK ITEM: Yes DEPARTMENT: Emergency Services
TIME APPROXIMATE: STAFF CONTACT: James Callahan (305) 289 -6088
N/A
AGENDA ITEM WORDING: Approval to award bid and enter into an Agreement between
Monroe County Board of County Commissioners and 3rd Generation Plumbing, Inc., for the
installation of fire hydrants in unincorporated Monroe County.
ITEM BACKGROUND: On March 13, 2018, sealed bids were opened for the installation of fire
hydrants in Monroe County in response to RFP 166 -0 -2018. There were two (2) bids. (1) 3rd
Generation Plumbing; and (2) Charley Toppino & Sons. 3 Generation Plumbing was the
successful bidder with the best overall score and ranking. We are requesting that the Board accept
this bid and enter into a three (3) year contract commencing on May 16, 2018 and ending on April
30, 2021. The contract provides for a thirty (30) day written contract termination notice by either
party without cause. This contract provides for the installation of hydrants in the Lower Keys for
$10,200 per hydrant and in the Upper Keys for $11,200 per hydrant.
PREVIOUS RELEVANT BOCC ACTION: On August 29, 2013, sealed bids were opened for the
installation of fire hydrants in unincorporated Monroe County. Of the three (3) bids, 3 Generation
Plumbing was the successful bidder with the Board accepting the bid and entering into a contract
commencing on November 20, 2013 and ending November 19, 2016 for the installation of hydrants
in the Lower Keys for $8,200 per hydrant and in the Upper Keys for $8,840 per hydrant.
CONTRACT /AGREEMENT CHANGES:
N/A
STAFF RECOMMENDATION: Approval
DOCUMENTATION:
3rd Generation Plumbing Eff 5 -16 -18 Exp 4 -30 -21
Memo Review and Evaluation of Proposals Received
Copy of RFP Analysis (.pdf)
FINANCIAL IMPACT:
Effective Date: 5/16/18
Expiration Date: 4/30/21
Total Dollar Value of Contract: $10,200 per hydrant (Lower Keys); $11,200 per hydrant
(Upper Keys)
Total Cost to County: Based on funds appropriated each fiscal year
Current Year Portion: $102,384
Budgeted: Yes
Source of Funds: Fund 135
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing:
Grant:
County Match:
Insurance Required: Yes
Additional Details:
If yes, amount:
$10,200 per hydrant (Lower Keys)
$11,200 per hydrant (Upper Keys)
Pedro Mercado
05/16/18 135 -31503 DIST 3 FIRE & EMS PROJEC
$52,944.00
05/16/18 135 -31501 DIST 1 FIRE & EMS PROJEC
$46,231.00
05/16/18 135 -31502 DIST 2 FIRE & EMS PROJEC
$2,100.00
05/16/18 135 -31504 KEY COLONY BCH FIRE & EM
$1,109.00
Total:
$102,384.00
REVIEWED BY:
Pedro Mercado
Completed
04/20/2018 4:11 PM
James Callahan
Completed
04/23/2018 1:11 PM
Budget and Finance
Completed
04/23/2018 3:42 PM
Maria Slavik
Completed
04/24/2018 7:25 AM
Kathy Peters
Completed
04/24/2018 3:22 PM
Board of County Commissioners
Pending
05/16/2018 9:00 AM
CONTRACT BETWEEN
THE BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
AND
3rd GENERATION PLUMBING, INC.
FOR INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY
THIS CONTRACT, hereinafter "CONTRACT OR AGREEMENT" made and
entered into this 16' day of May, 2018 by and between Board of County Commissioners
of Monroe County, Florida, hereinafter referred to as "COUNTY ", and 3r Generation
Plumbing, Inc., hereinafter referred to as "CONTRACTOR ".
VIIA 11210*1WOU
WHEREAS, the COUNTY advertised a notice of request for proposals for
INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY; and
WHEREAS, the successful Respondent was 3r Generation Plumbing, Inc., and;
WHEREAS, this CONTRACTOR represents that it is capable and prepared to
provide such services, and;
WHEREAS, the COUNTY intends to enter into an agreement for the
INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY with the
CONTRACTOR and;
WHEREAS, this contract is an "Agreement" between both parties,
NOW, THEREFORE, in consideration of the promises contained herein, the parties
agree as follows:
1. CONTRACT DOCUMENTS — This contract consists of the Agreement, the
CONTRACTOR'S response to the RFP, the documents referred to in the Agreement as a
part of this Agreement and 3r Generation Plumbing. In the event of any conflict between
any of the contract documents, the one imposing the greater burden on the CONTRACTOR
will control.
2. CONTRACT PERIOD AND RENEWAL - The effective date of this Agreement
shall be May 16, 2018 through April 30, 2021.
3. CONTRACT TERMINATION - This Agreement may be terminated for any reason
by either party upon 30 -day written notice without cause. If the CONTRACTOR fails to
fulfill the terms of this Agreement, or attachments, properly or on time, or otherwise
violates the provisions of the agreement or of applicable laws or regulations governing the
use of funds, the County may terminate the contract by written notice. The notice shall
specify cause. All finished or unfinished supplies or services shall, at the option of the
County, become property of the County. The County shall pay the CONTRACTOR fair
and equitable compensation for expenses incurred prior to termination of the agreement,
less any amount or damages caused by the CONTRACTOR'S breach. If the damages are
more than compensation payable, the CONTRACTOR will remain liable after termination
and the County shall pursue collection for damages.
4. SUBJECT MATTER OF CONTRACT -- This contract is for the installation of Fire
Hydrants in unincorporated Monroe County in the following areas:
a. Lower Keys: From Mile Marker 40 (Seven Mile Bridge) west.
b. Upper Keys: From Mile Marker 47 (Seven Mile Bridge) East to the
Monroe -Dade County line, including Ocean Reef.
5. QUALIFICATION OF THE CONTRACTOR:
a. The CONTRACTOR performing installation, maintenance, repairs,
adjustments and related work shall be properly certified and/or licensed by the State
of Florida and the County of Monroe for the work to be performed.
b. Personnel performing work who are not certified or experienced in such
work shall be directly supervised (in person) by an individual with such
certification.
C. The CONTRACTOR performing installation, maintenance, repairs,
adjustments and related work shall be properly certified and/or licensed by the State
of Florida and the County of Monroe for the work to be performed
6. SERVICES TO BE PERFORMED BY CONTRACTOR:
a. The CONTRACTOR shall be responsible for obtaining all necessary
permits and approvals for the installation of the hydrants, including permits from
the FKAA, Monroe County Growth Management (Building Department), and
FDOT.
b. The CONTRACTOR shall begin the permitting phase for each requested
hydrant within 30 days of notification by the Monroe County Fire Marshal of the
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location(s) of the hydrant(s). The hydrant(s) shall be installed within 45 days after
the issuance of the last required permit (such date shall be transmitted in writing to
the Fire Marshal's Office).
C. The CONTRACTOR shall ensure that all installations, maintenance and
repairs are performed in a timely manner in accordance with operational needs.
d. The CONTRACTOR shall describe the approach and methodology he�she
will take to accomplish the services defined herein. This shall include information
on time for installation, schedule and availability, staffing, whether sub - contractors
are used, whether the CONTRACTOR owns the equipment used, and any other
relevant information explaining how the delivery of the product and the provisions
of services is accomplished.
e. The CONTRACTOR shall conform to the standards set forth by the Florida
Keys Aqueduct Authority's (FKAA) Minimum Construction Standards and
Specifications and in effect at the time of installation when connecting to an FKAA
water source. Respondent is advised that these standards may be amended from
time to time by the FKAA, and if they are updated within the contract period, the
Respondent shall be responsible for adherence to the new standards, at no additional
cost Monroe County. The current standards are attached and also available at
fkaa.com.
f. The CONTRACTOR shall be responsible for performing the installation of
fire hydrants.
g. The CONTRACTOR shall, within 30 days after completion of the fire
hydrant installation, a computerized report will be forwarded to Monroe County
Fire Rescue indicating the status of the hydrant and GPS coordinates. This will be
done for every hydrant when completed. This report must be emailed to the Deputy
Fire Marshal. The form shall be in Microsoft Excel format.
h. Notwithstanding any minimum insurance requirements prescribed
elsewhere in this agreement, Contractor shall defend, indemnify and hold the
COUNTY and the COUNTY's elected and appointed officers and employees
harmless from and against (i) any claims, actions or causes of action, (ii) any
litigation, administrative proceedings, appellate proceedings, or other proceedings
relating to any type of injury (including death), loss, damage, fine, penalty or
business interruption, and (iii) any costs or expenses that may be asserted against,
initiated with respect to, or sustained by, any indemnified party by reason of, or in
connection with, (A) any activity of Contractor or any of its employees, agents,
contractors or other invitees during the term of this Agreement, (B) the negligence
3
or willful misconduct of Contractor or any of its employees, agents, sub- contractors
or other invitees, or (C) Contractor's default in respect of any of the obligations that
it undertakes under the terms of this Agreement, except to the extent the claims,
actions, causes of action, litigation, proceedings, costs or expenses arise from the
intentional or sole negligent acts or omissions of the COUNTY or any of its
employees, agents, contractors or invitees (other than Contractor). Insofar as the
claims, actions, causes of action, litigation, proceedings, costs or expenses relate to
events or circumstances that occur during the term of this Agreement, this section
will survive the expiration of the term of this Agreement or any earlier termination
of this Agreement.
i. The CONTRACTOR shall supply all materials and labor for the installation
of specified fire hydrants including but not limited to: the hydrant itself (labor,
pipes, joints, bolts, valves, taps, thrust blocks, restraining clamps, backfill material,
excavation, asphalt, temporary paving, repair of pavement removed as a result of
installation, tools, cutting, barricades, traffic and warning devices and any and all
required permits. The contractor is responsible for absorbing any increase in
material costs throughout the term of the contract.
7. RATES -The following rates shall be per hydrant installation with no travel time
or mileage charged.
Lower Keys $10.200 ger hydrant
Upper Keys $11,200 ner hydrant
8. INSURANCE - During the term of this contract, the CONTRACTOR must keep in
force and effect the insurance required by Attachment G. Attachment G is attached and
incorporated into this contract.
9. ADDITIONAL REQUIRED STATEMENTS /VERIFICATIONS /AFFIDAVITS.
Attached hereto in Attachments B, C, D, E and F are Non - Collusion Affidavit, Public
Entity Crime Statement, Drug -Free Workplace Form, Conflict of Interest Clause, and
Indemnification to Hold Harmless.
10. PAYMENTS — The COUNTY shall pay CONTRACTOR within 30 days of the
completion of the rendered services on each hydrant and after proper invoicing by the
CONTRACTOR. All payments will be made in accordance with the Florida Local
Government Prompt Payment Act.
11. STANDARD OF CARE -- CONTRACTOR shall exercise the same degree of care,
skill, and diligence in the performance of Services as is ordinarily provided by a
4
professional CONTRACTOR, offering services for local governments in South Florida,
under similar circumstances and CONTRACTOR shall, at no additional cost to the
COUNTY, re- perform services which fail to satisfy the foregoing standard of care.
12. Monroe County's performance and obligation to pay under this contract is
contingent upon an annual appropriation by the Board of County Commissioners of
Monroe County, Florida.
13. Governing Law, Venue, Interpretation: This Agreement shall be governed by and
construed in accordance with the laws of the State of Florida applicable to contracts made
and to be performed entirely in the State.
In the event that any cause of action or administrative proceeding is instituted for
the enforcement or interpretation of this Agreement, the COUNTY and CONTRACTOR
agree that venue will lie in the appropriate court or before the appropriate administrative
body in Monroe County, Florida.
The COUNTY and CONTRACTOR agree that, in the event of conflicting
interpretations of the terms or a term of this Agreement by or between any of them the
issue shall be submitted to mediation prior to the institution of any other administrative or
legal proceeding.
This Agreement is not subject to arbitration.
14. CONTRACTOR shall maintain all books, records, and documents directly
pertinent to performance under this Agreement in accordance with generally accepted
accounting principles consistently applied. Each party to this Agreement or their
authorized representatives shall have reasonable and timely access to such records of each
other party to this Agreement for public records purposes during the term of the Agreement
and for four years following the termination of this Agreement. If an auditor employed by
the County or Clerk determines that monies paid to CONTRACTOR pursuant to this
Agreement were spent for purposes not authorized by this Agreement, the CONTRACTOR
shall repay the monies together with interest calculated pursuant to Sec. 55.03, FS, running
from the date the monies were paid to CONTRACTOR.
15. If any term, covenant, condition or provision of this Agreement (or the application
thereof to any circumstance or person) shall be declared invalid or unenforceable to any
extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and
provisions of this Agreement, shall not be affected thereby; and each remaining term,
covenant, condition and provision of this Agreement shall be valid and shall be enforceable
to the fullest extent permitted by law unless the enforcement of the remaining terms,
covenants, conditions and provisions of this Agreement would prevent the accomplishment
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of the original intent of this Agreement. The COUNTY and CONTRACTOR agree to
reform the Agreement to replace any stricken provision with a valid provision that comes
as close as possible to the intent of the stricken provision.
16. The COUNTY and CONTRACTOR agree that in the event any cause of action or
administrative proceeding is initiated or defended by any party relative to the enforcement
or interpretation of this Agreement, the prevailing party shall be entitled to reasonable
attorney's fees, court costs, investigative, and out -of- pocket expenses, as an award against
the non - prevailing party, and shall include attorney's fees, courts costs, investigative, and
out-of-pocket expenses in appellate proceedings. Mediation proceedings initiated and
conducted pursuant to this Agreement shall be in accordance with the Florida Rules of
Civil Procedure and usual and customary procedures required by the circuit court of
Monroe County.
17. The terms, covenants, conditions, and provisions of this Agreement shall bind and
inure to the benefit of the COUNTY and CONTRACTOR and their respective legal
representatives, successors, and assigns.
18. Each party represents and warrants to the other that the execution, delivery and
performance of this Agreement have been duly authorized by all necessary COUNTY and
corporate action, as required by law.
19. COUNTY and CONTRACTOR agree that all disputes and disagreements shall be
attempted to be resolved by meet and confer sessions between representatives of each of
the parties. If no resolution can be agreed upon within 30 days after the first meet and
confer session, the issue or issues shall be discussed at a public meeting of the Board of
County Commissioners. If the issue or issues are still not resolved to the satisfaction of
the parties, then any party shall have the right to seek such relief or remedy as may be
provided by this Agreement or by Florida law.
20. In the event any administrative or legal proceeding is instituted against either party
relating to the formation, execution, performance, or breach of this Agreement, COUNTY
and CONTRACTOR agree to participate, to the extent required by the other party, in all
proceedings, hearings, processes, meetings, and other activities related to the substance of
this Agreement or provision of the services under this Agreement. COUNTY and
CONTRACTOR specifically agree that no party to this Agreement shall be required to
enter into any arbitration proceedings related to this Agreement.
21. COUNTY and CONTRACTOR agree that there will be no discrimination against
any person, and it is expressly understood that upon a determination by a court of
competent jurisdiction that discrimination has occurred, this Agreement automatically
terminates without any further action on the part of any party, effective the date of the court
6
order. CONTRACTOR agrees to comply with all Federal and Florida statutes, and all local
ordinances, as applicable, relating to nondiscrimination. These include but are not limited
to: 1) Title VI of the Civil Rights Act of 1964 (PL 88 -352) which prohibits discrimination
on the basis of race, color or national origin; 2) Title IX of the Education Amendment of
1972, as amended (20 USC ss. 1681 -1683, and 1685 - 1686), which prohibits discrimination
on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC
s.794), which prohibits discrimination on the basis of handicaps; 4) The Age
Discrimination Act of 1975, as amended (42 USC ss. 6101 -6107) which prohibits
discrimination on the basis of age; 5) The Drug Abuse Office and Treatment Act of 1972
(PL 92 -255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) The
Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation
Act of 1970 (PL 91 -616), as amended, relating to nondiscrimination on the basis of alcohol
abuse or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC
ss. 690dd -3 and 290ee -3), as amended, relating to confidentiality of alcohol and drug abuse
patient records; 8) Title VIII of the Civil Rights Act of I968 (42 USC s. et seq.), as
amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The
Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe amended from
time to time, relating to nondiscrimination on the basis of disability; 10) Any other
nondiscrimination provisions in any Federal or state statutes which may apply to the parties
to, or the subject matter of, this Agreement.
22. COUNTY and CONTRACTOR covenant that neither presently has any interest,
and shall not acquire any interest, which would conflict in any manner or degree with its
performance under this Agreement, and that the only interest of each is to perform and
receive benefits as recited in this Agreement.
23. Public Records Compliance. CONTRACTOR must comply with Florida public
records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of
article I of the Constitution of Florida. The COUNTY and CONTRACTOR shall allow and
permit reasonable access to, and inspection of, all documents, records, papers, letters or
other "public record" materials in its possession or under its control subject to the
provisions of Chapter 119, Florida Statutes, and made or received by the COUNTY and
CONTRACTOR in conjunction with this contract and related to contract performance. The
COUNTY shall have the right to unilaterally cancel this contract upon violation of this
provision by the CONTRACTOR. Failure of the CONTRACTOR to abide by the terms of
this provision shall be deemed a material breach of this contract and the COUNTY may
enforce the terms of this provision in the form of a court proceeding and shall, as a
prevailing party, be entitled to reimbursement of all attorney's fees and costs associated
with that proceeding. This provision shall survive any termination or expiration of the
contract.
The CONTRACTOR is encouraged to consult with its advisors about Florida Public
Records Law in order to comply with this provision.
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Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the
CONTRACTOR is required to:
(1) Keep and maintain public records that would be required by the COUNTY to perform
the service.
(2) Upon receipt from the COUNTY'S custodian of records, provide the COUNTY with
a copy of the requested records or allow the records to be inspected or copied within a
reasonable time at a cost that does not exceed the cost provided in this chapter or as
otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the
duration of the contract term and following completion of the contract if the
CONTRACTOR does not transfer the records to the COUNTY.
(4) Upon completion of the contract, transfer, at no cost, to the COUNTY all public
records in possession of the CONTRACTOR or keep and maintain public records that
would be required by the COUNTY to perform the service. If the CONTRACTOR
transfers all public records to the COUNTY upon completion of the contract, the
CONTRACTOR shall destroy any duplicate public records that are exempt or confidential
and exempt from public records disclosure requirements. If the CONTRACTOR keeps and
maintains public records upon completion of the contract, the CONTRACTOR shall meet
all applicable requirements for retaining public records. All records stored electronically
must be provided to the COUNTY, upon request from the COUNTY'S custodian of
records, in a format that is compatible with the information technology systems of the
COUNTY.
(5) A request to inspect or copy public records relating to a COUNTY contract must be
made directly to the COUNTY, but if the COUNTY does not possess the requested records,
the COUNTY shall immediately notify the CONTRACTOR of the request, and the
CONTRACTOR must provide the records to the COUNTY or allow the records to be
inspected or copied within a reasonable time.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO
PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE
CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292 -3470.
24. Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation
of the COUNTY and the CONTRACTOR in this Agreement and the acquisition of any
commercial liability insurance coverage, self - insurance coverage, or local government
liability insurance pool coverage shall not be deemed a waiver of immunity to the extent
of liability coverage, nor shall any contract entered into by the COUNTY be required to
contain any provision for waiver.
25. All of the privileges and immunities from liability, exemptions from laws,
ordinances, and rules and pensions and relief, disability, workers' compensation, and other
benefits which apply to the activity of officers, agents, or employees of any public agents
or employees of the COUNTY, when performing their respective functions under this
Agreement within the territorial limits of the COUNTY shall apply to the same degree and
extent to the performance of such functions and duties of such officers, agents, volunteers,
or employees outside the territorial limits of the COUNTY.
26. Non - Delegation of Constitutional or Statutory Duties. This Agreement is not
intended to, nor shall it be construed as, relieving any participating entity from any
obligation or responsibility imposed upon the entity by law except to the extent of actual
and timely performance thereof by any participating entity, in which case the performance
may be offered in satisfaction of the obligation or responsibility. Further, this Agreement
is not intended to, nor shall it be construed as, authorizing the delegation of the
constitutional or statutory duties of the COUNTY, except to the extent permitted by the
Florida constitution, state statute, and case law.
27. No person or entity shall be entitled to rely upon the terms, or any of them, of this
Agreement to enforce or attempt to enforce any third -party claim or entitlement to or
benefit of any service or program contemplated hereunder, and the COUNTY and the
CONTRACTOR agree that neither the COUNTY nor the CONTRACTOR or any agent,
officer, or employee of either shall have the authority to inform, counsel, or otherwise
indicate that any particular individual or group of individuals, entity or entities, have
entitlements or benefits under this Agreement separate and apart, inferior to, or superior to
the community in general or for the purposes contemplated in this Agreement.
28. CONTRACTOR agrees to execute such documents as the COUNTY may
reasonably require, to include a Public Entity Crime Statement, an Ethics Statement, and a
Drug -Free Workplace Statement.
29. No covenant or agreement contained herein shall be deemed to be a covenant or
agreement of any member, officer, agent or employee of Monroe County in his or her
individual capacity, and no member, officer, agent or employee of Monroe County shall
be liable personally on this Agreement or be subject to any personal liability or
accountability by reason of the execution of this Agreement.
30. This Agreement may be executed in any number of counterparts, each of which
shall be regarded as an original, all of which taken together shall constitute one and the
same instrument and any of the parties hereto may execute this Agreement by singing any
such counterpart.
31. This agreement has been carefully reviewed by CONTRACTOR and the
COUNTY, therefore this agreement is not to be construed against either party on the basis
of authorship.
W
IN WITNESS WHEREOF, each party hereto has caused this contract to be
executed by its duly authorized representative.
BOARD OF COUNTY
COMMISSIONERS of MONROE
COUNTY, FL
(SEAL)
Mayor /Chairman
Attest: Kevin Madok, Clerk
Clerk
WITNESS:
Name and Address of Respondent
Authorized Representative Signature
Witness signature
m
SECTION FOUR: FORMS
0 Attachment A: Submission Response Form
0 Attachment B: Non - Collusion Affidavit
0 Attachment C:
Public Entity Crime Statement
0 Attachment D:
Drug -Free Workplace Form
Attachment E:
Lobbying and Conflict of Interest Clause
0 Attachment F:
Indemnification and Hold Harmless Form
0 Attachment G: Insurance Requirements (5 Pages)
Attachment H: Local Preference Form
0 Attachment 1: Florida Keys Aqueduct Authority Minimum Design and
Construction Standards Document
0
ATTACHMENT A
SUBMISSION PROPOSAL RESPONSE FORM
Installation of Fire Hydrants in Monroe County
Respondent's Name and Mailing Address: 3RD GENERATION PLUMBING, INC.
3980 OVERSEAS HIGHWAY, SUITE 101
MARATHON, FLORIDA 33050
Telephone and Fax Numbers 305 - 743-4245 OFF / 3055-743 -4299 FAX
All amounts must be written AND in number format. In case of a conflict between the amount in
words and the amount in numbers, the amount in words shall control.
Cost_ per hydrant:
Lower Keys $ 10,200.00
Upper Keys $ 11,200.00
a. Lower Keys: From Mile Marker 40 (Seven Mile Bridge) west.
b. Upper Keys: From Mile Marker 47 (Seven Mile Bridge) East to the Monroe -
Dade County line, including Ocean Reef.
I have included: � �[e�Se �G >�d ��''` * 2c��$
❑ Attachment A: Submission Response Form i
❑ Attachment B: Non - Collusion Affidavit
❑ Attachment C: Anti -Kick Back Affidavit
❑ Attachment D: Conflict of Interest Form
❑ Attachment E: Copy of appropriate State of Florida Business License
❑ Attachment F: Contractor's Qualifications Statement, which must provide list of personnel,
by name and title, contemplated to perform the work, including subcontractors.
❑ Attachment G: List of equipment and facilities available to do the work required
❑ Attachment H: Copy of licenses for personnel certified to perform Advanced Maintenance of
Traffic Operations or statement that a licensed individual shall be employed by
Bidder if Bidder is awarded Contract. Employees must be certified under Part VI
of the MUTCD, tort law, the FL RTDS 600 Series Index.
0 Attachment I: Contractor's General Operations Plan for execution of hydrant installation.
The plan shall identify Contractor's Representative.
❑ Attachment .I: Letter Regarding Experience
❑ Attachment K: Signed Trench Safety Act Form
❑ Attachment L: O.S.H.A. Standards Acknowledgement Form, 00303
❑ Attachment M: Evidence of Insurability or Copy of Certificates of Insurance naming Monroe
County Board of County Commissioners as additional insured.
❑ Attachment N: Indemnification and Hold Harmless
❑ Attachment O: Public Entity Crime Statement
❑ Attachment P: Drug Free Workplace Form
❑ Attachment Q: Lobbying & Conflict of Interest Clause —(Ethics Clause)
❑ Attachment R: Local Preference Form (if applicable)
27
(;1 Attachment S. Florida Keys Aqueduct Authority Construction Standards Document
(Check mark items above, as a reminder that they are included).
I state that I am authorized to submit this proposal
STATE OF FLORIDA
Signature of Respondent)
COUNTY OF MONROE
03/12/2018
Date
PERSONALLY APPEARED BEFORE ME, the undersigned
authority, JAMES N MASSARO who, after first being sworn by me, (name of
individual signing) affixed his/her signature in the space provided above on this
12TH day of MARCH , 20 18
My commission expires:
NOTARY PUBLIC
i
ADDENDUM •
February 20, 20181
INSTALLATION OF FIRE HYDRANTS
IN MONROE 1;
RFP-1 66-0-2018/la
BOARD OF MONROE COUNTY COMMISSIONERS
Mayor David Rice, District 4
Mayor Pro Tem Sylvia Murphy, District 5
Commissioner Danny Kolhage, District I
Commissioner George Neugent, District 2
Commissioner Heather Carruthers, District 3
COUNTY ADMINISTRATOR CLERK OF THE CIRCUIT COURT
Roman Gastesi Kevin Madok
MONROE COUNTY FIRE CHIEF
James Callahan
December 2017
Prepared by Monroe County Emergency Services
Page 1 of 3
ADDENDUM N4. 1
February 20, 2018
NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS
INSTALLATION OF FIRE HYDRANTS
IN MONROE COUNTY
RFP- 166- 0- 2018/la
The information contained in this Addendum modifies, supplements or replaces information
contained in the Bid Solicitation and is hereby made a part of the Contract Documents.
Pursuant to the terms of the Request for Competitive Solicitations for Installation of Fire Hydrants in
Monroe County, the County is issuing the following response to the request(s) for
information/question(s) received. The request will be restated verbatim followed by the County's
response.
The following request/question was received by the County on February 16, 2018:
Request 1 - The attachments listed on page 10 don't quite match up with the attachments listed
proposal form "Attachment A." In the same vein, the list of attachments on Attachment A (page 27) do
not correspond to the attachments below that. For example, Attachment C should be the Anti -Kick
Back Affidavit but is actually the Public Entity Crime Statement and Attachment D is listed as Conflict
of Interest Form but is actually the Drug -Free Workplace Form. There are several more mislabeled
like this. A few other attachments in the checklist do not appear to be included anywhere in the RFP,
such as Attachment K "Signed Trench Safety Act Form" and Attachment L "O.S.H.A. Standards
Acknowledge Form ".
COUNTY'S RESPONSE:
Pane 5 of the RFP, Section 1.04 "Disqualification of Respondent (Section 4 contains these forms), has
been updated to correct the listed attachments as follows:
A. Submission Proposal Response Form
B. Non - Collusion Affidavit
C. Public Entity Crime Statement
D. Drug -Free Workplace Form
E. Lobbying and Conflict of Interest Clause
F. Indemnification and Hold Harmless Form
G. Insurance Requirements (5 Pages)
H. Local Preference Form
I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and
Specifications
Page 10 of the RFP, "Forms ", has been updated to correct the listed attachments as follows:
A. Submission Proposal Response Form
B. Non - Collusion Affidavit
C. Public Entity Crime Statement
Page 2of3
D. Drug -Free Workplace Form
E. Lobbying and Conflict of Interest Clause
F. Indemnification and Hold Harmless Form
G. Insurance Requirements (5 Pages)
H. Local Preference Form
I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and
Specifications
Page 25 of the RFP "SECTION FOUR: FORMS" has been updated to correct the listed attachments
as follows:
A. Submission Proposal Response Form
B. Non - Collusion Affidavit
C. Public Entity Crime Statement
D. Drug -Free Workplace Form
E. Lobbying and Conflict of Interest Clause
F. Indemnification and Hold Harmless Form
G. Insurance Requirements (5 Pages)
H. Local Preference Form
I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and
Specifications
Paine 27 of the RFP "ATTACHMENT A" has been updated to correct the listed attachments as follows:
A. Submission Proposal Response Form
B. Non - Collusion Affidavit
C. Public Entity Crime Statement
D. Drug -Free Workplace Form
E. Lobbying and Conflict of Interest Clause
F. Indemnification and Hold Harmless Form
G. Insurance Requirements (5 Pages)
H. Local Preference Form
I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and
Specifications
Page 3 of 3
ATTACHMENT B
NON- COLLUSION AFFIDAVIT
I, JAMES N MASSARO , of the city of MARATHON,
FLORIDA 33050 according to law on my oath, and under penalty of
perjury, depose and say that;
1) I am_„ J N MASSARO , the respondent
making the Proposal for the project described as follows:
INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY FLORIDA
2) The prices in this proposal have been arrived at independently without collusion,
consultation, communication or agreement for the purpose of restricting competition, as to
any matter relating to such prices with any other respondent or with any competitor;
3) Unless otherwise required by law, the prices which have been quoted in this
proposal have not been knowingly disclosed by the respondent and will not knowingly be
disclosed by the respondent prior to proposal opening, directly or indirectly, to any other
respondent or to any competitor; and
4) No attempt has been made or will be made by the respondent to induce any other
person, partnership or corporation to submit, or not to submit, a proposal for the purpose
of restricting competition; and
5) The statements contained in this affidavit are true and correct, and made with
full knowledge that Monroe County relies upon the truth of the statements contained in this
affidavit in awarding contracts for said project.
STATE OF FLORIDA
COUNTY OF
(SiMVure of Respondent)
TV
MONROE 03/1212018
Date
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
JAMES N MASSARO who, after first being sworn by me, (name of
individual signing) affixed his/her signature in the space provided above on this
12TH day of MARCH , 20
My mission expires: =(I State of Florida
rula
NO Y PUBLIC n FF 914284 12019 OMB - CP FORM
iE
Attachment C
PUBLIC ENTITY CRIME STATEMENT
"A person or affiliate who has been placed on the convicted vendor list following a
conviction for public entity crime may not submit a proposal on a contract to provide any
goods or services to a public entity, may not submit a proposal on a contract with a public
entity for the construction or repair of a public building or public work, may not submit
proposals on leases of real property to public entity, may not be awarded or perform work
as a bidder, supplier, subbidder, or RESPONDENT under a contract with any public
entity, and may not transact business with any public entity in excess of the threshold
amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a
period of 36 months from the date of being placed on the convicted vendor list."
By executing this form, I acknowledge that Vmy company is in compliance with the
above.
STATE OF FLORIDA
COUNTY OF MONROE
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
JAME N MASSARO who after first being sworn by me, (name of
individual signing) affixed his/her signature in the space provided above on this
19TH day of _ MARCH , 20
y mmission expires:
ARY PUBLIC
6!•OMC/90sandx3 a yso
BQLbl6 �i uorssituwo� An a
81nAai� aitouaa
auuold f® "IS 3!rgnd k(tB1oN n•'
M Notary PubPre State of Florida Jeanette Gienlla My Commission FF 914289
74 Exprres 08131/2019
Attachment D
DRUG -FREE WORKPLACE FORM
The undersigned Respondent in accordance with Florida Statute 287.087 hereby certifies
that:
3RD GENERATION PLUMBING, INC.
(Name of Business)
1. Publishes a statement notifying employees that the unlawful manufacture, distribution,
dispensing, possession, or use of a controlled substance is prohibited in the workplace and
specifying the actions that will be taken against employees for violations of such
prohibition.
2. Informs employees about the dangers of drug abuse in the workplace, the business's
policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation,
and employee assistance programs, and the penalties that may be imposed upon employees
for drug abuse violations.
3. Gives each employee engaged in providing the commodities or contractual services that
are under proposal a copy of the statement specified in subsection (1).
4. In the statement specified in subsection (1), notifies the employees that, as a condition
of working on the commodities or contractual services that are under proposal, the
employee will abide by the terms of the statement and will notify the employer of any
conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 (Florida
Statutes) or of any controlled substance law of the United States or any state, for a violation
occurring in the workplace no later than five (5) days after such conviction.
5. Imposes a sanction on, or require the satisfactory participation in a drug abuse assistance
or rehabilitation program if such is available in the employee's community, or any
employee who is so convicted.
6. Makes a good faith effort to continue to maintain a drug -free workplace through
implementation of this section.
As the person authorized to sign the statement, I certify that this firm complies fully with
the above requirements.
Respondents Signature
MARCH 12TH, 2018
Date
OMB MCP FORM #5
31
Attachment E
LOBBYING AND CONFLICT OF INTEREST CLAUSE
SWORN STATEMENT UNDER ORDINANCE NO. 10 -1990
MONROE COUNTY, FLORIDA
ETHICS CLAUSE
JAMES N MASSARO /3RD GEN ERATION PLUMBING, INC. warrants that he /it has not employed,
retained or otherwise had act on his/its behalf any former County officer or employee in
violation of Section 2 of Ordinance No. 10 -1990 or any County officer or employee in
violation of Section 3 of Ordinance No. 10 -1990. For breach or violation of this
provision the County may, in its discretion, terminate this contract without liability and
may also, in its discretion, deduct from the contract or purchase price, or otherwise
recover, the full amount of any fee, commission, percentage, gift, or consideration paid to
the former County officer or employee.
(Signature)
Date: 0 3/12/20 18
STATE OF FLORIDA
COUNTY OF MONROE
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
JAMES N MASSARO
who, after first being sworn by me, affixed
his/her
My commission expires:
OMB - MCP FORM #4
KW
Attachment F
MONROE COUNTY, FLORIDA
RISK MANAGEMENT
POLICY AND PROCEDURES
CONTRACT ADMINISTRATION
MANUAL
Indemnification and Hold Harmless
for
Other Bidders and Subbidders
The Bidder covenants and agrees to indemnify and hold harmless Monroe County Board
of County Commissioners, its servants, agents and employees from any and all claims for
bodily injury (including death), personal injury, and property damage (including property
owned by Monroe County) and any other losses, damages, and expenses (including
attorney's fees) which arise out of, in connection with, or by reason of services provided
by the Bidder or any of its Subbidder(s) in any tier, occasioned by the negligence, errors,
or other wrongful act or omission of The Bidder or its Subbidders in any tier, their
employees, or agents.
In the event the completion of the project (to include the work of others) is delayed or
suspended as a result of the Bidder's failure to purchase or maintain the required
insurance, the Respondent shall indemnify the County from any and all increased
expenses resulting from such delay.
The first ten dollars ($10.00) of remuneration paid to the Respondent is for the
indemnification provided for above.
The extent of liability is in no way limited to, reduced, or lessened by the insurance
requirements contained elsewhere within this agreement.
�_,..
Re ndent's Signature
03/12/2018
Date
TCS
IT
Attachment G (f of 5)
INSURANCE REQUIREMENTS
FOR CONTRACT
INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain General
Liability Insurance. Coverage shall be maintained throughout the life of the contract and include,
as a minimum:
• Premises Operations
Products and Completed Operations
Blanket Contractual Liability
Personal Injury Liability
Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$500,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$250,000 per Person
$500,000 per Occurrence
$ 50,000 Property Damage
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its
provisions should include coverage for claims filed on or after the effective date of this contract.
In addition, the period for which claims may be reported should extend for a minimum of twelve
(12) months following the acceptance of work by the County.
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
GL2
34
Attachment G (2 of 5)
GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR CONTRACT
INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY, FL
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract involves either underground exposures,
explosive activities, or the possibility of collapse of a structure, the Contractor's General Liability
Policy shall include coverage for the XCU (explosion, collapse, and underground) exposures
with limits of liability equal to those of the General Liability Insurance policy.
GLXCU
35
Attachment G (3 of 5)
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR CONTRACT
INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract requires the use of vehicles, the Contractor,
prior to the commencement of work, shall obtain Vehicle Liability Insurance. Coverage shall be
maintained throughout the life of the contract and include, as a minimum, liability coverage for:
Owned, Non - Owned, and Hired Vehicles
The minimum limits acceptable shall be:
$300,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$100,000 per Person
$300,000 per Occurrence
$ 50,000 Property Damage
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
VL2
36
Attachment G (4 of 5)
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR CONTRACT
INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain
Workers' Compensation Insurance with limits sufficient to respond to the applicable state
statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less
than:
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease, policy limits
$500,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact business in the
state of Florida.
If the Contractor has been approved by the Florida's Department of Labor, as an authorized self-
insurer, the County shall recognize and honor the Contractor's status. The Contractor may be
required to submit a Letter of Authorization issued by the Department of Labor and a Certificate
of Insurance, providing details on the Contractor's Excess Insurance Program.
If the Contractor participates in a self- insurance fund, a Certificate of Insurance will be required.
In addition, the Contractor may be required to submit updated financial statements from the fund
upon request from the County.
WC2
37
Attachment G (5 of 5)
MONROE COUNTY, FLORIDA
Request For Waiver
of
Insurance Requirements
It is requested that the insurance requirements, as specified in the County's Schedule of Insurance Requirements, be
waived or modified on the following contract.
Contractor:
Contract for:
Address of Contractor:
Phone:
Scope of Work:
Reason for Waiver:
Policies Waiver
will apply to:�
Signature of Contractor:
Approved
Risk Management
Date
Not Approved
County Administrator appeal:
Approved: Not Approved:
Date:
Board of County Commissioners appeal:
Approved: Not Approved:
Meeting Date:
r-
91
ROURER(S) AFFORDING COVERAGE NAIC i
INSURERA: MmunlnderrrityCarrpary 25743
INSURED 3RD GENERATION PLUMBING INC wsuRER B : Traders PropfftyCasuelryConpa yalA erica 25674
3980OMERSEASHIGHU114Y INSuRERc: AllianzGlabd &CaWaleSpecialty A0298
MARATHON, FL 33050
INSURER O
Fe
GOYERAGES CERTIFICATE NUMBER: 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 EFF POLICY EIP
-LIOL POLICY HUMBER Ltl1m
A COwNACIAL GENERALLIABILITY y BDGDM04 -006 07121018 112019 E - S 1,000,00[
CI MS-MADE OCCUR PRA i 100,000
MED E)PWry cm ) S 5,000
AND EMPLOYERS' LIABILITY YIN
ANY PROPRIETORPARTNERIE)OECUTIVE
OFFIaER/MFJUIUER EXCLUDED? NIA
C
INLAND MARINE
E.L. DISEASE - POLICY LIMIT
SCHEDULED EQUIP
LEASED/ RENTED
s
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AddWonal Ramada Sche", maybe attached If more apace Is ngclnd)
Certificate holder is included as an add6anal inSrred for Goal Liabilityconerage on a blar9et basis as required bywilterl ca *act (CG 2033 0413) and AItD Liability (CA FO 079
0407)•
DESCRIPTION: INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY / RFR165.0- 2018Aa
14 ;LOJgNJA
®1988 -2095 ACORD CORPORATION. All rights reserved.
ACORD 25 (2015103) The ACORD name and logo are registered marks of ACORD
-J.
PERSONAL a M NtNJURY
i I,uUV,uuL
L AWREGATE LN IT EP S P
GENERAL AGGREGATE
S 2,000,17 X
N
FRO-
POUCY 0 J
[:1 LOC
PRODUCTS - OOMP/OPAGG
i 2,000
OTHER:
i
B
AuTomo
to LIABILRY
Y
B43BU7017fr18 -SEL
0202112018
0221 9
OOM BINFD SINGLE UMIT
S 1,000,00[
ANY AUTO
- - --
KCILY INJURY (Per parsm)
$
1
OS ONLY
ALffOS SCHEDULE
SWILY WJURY (Per aedderx)
i
HIRED
p
NON-OAN
ED
Y E
i
AUTOS ONLY
i
F
UMBRELLA LIAB
OCCUR
EACH OCCURRENCE
$
11 EXCESSUAB
CLAJMS -MADE
AGGREGATE
i
AND EMPLOYERS' LIABILITY YIN
ANY PROPRIETORPARTNERIE)OECUTIVE
OFFIaER/MFJUIUER EXCLUDED? NIA
C
INLAND MARINE
E.L. DISEASE - POLICY LIMIT
SCHEDULED EQUIP
LEASED/ RENTED
s
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AddWonal Ramada Sche", maybe attached If more apace Is ngclnd)
Certificate holder is included as an add6anal inSrred for Goal Liabilityconerage on a blar9et basis as required bywilterl ca *act (CG 2033 0413) and AItD Liability (CA FO 079
0407)•
DESCRIPTION: INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY / RFR165.0- 2018Aa
14 ;LOJgNJA
®1988 -2095 ACORD CORPORATION. All rights reserved.
ACORD 25 (2015103) The ACORD name and logo are registered marks of ACORD
coRC3' CERTIFICATE OF LIABILITY INSURANCE DATEIMMIODNYYY)
03/12/2018
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 have ADDITIONAL INSURED provisions or 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 endorsements).
PRODUCER NAME, Risk Management Department
Lockton Companies for PEMCO PHIS (886) 637 - 8949 x20$34 F Net: {877} 637-8949
444 West 47th Street #900 EMAIL
Kansas City, MO 64112 ADDRE Certs @progressiveemployer.com
INSUrIE S AFFORDING COVERAGE NAIC9
INSURER A: American Zurich Insurance Company 40142
INSURED INSURER B :
Progressive Employer Management Company, Inc. All. Emp: 3rd Generation Plumbing,
Inc. INSURER C :
6407 Parkland Dr INSURER D:
Sarasota, FL 34243
INSURER E
INSURER F
COVERAGES CERTIFICATE NUMBER:17FLOB5922218 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 ADDL BR POLICY EFF POLICY EXP
LTR PdJCYNUMBER MMIO M LIMITS
COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S
CLAIMS -MADE D OCCUR PREMISES $
MED EXP {Any one person) $
PERSONAL S. ADV INJURY S
GEWL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S
POLICY O JE T 0 LOC PRODUCTS - COMPlOP AGG S
OTHER: $
AUTOMOBILE LIABILITY COMBiN1159MA LIMIT S
Ea accident
ANY AUTO BODILY INJURY (Per ) $
OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY (Pere 1) $
HIRED NON -OWNED PROPERTY DAMAGE $
AUTOS ONLY AUTOS ONLY Per ewiderrl
$
UMBRELLA LIAB OCCUR EACHOCCURRENCE S
EXCESS LIAR CLAIMS MADE AGGREGATE S
DED RETENTIONS S
WORKERS COMPENSATION TATUTE ER
AND EMPLOYERS'LIABILMY YIN
ANYPROPRIETOR/PARTNERtEXECUTIVE E.'. EACH ACCIDENT $ I ' 9 00
A OFFICERIMEMBEREXCLUDED7 NIA WC 01_01-10-484-01 �1 10/01/2017 1010112018
(Mandatory In NH) E DISEASE - EA EMPLOYEE S 1,000,000
M Se deVAbe under
DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S 1, 000,000
Location Coverage Period: 10/01/2017 10/01/2018 Client# 565060 -FL
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If mars space Is required)
Coverage is provided for 3rd Generation Plumbing, Inc.
only those co- ernp"s 3980 Overseas Hwy Ste 101
of, but not subcontractors Marathon, FL 33050
to:
CERTIFICATE HOLDER CANCELLATIO
Monroe County Board of County Commissioners SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
1100 Simonton Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Key West, FL 33040 ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTAE
01988 -2015 ACORD CORPORATION. A Packet Pg. Z
ACORD 25120161031 The ACO name and loco are registered marks of ACORD
•
{e
Attachment H
LOCAL PREFERENCE FORM
A. Vendors claiming a local preference according to Ordinance 023 -2009 must complete this form.
Name of Bidder/Responder JAMES N MASSARO Date: a 03/12/2018
1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector dated at least
one year prior to the notice or request for bid or proposal? vF�q (Please furnish copy. )
2. Does the vendor have a physical business address located within Monroe County from which the vendor operates
or performs business on a day to day basis that is a substantial component of the goods or services being offered to
Monroe County? YES
List Address: 3980 OVERSEAS HIGHWAY, SUITE 101, MARATHON, FL 33050
Telephone Number: 305- 743 -4245
B. Does the vendor /prime contractor intend to subcontract 50% or more of the goods, services or construction to
local businesses meeting the criteria above as to licensing and location? NIA
If yes, please provide:
1. Copy of Receipt of the business tax paid to the Monroe County Tax Collector by the subcontractor dated at least
one year prior to the notice or request for bid or proposal.
2. Subcontractor Address within Monroe County from which the subcontractor operates:
NIA Tel. Number
Af MA
Print Name.
Sig ure and Title of Authorized Signatory for
Bi er/Responder
STATE OF FLORIDA
COUNTY OF MONROE
On this 12TH day of MARCH, 20 , before me, the undersigned notary public, personally appeared
Lsao o wn tom o be the person whose name is subscribed above or who produced
as identi� cation, and acknowledged that he/she is the person who executed the above
Local Preference Form for the purposes therein contained.
Nota bGc
JEAN E GIERULA
Print Name
My commission expires: � Seal
39 to .. Notary Public State of Florida
44% Jeanette Gienda
L ® y comnsisoloo FF 914289
vas w e Expires D813V2419
(Attachment I — 26 pages)
FLORIDA KEYS AQUEDUCT AUTHORITY
MINIMUM DESIGN AND CONSTRUCTION
STANDARDS AND SPECIFICATIONS
ENGINEERING DEPARTMENT
Revised: 12/12/2012
FLORIDA KEYS AQUEDUCT AUTHORITY
MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS
TABLE OF CONTENTS
I.
FORMAT FOR WATER MAIN DRAWINGS
1
II.
GENERAL DESIGN CRITERIA
5
III.
FIRE FLOW SERVICE CONSIDERATIONS
9
IV.
MATERIAL SPECIFICATIONS
to
V.
WATER MAIN CONSTRUCTION PROCEDURES
17
VI.
PRESSURE TESTING
23
VII.
DISINFECTION
24
VIII.
MATERIAL AND INSTALLATION STANDARDS 26
VIII.
STANDARD DETAILS
28
r-
FLORIDA KEYS AQUEDUCT AUTHORITY
MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS
I. FORMAT FOR WATER MAIN DRAWINGS
A. All drawings shall be done on 24" x 36" or I 1 "x 17" sheet with standard title block and
border. Lettering shall be 118" or larger to permit photographic reduction. Line quality shall be
uniform and heavy enough to permit legible copies to be made from original tracings.
B. Drawings shall include:
Cover sheet with location map, legend, sheet index, and general construction notes.
2. Plan views of proposed water mains.
3. Profile views as may be required.
4. Construction details. — indicate conflicts /separation with utilities
5. Locations of all existing utilities including existing water mains and valves.
6. Minimum scale shall be 1:40; maximum shall be 1:20.
7. Digital Copy -Auto Cad 2007 or newer
8. Signed and Sealed by a Florida Licensed P.E.
C. Location map shall show Key, mile marker and roads from U. S. 1 (reference DOT station
#) leading to location of work at a scale appropriate to clearly indicate all such
information. Legend shall include all symbols used on drawings. Sheet index shall reference all
sheets included with plans by name and number.
D. General construction notes shall be as follows:
I. The Contractor shall notify all utilities with facilities in proximity to the proposed water
main 72 hours prior to starting work and shall coordinate his work with utility representatives.
2. The Contractor shall notify the FKAA Contract Office 72 hours prior to starting work so
that inspection may be scheduled. Inspections will be made between 8:00 a.m. and 5:00 p.m.
Monday through Friday excluding legal holidays. When inspections are required after 5:00 pm or
on weekends and holidays the contractor shall reimburse FKAA for all costs incurred to perform
the inspections.
The FKAA observes the following holidays: New Years Day, Martin Luther King Day,
Presidents Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Columbus Day,
Thanksgiving Day, Day After Thanksgiving, Christmas Day, and/or as otherwise directed by
FKAA.
3. The Contractor shall be responsible for locating all the utilities in the proposed area of work
prior to proceeding by calling Sunshine at 1- 800 - 432 -4770. All excavation work must comply with
applicable State and Federal (OSHA) requirements, including the Florida Trench Safety Act.
4. The Contractor shall not interrupt water service to customers while making connection to
existing water mains without the presence of a FKAA Representative. Such tie -ins shall be
scheduled with the FKAA 48 hours in advance. The Contractor may be required in certain
instances to schedule his tie -in work at off -peak hours. Shut -downs shall be kept to a maximum of
2 hours, unless previously approved by the FKAA, pending extenuating circumstances.
5. The Contractor shall utilize an approved reduced pressure zone backflow preventer, and
meter all water taken from FKAA water mains for flushing, pigging, testing, and disinfection of
mains. Meters must be obtained from FKAA. All water metered during construction, will be billed
for construction.
6. The Contractor shall have a supervisor present on the jobsite at all times who is capable of
speaking, reading and writing in the English language.
7. No revisions shall be made to the plans without the written approval of the FKAA
Engineering Department.
8. Information shown on the drawings as to the location of existing utilities has been prepared
from the most reliable data available to the Engineer. However, this information is not guaranteed
and it shall be the responsibility of the contractor to determine the location, character and depth of
any existing utilities, at no additional cost to the FKAA. Extreme caution shall be exercised to
prevent damage to existing utilities. Repairs to existing utilities necessitated because of damage
caused by contractor's activities shall be at the expense of the Contractor. Any actions by the
Contractor necessitating repair to FKAA facilities will require that the Contractor notify the FKAA
Maintenance Department immediately and adhere to FKAA main break procedures. Repairs to
existing water lines will be made before construction continues.
9. No excavation shall be permitted in the area of the transmission pipeline without a FKAA
representative at the site. Contractor must excavate by hand when within 24" of an existing utility.
10. Construction shall be performed in such a manner as to provide a minimum of
inconvenience to the residents of the area. At no time shall roadways or pathways be blocked
without providing a well marked and easily accessible alternative route. Signs and markings shall
be provided in accordance with the Florida Department of Transportation Roadway and Traffic
Design Standards. Contractor shall submit to the FKAA a maintenance of traffic (M.O.T.) plan
that shows the scheme(s) that is intended for use on site. This shall include barricades, signing
and/or temporary striping. A 24 hour /day contact name and phone number shall be provided to
the FKAA Engineering Department. Both the M.O.T. Plan and contact shall be updated as needed.
For projects involving state roads, the M.O.T. must also be submitted to F.D.O.T. for approval.
For projects not within FDOT right-of-way, MOT shall be in accordance with Part VI of the
Manual of Uniform Traffic Control Devices (MUTCD), latest edition. Contractor shall assist in
public notification efforts.
11. The Contractor shall not operate any water main valve or make a tap on any water main
unless an FKAA representative is present. All existing system valves are to be operated by FKAA
personnel only. Contractor must provide three (3) business days notification prior to scheduled
shut downs.
12. Five (5) working days prior to the preconstruction meeting with the FKAA, the Contractor
shall submit a project schedule to the FKAA Engineering Department in an approved format that
details all construction activities throughout the term of the contract. This schedule shall indicate
those activities considered to be on the critical path for satisfactory completion within the time
limits of the contract. It will be submitted for approval to the FKAA, and must be approved, or
revised and resubmitted in an acceptable form prior to commencement of any construction activity
on the project.
The FKAA shall require a resubmittal of this schedule if the Contractor falls more than 5% behind
(dollar value of contract items versus contract time, excluding material advances), showing how
the Contractor, at no further cost or expense to the FKAA will mitigate the delay and complete
this project within the contract duration as specified.
Deviation from the approved schedule will be by written permission of the FKAA. This schedule
will be reflective of the Contractor's M.O.T. plan.
Failure to submit the initial schedule may result in the suspension of all construction activity.
Failure to submit schedule revisions within ten (10) calendar days of written notice by the FKAA
shall result in withholding of all progress payments until an acceptable schedule is delivered and
approved by the FKAA.
This will not preclude further construction activities on this project and does not constitute grounds
for delay claims or time extensions to contract duration. No extension of contract time is allowed
for submittal of schedule revisions.
13. The Contractor's Operation should be compliant with Florida Trench Safety Act. Submit
applicable State Form.
14. The contractor is responsible for collecting GPS coordinates for all valves and
appurtenances on required State Coordinate System -
NAD_NAD_I983_HARN_StatePlane Florida_East_FIPS_0901_Feet and must be deliverable as
a shape file with attributes (i.e. pipe with size, diameter and length of pipe segment, valves with
type, size, turns to close, and fitting with type and sizes, Etc.) The vertical and horizontal precision
should be within 1" and 1', respectively.
E. Plan reviews shall be prepared in the following manner:
Location of proposed water mains, valves, flush -outs, hydrants, and services shall be referenced
to existing right -of -way lines, street centerlines, lot lines, and/or other permanent structures. All
existing utilities and other structures in proximity to the proposed water mains shall be shown and
referenced in a similar manner. Size and type of all existing water mains to be tapped and size,
type and lengths of proposed water mains shall be indicated. The location and limits of all
easements to be granted to the FKAA shall be indicated. Width of existing pavement, distance
from right-of-way and right -of -way shall be indicated. Drawings shall indicate location, size, and
type of all driveways to be crossed by the proposed water mains shall be indicated. Pavement cuts
and paved driveway cuts shall be indicated. All water mains to be conveyed to the FKAA shall be
indicated. The location and elevation of a 1929 NGVD Benchmark shall be indicated. Elevations
of existing and proposed roads referenced to said benchmark shall be indicated when necessary to
insure proper cover over water mains. Scale shall be appropriate for the level of detail on the
drawing but in no case shall be smaller than one inch = forty feet and not larger than one inch =
twenty feet.
F. Profile views shall clearly indicate all utilities in areas of potential conflict of proposed
water mains. Plan and profile sheet should be used to indicate both plan and profile when profile
views are required. Elevations should be referenced to a 1929 NGVD Benchmark. Vertical scale
shall be one inch = two feet or less. Horizontal scale shall be same as plan view.
II. GENERAL DESIGN CRITERIA
A. All water mains 4" through 12" shall be AWWA C -900 DR -18 PVC pipe. All larger water
mains shall be cement lined, polyethylene wrapped ductile iron pipe. Ductile iron pipe shall also
be used when extra strength is required, standard depth of cover cannot be realized, or in areas
near abandoned or existing gas stations that may have introduced hydrocarbons into the subsurface
(see paragraph II.D). All ductile iron fittings shall be polyethylene encased.
B. Service lines shall be as follows:
SIZES TO MAXIMUM NO. OF
BE USED MATERIAL METERS SERVED
1" BLUE CTS- POLYETHYLENE TUBING 2 EA 518 "x314 "(SDR9)
or 1 EA V
2 BLUE CTS - POLYETHYLENE TUBING
6 EA 5 /8 "x3 /4 "(SDR9)
or 4 EA 1"
or 1 EA 1.5
or 1 EA 2"
4 AWWA C -900 PVC PIPE (DR 18)
6" AWWA C -900 PVC PIPE (DR 18)
1 EA 3" METER
or 1 EA 4" METER
1 EA 6" METER
C. Minimum size of water mains shall be 4" unless otherwise approved by the FKAA Director
of Engineering.
D. Ductile iron pipe shall be installed along the entire frontage of existing and abandoned gas
stations (or other sources of subsurface hydrocarbon contamination) plus 200 L.F. distance on each
side. Nitrile gaskets shall be used in areas of subsurface hydrocarbon contamination.
E. Water mains and service lines shall be installed in public right -of -way (R\W). When
easements are necessary, permission must be obtained from the FKAA Engineering Department
before incorporation into the design. Easement shall be a minimum of 20 feet wide. Any new
easement must be dedicated and recorded using the form prepared by the FKAA prior to FKAA
accepting the main.
F. Minimum depth of cover shall be 36" under pavement, 30" cover under non - pavement
within FDOT R/W and 30" outside FDOT R/W unless otherwise approved by the FKAA
Engineering Department. Maximum depth of cover shall be 5 feet.
G. Restrained joint pipe and fittings shall be used to mechanically restrain pipe against thrust
forces at all bends and dead ends. The length of required restrained joint pipe shall be clearly
indicated on the plans.
H. Flush -out assemblies shall be installed on all dead end lines. Taps on end caps shall be
eccentrically located at the bottom of the main.
I. Valves shall be located at street intersections such that no more than three valves have to
be operated to isolate a water main.
J. Valves on long lines shall be spaced approximately 1000 feet apart and shall be located at
a permanent point of reference (property line, etc.).
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K. Water mains shall be laid with an approved detectable warning tape and 12 gage solid
Copper tracer wire so its location can be determined at a later date with a metal detector (see
Paragraph IV.N.) (Research)
L. Resilient seat gate valves shall be used with all water mains up through 16" diameter unless
otherwise specified.
M. Maximum deflection allowed at each straight push -on pipe joint shall be 3 degrees or in
accordance with manufacturers specifications.
N. Whenever a water main is to cross a secondary underground electric line, it shall cross with
a minimum clearance of 6" and the electric line shall be encased in 6 -inch thick concrete mixed
with red identifying pigment per NEC standards from 10 feet on either side of the water main.
Crossings involving primary (high voltage) underground electric lines involve more stringent
requirements and should be coordinated with the appropriate electric authority.
O. Installation of water mains in proximity with sewer lines shall adhere to requirements
outlined in FDEP Section 62- 555.314 (1), (2), (3), and (4).
Parallel installation:
Water mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314 from any existing or
proposed sewer. The distance shall be measured pipewall to pipewall. In cases where it is not
practical to maintain a minimum separation, the FDEP may allow deviation on a case -by -case
basis, if supported by data from the design engineer.
Crossings:
Water mains crossing sewer mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314
from any existing or proposed sewer. This shall be the case where the water main is either above
or below the sewer. At crossings, one full length of water pipe shall be located so both joints will
be as far from the sewer as possible. Special structural support for the water and sewer pipes may
be required. The Contractor is responsible to GPS all crossings with required coordinate plane,
and must use compatible software to that of the FKAA's. (See Section I. D. 14.)
Exception:
The FKAA and FDEP must specifically approve any variance from the above requirements when
it is impossible to obtain the specified separation distances. Where sewers are being installed and
specified separation distances cannot be met, the sewer materials shall be water main pipe or
equivalent and shall be pressure tested to FDEP specifications to ensure water tightness.
Force mains:
Water mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314 from any existing or
proposed sewer force mains
A
P. Water meters shall be located at the frontage of the property to be served, generally within
an existing City, County or State right -of way. Whenever two or more meters are utilized to supply
a premise, such meters shall be grouped and installed at a location designated by the
Authority. Meters for adjacent properties shall be grouped, or paired, at a common property line,
whenever possible. Water meters will not be installed within ten (10) feet of an existing or
proposed septic tank and/or drainfield. Water meters shall not be installed in a driveway. The
Contractor is responsible to GPS all water meters with required coordinate plane and distance from
the property line, and must use compatible software to that of the FKAA's. (See Section I. D. 14.)
Q. The Contractor shall maintain on a daily basis at the jobsite, and make available to the
FKAA on request, one current record set of the Drawings which have been neatly and accurately
marked up to indicate all modifications in the completed work that differ from the design
information shown on the drawings. Upon substantial completion and, prior to final payment of
the work, the Contractor shall give the FKAA one complete set of neatly marked up Record
Drawings which shall consist of the following at a minimum:
1. Valves:
Valves shall have measurements from the centerline of paralleling and closest intersecting streets
and property lines. Type of valve (make, model, size, type - gate valve or butterfly valve), the
number of turns to open valve, and the direction to open shall be indicated. The Contractor is
responsible to GPS all valves with required coordinate plane, and must use compatible software to
that of the FKAA's. (See Section I. D. 14.)
2. Bends:
Both horizontal and vertical bends shall have measurements from the centerline of paralleling and
closest intersecting streets and property lines measurement to nearest valve. Degree of bend and
method of restraint shall be indicated. The Contractor is responsible to GPS all bends, required
coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.)
3. Fittings and Specials:
Fittings shall have measurements from the centerline of paralleling and closest intersecting streets
and property lines. Method of restraint and measurement to nearest valve shall be indicated. The
Contractor is responsible to GPS all fittings with required coordinate plane, and must use
compatible software to that of the FKAA's. (See Section I. D. 14.)
4. Flush -Out Assembly:
Flush -outs shall have measurements from the centerline of paralleling and closest intersecting
streets and property lines. Make and model shall be indicated measurement to nearest valve. The
Contractor is responsible to GPS all flush outs, required coordinate plane, and must use compatible
software to that of the FKAA's. (See Section I. D. 14.)
5. Connection to Existing Water Mains:
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Connections shall have measurements from the centerline of paralleling and closest intersecting
streets and property lines. Type of material of existing water main being connected to and the type
of connection (i.e., tapping sleeve and valve, tee, etc.), shall be indicated. The Contractor is
responsible to GPS all connections with required coordinate plane, and must use compatible
software to that of the FKAA's. (See Section I. D. 14.)
6. Utilities:
Locations of any existing utilities including drainage pipe shall be indicated.
7. Service Connections:
Service connections shall indicate meter numbers and any change of connection (i.e., D, E, F, G,
or H) from original design and locations of service shall be GPS located. The Contractor is
responsible to GPS all service connections with required coordinate plane, and must use
compatible software to that of the FKAA's. (See Section I. D. 14.)
III. FIRE FLOW SERVICE CONSIDERATIONS
The provision of adequate fire flow service to a new development by the FKAA is not always
possible. In many instances, adequate fire flow service must be provided by the construction of
on -site facilities by the developer.
The amount of fire flow service to be provided will be determined by Florida Building Code,
Monroe County Fire Department requirements, and the developer's Design Engineer prior to
construction and shall be in accordance with applicable insurance requirements. It is the
responsibility of the developer's design engineer to determine the fire flow service requirements.
The FKAA Engineering Department will determine in each instance the adequacy of the FKAA
water system to provide the needed fire flow as determined by the developer's design engineer.
FKAA water system is considered to be adequate to handle the required fire flow and the fire line
is allowed to be connected to the FKAA system without the use of a booster pump, storage tank,
or pump suction control valve. The use of a DCDA or RPDA is still required. If the FKAA
determines that the FKAA system cannot provide required fire flow, the Design Engineer shall
select one of the methods below to provide fire protection.
METHOD 1:
The fire sprinkler system, fire standpipes or fire hydrants are served by a fire booster pump
drawing water from a storage tank or swimming pool which is isolated from the FKAA water
system. The tank fill line is connected to the domestic plumbing after the domestic meter and
reduced pressure zone backflow preventer. All water used for fire purposes is metered through
the domestic meter. The domestic plumbing lines and the fire lines after the storage tank are not
connected at any point. No full flow fire meter, detection check valve assembly, or reduced
pressure detection assembly (DCDA or RPDA) is required. No pump suction control valve is
8
required. The storage capacity of the tank and the size of the booster pump may be adjusted as
required so as to provide the optimum degree of fire flow dictated by the use of the premises. This
method does not depend upon the instantaneous availability of adequate pressures and quantities
from the FKAA and is the only method which the FKAA will accept in all instances.
METHOD 2:
In this approach the storage tank and air gap are eliminated and a pump suction control (PSC)
valve and Detection Check Valve Assembly (DCDA or RPDA) are installed in a "fire line ". The
PSC valve prevents the fire booster pump from reducing FKAA water main pressure below 20
psi. The DCDA or RPDA will detect both the unauthorized use of water and leaks through the
"fire line ". This method protects the FKAA water system from backflow but provides only a
limited degree of fire flow.
IV. MATERIALS SPECIFICATIONS
A. Ductile Iron Pipe and Fittings
1. Ductile Iron Pipe: Ductile iron pipe shall conform to AWWA C151 (ANSI A21.51) and
shall be pressure Class 350.
2. Lining: Ductile iron pipe for water mains shall have an internal lining of cement mortar in
accordance with AWWA C 104/A21.4.
3. Coating: Buried ductile iron pipe shall be bituminous coated per AWWA C151/A21.51
and wrapped in a 12 mil polyethylene encasement.
4. Push -On Joints: Bell and spigot ductile iron pipe shall be EPDM gasket compression, push -
on type as specified in AWWA C l 11 (ANSI A21.11). These joints may be U.S. Pipe and Foundry
Tyton Joints or approved equal.
5. Restrained Joints: Restrained joint pipe shall be used for changes in elevation or alignment
as shown on the plans or as required in the field by the Engineer. Restrained joints may be U.S.
Pipe and Foundry TR Flex joints, American Ductile Iron Pipe Lok -Ring, or approved equal. All
restrained joints shall have a working pressure of 350 psi.
6. Ductile Iron Fittings: Ductile iron fittings shall be restrained joint type, and shall conform
to ANSI/AWWA C153/A21.53, and shall be TR -Flex, Lok -Ring, or mechanical joint with
MEGALUGS. All fittings shall have a working pressure rating of 350 psi in sizes 4" through 24 ",
and shall be coated and lined as specified for pipe.
7. All piping valves, meters, etc. within meter or valve vaults shall be flanged. Flanged
fittings on high pressure side of transmission main shall be Class 250. All others shall be Class
125. All hardware shall be Type 304 stainless steel.
B. Polyvinyl Chloride Pipe (PVC)
1. PVC Pipe: PVC pipe shall meet the requirements of AWWA C900 for pipe 4" to 12" in
diameter, and shall be furnished in cast -iron pipe equivalent outside diameters with EPDM gasket
joints.
2. Pressure class shall be 150 psi (DR 18).
3. Push -On Joints: Pipe shall be furnished with integral bell joints with locked in EPDM
gaskets.
4. Restrained Joints: Restrained joint pipe shall be used for changes in elevation or alignment
as shown on the plans or as required in the field by the Engineer. Restrained joints may be
Certainteed Certa -Lok, EBAA Iron Series 1500 Retainers, or approved equivalent restraint.
5. Fittings: Fittings shall be ductile iron mechanical joint type conforming to AWWA/ANSI
C 153/A21.53 with MEGALUGS, or approved equivalent restraint.
All fittings shall have a working pressure of 350 psi in size 4" through 12 ", and shall be
coated and lined as specified for ductile iron pipe. Fittings shall be wrapped in a 12 mil
polyethylene encasement extending l foot from each end of the fitting.
C. Anchor Couplinits/Anchor Tee
1. All valves located at a tee shall be restrained to the tee by mega lugs or by the use of anchor
tees or anchor couplings. Anchor Tees /Anchor Couplings shall meet all applicable requirements
of ANSI/AWWA C153/A21.53 and ANSI/AWWA 111 /A21.11. Bolts used with anchor
tees /anchor couplings must be ductile iron or Cor -Ten as manufactured by NSS Industries, or
approved equal.
D. Polyethylene Pipe for Service Lines
1. Polyethylene pressure pipe and tubing, 1" through 2" having standard PE code designations
blue PE2406, PE3406 and PE3408, shall be in accordance with AWWA Standard C -901, have a
standard dimension ratio (SDR) of 9 with a 200 psi working pressure and have copper equivalent
(CTS) outside diameters. Polyethylene pipe shall be used for all service connections.
2. PVC C -900 Pipe (DR 18) for water service lines 4 " -12 ".
H
E. Valves
General - All valves shall be furnished with affidavits from the manufacturers that the
valves furnished under this Contract comply with all the applicable provisions of the respective
AWWA Specifications, cited below. All valves shall be factory tested in accordance with AWWA
Standard Leakage and Hydrostatic Tests and a certified test report shall be furnished stating that
the valves have met the requirements of the test.
Valves shall be furnished with mechanical joint or flanged ends. Valve ends with mechanical
joints or flanged joints shall conform to AWWA Standard C 110, "Gray -Iron and Ductile Iron
Fittings, 4" for water and other liquids. In addition, mechanical joints shall conform to
ANSI/AWWA Standard CI I I/A21.11. Bolt holes in the flanges of the mechanical joint shall
straddle the vertical and horizontal centerline. Flanges shall be ANSI Standard Class 125, plain
faced and drilled.
All shut -off valves four inch through 16 inch in diameter, shall be resilient seated or resilient wedge
gate valves and all valves 18 inch in diameter and larger, shall be as specified and shown on the
drawings. All valves shall be polyethylene encased, from one foot on each side of the valve.
2. Gate Valves four inches and larger shall be resilient seated or resilient wedge gate valves
for 150 psi working pressure, conforming to AWWA Standard C -509. The gate valves shall have
a high strength bronze or 304 stainless non- rising stem. Valves shall have neoprene or equal, but
not natural rubber, EPDM O -ring stem seals and be of a design that permits the replacement of the
O -ring seals while the valve is in service, without undue leakage. All exposed bolts used with
valves shall be AISI Type 304 stainless steel. The valves shall operate in a vertical position with
a vertical operating nut shaft and shall be suitable for buried service.
The valves shall open by turning the operating nut counterclockwise. Operating nuts shall
be AWWA two inch square nuts with skirts. Valve body, bonnet, and gate shall be ductile iron
conforming to ASTM -A536. The gate valves for distribution systems shall be designed for 150
psi working water pressure rating. Gate valves for connection to the high pressure transmission
mains and installed between the transmission mains and pressure reducing valves, shall be
designed for 250 psi working pressure and 350 psi test pressure and shall be furnished with Class
250 flanges. Gate valves shall be as manufactured by American Flow Control Series 2500, U.S.
Pipe Metroseal 250, or an approved equal. Bolts shall meet requirements of Type 304 Stainless
Steel.
3. Air Release Valves shall be installed at relative high points on the installed piping systems
and at distances along the pipeline in accordance with manufacturer's recommendations for the
given size and flow. ARVs shall be automatic, combination air and vacuum release valves as
manufactured by Val -Matic or APCO. Floodsafe attachments shall be provided for valves located
below grade. Valves to be made of corrosion resistant metal(s), bronze and 304 stainless steel.
Valve assemblies shall in accordance with AWWA standard C512 -07.
F. Ball Valve Curb Stops
Curb stops shall be Ford Series B -11, Mueller H 10283, Mac Donald Curb Stop, or an approved
equal. Ball valves shall have locking lugs and 2" square operating nut which opens to the left on
1" and 2" valves.
G. Residential Meter Dual Check Valve
Meter check valves shall be dual check valve assemblies suitable for installation on 518 -inch, 3/4-
inch, 1 -inch, and 1 -1 /2 -inch lines, and shall be Ford HHS31, Mueller H- 14242, or an approved
equal.
H. Ball Valve Meter Stops
Meter stops shall be Ford Series B43 or BF13, or an approved equal. Valves shall have lockable
padlock wings, and open to the left.
I. Tapping Sleeve and Valve
Tapping sleeves shall be ASTM 285 Grade C Steel or ASTM A -36 Carbon Steel with Fusion
bonded epoxy coating (AWWA C213 -70). Tapping Sleeves shall utilize AISI Type 304 (ASTM
A320 Grade B8) stainless steel bolts and nuts. Tapping Sleeves shall be as manufactured by JCM
Industries Model 412, Romac Industries Model FTS420, or approved equal.
Tapping valves shall be as specified for gate valves, hereinabove, and as further specified herein.
Tapping valves for use in tapping distribution mains shall be resilient seat gate valves. Inlet shall
be Class 125, ANSI B 16. 1, ductile iron flange with centering ring to match tapping sleeve. Outlet
shall be a mechanical joint. Tapping valve shall be compatible for use with drilling machine.
Operating nut shall be 2" square and open to the left. Tapping valves shall be attached to tapping
sleeves with heavy hex -head 304 SS ASTM F593 stainless steel bolts. Approved tapping valves
include: American Flow Control Series 2500 or approved equal.
J. Pressure Reducing Valves
The pressure reducing valve shall be hydraulically operated, diaphragm actuated in globe pattern.
The valve shall maintain a constant downstream pressure regardless of inlet pressure variations.
It shall contain a resilient synthetic rubber disc having a rectangular cross section, contained on
three and one -half sides by a disc retainer. The seat ring shall be firmly held in place and not
pressed into the body. The diaphragm assembly shall be fully guided to assure positive contact
with the seat. The diaphragm assembly shall be the only moving part. The diaphragm shall consist
12
of a nylon fabric reinforced EPDM rubber and shall not be used as a seating surface. All necessary
repairs shall be possible without removing the valve from the line. All main valve interior
components shall be manufactured from non- corrosive materials.
The pilot valve shall be adjustable, direct acting, spring loaded and normally open. The reducing
pilot shall be supplied with a stainless steel seat ring.
The valve shall be Cla -Val as manufactured in the U.S.A. by AMES Company, Inc., Woodland,
CA, and shall be Pressure Class 300 with Class 150 Flanges Stainless Steel body. The valve shall
be piloted in reverse flow for fail -safe operation.
K. Valve Boxes
Valve boxes shall be furnished and installed for all valves, air release valves, flushing valve outlets
and at other locations shown on the Drawings. Valve boxes shall be U. S. Foundry No. 7615, No.
7630, or an approved equal. Riser pipe shall be either C -900 PVC or ductile iron pipe. The
concrete pad for the valve box cover shall have a 3 -inch diameter, bronze disc embedded in the
surface. The bronze disc shall have the following information stamped on it: size and type of the
valve, number of turns to open, direction to open, and year of installation. In paved areas, the
bronze disc shall be embedded in the pavement beside the valve box cover.
L. Saddles
Saddles shall be Rockwell International, Type 323, style double strap bronze saddles, for PVC and
ductile iron pipe, or approved equal. Tapping saddles shall be used for all taps on 2" PVC pipe 4"
PVC pipe or greater shall have a tapping sleeve and valve.
M. Corporation Stops
Corporation stops shall be Ford F -1000, FB -1000, or approved equal. The largest corporation stop
which can be tapped directly into the pipe is 1 -inch.
N. Detectable Warning Ta e & Wire
Contractor shall install 6 -inch detectable warning tapes and 12 gage copper tracer wire for all water
mains. Such tape shall be magnetic type, 5 mils thick, 2 mil thick aluminum center core, encased
in Mylar. Tape shall be imprinted with the words "Caution: Type of Line Below ". Printing shall
appear on both sides of the tape. The tape shall be placed between 6 and 12 inches below finish
grade.
O. Pump Suction Control Valves
Pump suction control valves shall be Cla -Val Model 50B -5KG.
13
P. End Seals
End seals for casings used in jack and bore installations shall be "Link -Seal Model PL" or an
approved equal.
Q. Casing Spacers
Casing spacers for jack and bore installations shall be as manufactured by Cascade, or approved
equal.
R. Fire Hydrants
Fire hydrants shall be 6 -inch, mechanical joint pipe connection with a minimum 5.25 inch valve
opening. Hydrants shall be of AWWA approved type, designed for a 150 psi working pressure.
Provisions shall be made for two 2.5 inch hose nozzles and one 4.5 inch pumper nozzle, open left
(counter clockwise). All base threads shall conform to the national standard hose coupling thread
specifications. Fire hydrants shall have a safety stem coupling to prevent bending of the operating
stem, and a safety flange to prevent breaking of the hydrant barrel if hit by a vehicle. The hydrant
base (shoe) shall be coated with a two -part thermo- setting epoxy, not less than 4 mils thick.
Weather cap shall be metal. The maximum pressure loss allowable for the 5 -114" valve opening
shall be 2.2 psi at 1000 gpm flow based on 5 foot bury with 6" diameter inlet. The hydrant shall
be a Mueller Super Centurion or American Darling B -84 -B. The drain hole in the foot of the fire
hydrant shall be plugged and buried bolts of the hydrant assembly shall be AISI Type 304 stainless
steel super centenarian.
Fire hydrants shall be painted with one coat of rust proof primer and two finish coats of an
approved red paint.
S. Concrete Materials
Proportions and construction procedures shall be in accordance with the applicable provisions of
Chapter 25 of the South Florida Building Code and shall have a minimum compressive strength
of 3500 psi at 28 days, as indicated by standard laboratory compressive tests. Contractor shall
provide FKAA with submittal of concrete mix and all batch tickets for actual concrete poured for
project.
T. Reinforcing Steel
Unless otherwise specified, reinforcing steel shall be grade 60 and shall have yield strength of
3600 psi and shall be clean and free of rust.
U. Miscellaneous
14
Materials necessary for a complete installation, not specified, shall be equal in quality to the
specified materials suitable for the intended use, and shall conform to the details and notes shown
on the Drawings. All minor items implied, usually included or required for the construction of a
complete operating system, shall be installed whether specified or shown on the Drawings, or not.
V. Tests and Inspection
All pipes, valves, fittings and specials furnished under this Contract shall be tested and inspected
at the plant, by the manufacturer, in accordance with the requirements of the respective
specification under which the material is to be furnished. FKAA may request an affidavit that all
such materials have been so tested and inspected and that the materials comply with all other
applicable requirements for the respective specification.
V. WATER MAIN CONSTRUCTION PROCEDURES
A. General
In shipping, delivery and installing pipe and accessories, they shall be handled in such manner as
to insure a sound, undamaged condition. Particular care shall be taken not to injure pipe coating
and no other pipe or material of any kind shall be placed inside a pipe or fitting after the coating
has been applied. Where a defect or crack is discovered, the damaged portion shall be cut off
before laying. The cut shall be made at least twelve inches from the break in the sound section of
the barrel.
Piping, valves, fittings, and specials shall be accurately installed in a workmanlike manner, true to
the lines and grades shown on the Drawings. The interior of the pipe shall be thoroughly cleaned
of foreign matter before installation. Restrained joints and fittings shall be used for changes in
elevation or alignment as shown on the plans or as required in the field by the Engineer or his
representative. At all times when work is not in progress, the exposed ends of all pipes shall be
fully protected by an approved stopper to prevent earth or other substances from entering the pipe.
B. Joints
(1) Fittings shall be ductile iron mechanical joint type conforming to AWWA/ANSI
C 153/A21.53 with MEGALUGS, or approved equivalent restraint. All fittings shall have a
working pressure of 350 psi in size 4" through 12 ", and shall be coated and lined as specified for
ductile iron pipe. Ductile iron fittings (with 304 SS Bolts) PVC pipe shall be wrapped in a 12 mil
polyethylene encasement extending 1 foot from each end of the fitting.
(2) Mechanical Joints are to be made in accordance with manufacturer's recommendations
and requirements of pipe joint specifications. Care shall be taken to tighten bolts evenly around
circumference of pipe and in no case shall bolts be overstressed.
15
(3) Flanged Joints - Before making up flanged joints in ductile iron pipe and fittings, the back
of each flange under the bolt heads and the face of each flange shall have all lumps, blisters and
excess bituminous coating removed and shall be wire brushed and wiped clean and dry. Flange
faces shall be kept clean and dry when making up the joint, and the workmen shall exercise caution
to prevent damage to the gasket or the adherence of grease or particles of sand or dirt. Bolts and
nuts shall be tightened by opposites in order to keep flange faces square with each other, and to
insure that bolt stresses are evenly distributed. Contractor shall use FKAA approved thread
lubricant to help prevent galling.
C. Valve Settings
All valves placed on branch lines or bends shall be restrained via anchor couplings or anchor tees
as specified hereinabove. Valves and valve boxes shall be set plumb at the locations indicated,
and in accordance with the details shown on the Drawings. After being positioned, backfill shall
be carefully placed and hand tamped. Before installation, care shall be taken to see that all foreign
matter has been removed from the interior of the barrel. Stuffing boxes shall be tightened and the
valves opened and closed to see that all parts are in working condition.
D. Connection to Existing Mains
Connection to existing water mains shall be made by the Contractor. The Contractor shall be
responsible for making all necessary arrangements with the FKAA for these connections and shall
bear any costs incurred at no additional cost to the FKAA.
Prior to commencing the work of connecting to existing facilities, the Contractor shall uncover or
expose the point of connection and insure himself that he has all materials, equipment and all other
facilities required to complete the installation, and that such connections can be made in
accordance with the details shown on the Drawings.
The Contractor shall take every precaution to insure that the alignment or gradient of the existing
facilities are not disturbed, or otherwise damaged, as a result of his construction procedures. In
the event the existing facilities are damaged or otherwise disturbed, the Contractor will be required
to do such necessary repair, re- alignment, or replacement, so as to restore these facilities to water
tight, workable, acceptable condition.
No existing valves shall be operated by the Contractor. These valves shall only be operated by
personnel of the FKAA. The Contractor shall advise the FKAA Engineering Department, 72 hours
in advance of making these connections. This work shall be done under direct supervision of
personnel of the FKAA. The valves and fittings to be employed in these connections, shall be
thoroughly swabbed with a 300 ppm solution of chlorine and water. The connections shall be
made as rapidly as possible, and any water in the excavation shall be kept below the level of pipe
and fittings. The Contractor may have to make connections at off -peak hours. Shut -downs shall
16
be kept to a maximum of 2 hours, unless previously approved by the FKAA, pending extenuating
circumstances. Once valves are installed, they shall only be operated by FKAA personnel.
E. Customer Service Connections
Service connections shall be installed of the type and size and at the locations shown on the
Drawings. All materials shall be as shown on the Drawings and as stated in these specifications.
All taps to existing distribution mains shall be made with the main under pressure. All new mains
can be dry tapped.
F. Backfill
1. General
All utility trenches shall be backfilled to the level of the bottom of the proposed base course, for
utilities to be located in proposed paving areas, to the level of the bottom of temporary paving for
utilities to be located in existing paved areas, or to the level of finished grade for utilities to be
located in areas to remain unpaved. The Contractor shall provide a sufficient quantity of suitable
backfill material for this purpose from trench excavations or from adjacent project areas, or other
sources, at no additional cost or expense to the owner.
2. Materials
(a) General Requirements
All backfill material shall be clean and free from all organic material, clay, marl or unstable
materials, debris, lumps or paving materials. No rocks or stones larger than two inches in diameter
shall be allowed in any backfill; sharp edges not allowed.
(b) Select Bedding
Select bedding ,hall be utilized for 8" thick compacted pipe bedding and within the pipe zone to
8- inches above the pipe. Select bedding, as described in these specifications or required by the
drawings, shall be a granular material free of rocks, clay, and organic material. One hundred
percent of the select bedding shall pass through a 318" sieve.
When excessive water is encountered in the trench and pumping is not practical due to field
conditions, the FKAA Field Representative may require a crushed limerock bedding. In such a
circumstance, the bedding shall be a uniformly graded 318 limerock with a maximum particle size
of 318 inch. The material shall be washed and free of all fines and silts and shall be used as bedding
as described above or to a point above the water table as directed by the FKAA Field
Representative whichever is greater. Bedding above that point shall meet the requirements of
select bedding as described previously.
17
When the specified compaction requirements cannot be met in service line trenches, flowable fill
shall be substituted for the trench backfill zone. The flowable fill shall meet the requirements of
Section 121, FDOT Specifications and shall be proportioned to produce a 28 day compressive
strength of 500 psi.
3. Placement
(a) General
All pipe shall be installed in dry trenches. Where conditions are such that running or standing
water occurs in the trench bottom the water shall be removed by pumps until the pipe and select
bedding has been installed and the backfill has been placed over the top of pipe to a depth equal to
1 and 2 pipe diameters. If pumping is not practical, an alternate select bedding of limerock will be
required as described in Paragraph 2(b).
Backfill shall be placed in layers as specified herein below, for the particular application, and each
layer shall be compacted to the specified density before the next layer is placed. Densities shall
be performed in accordance with "Compaction and Densities ". Hydraulic methods of settling and
compacting backfill may be employed along with specified hand tamping and mechanical
compaction as an aid to obtain specified densities. The Contractor shall obtain the approval of the
FKAA Engineer for his selected method of backfill.
Any excess excavation below the levels specified shall be backfilled and compacted as specified
below for backfill above pipe, at no additional cost to the FKAA.
(b) Bedding Around Pipe
Select bedding below the pipe shall be a minimum 8" thick to provide a firm, stable, and uniform
support for the full length of the pipe and fittings before the pipe is installed. Bell holes shall be
provided at each joint to permit proper assembly and pipe support. After pipe placement,
backfilling and compacting of select bedding shall proceed uniformly, on each side and 8 inches
above the pipe. Particular attention shall be paid in obtaining thorough support for all valves,
fittings, water service connections and to preserve the alignment and gradient of the installed pipe.
(c) Backfill Above Pipe
After the placement of the select bedding around the pipe, as specified above, the remainder of the
backfill shall be placed.
Backfilling shall proceed by placing backfill in depths of uniform layers and thoroughly
compacting with mechanical vibrators or other suitable equipment to the densities specified below.
18
The depth of layers of this backfill shall not exceed the ability of the compacting equipment
employed to obtain the specified densities, and in no event shall exceed a depth of 8 inches
maximum. The mechanical compacting equipment employed, and its operation shall be such that
no displacement of pipe alignment or gradient or damage to installed materials, pipe or pipe linings
results from its use. Any installed material so displaced or damaged shall be replaced by the
Contractor, at no additional cost to the FKAA.
For pipe lines not located under existing or proposed pavement, backfill over the installed pipe
shall be compacted to obtain not less than ninety -five percent (95 %) minimum density ASTM
modified proctor.
For pipe lines located under existing pavement, for which pavement replacement will be required,
or in areas of proposed paving, backfill shall be placed and compacted as specified above, except
that the top 12 inches, measured downward from the level of the bottom of the required base course
restoration, or proposed base course, shall be Miami Limerock, in accordance with Section 911
D.O. T. Specifications compacted to not less than ninety -eight percent (98 %) density ASTM
modified proctor. The Contractor is responsible for densities every 200 L.F. and at each road
crossing by a certified lab.
Any settlement noted in backfill or within the limits of the excavation within the 1 -year warranty
period upon final acceptance, will be considered to be attributed to improper compaction methods
and shall be corrected at no cost to the FKAA. Pavement or structures damaged by settlement
shall be restored to their original condition by the Contractor at no cost to the FKAA.
(d) Backfill above pipe in service line trenches
Backfill shall meet the requirements of paragraph 3(c). If these requirements cannot be met, the
trench shall be backfilled with flowable fill as specified in paragraph 2(c) at no additional cost to
FKAA.
(e) All excavated material shall be stockpiled in a manner that will not hinder the work or
obstruct sidewalks, roadways, and driveways. All utility control structures shall be kept accessible.
This shall be designed to mean those areas as designed by the Permitting Agency unless otherwise
specified. Material stockpiles on private property must have written consent with a copy to FKAA.
G. Standards
In general, AWWA C -900 PVC pipe shall be installed in accordance with AWWA Publication
No. M23, "PVC PIPE - DESIGN AND INSTALLATION." In the event of conflict between
procedures described in this publication and those described above, the above procedures shall
take precedence. In general, ductile iron pipe shall be installed in accordance with AWWA
Standard C -600, "INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR
APPURTENANCES." In the event of conflict between procedures described in this publication
and those described above, the above procedures shall take precedence.
19
H. Pi in
All water main installations shall be cleaned with a polypropylene pigging device to clean all dirt,
sand, and debris from the newly installed water main where determined by the FKAA
representative. The FKAA field representative shall determine the extent and type of pigging
required. At a minimum, a Bare Type, B3 style pig shall be used as manufactured by Pipeline
Pigging Products, Inc., or approved equal.
I. Flushine
After piping installation has been completed, all water lines shall be flushed with clear water at
the highest velocity obtainable and for a sufficient time to replace the pipe volume at least twice.
All water for flushing shall be provided from a proper source, approved by the FKAA Engineer.
Flushing Time= T =21,
T= Time(sec)
L= Length (ft)
4
VI. PRESSURE TESTING
A. General
The Contractor shall provide necessary pumps, meters, piping, calibrated containers and other
equipment and materials and all labor necessary to conduct the hydrostatic testing and flushing
procedures set forth herein. All water required for testing and flushing shall be supplied by the
FKAA, at Contractor's expense. All piping shall be tested and made tight at test pressures
hereinafter specified. All leaks disclosed by pressure testing shall be promptly stopped by an
approved method, and such other corrective work shall be conducted as necessary to effect
pressure tight work, as specified.
The Contractor shall provide for plugging or valving the installed pipe in specified test sections,
and installing necessary taps for the insertion of test water, and removing such valves or plugs,
and plugging such taps upon satisfactory completion of testing.
B. Water Mains - PVC and Ductile Iron
(1) Leakage Test - Water mains shall be tested between valved sections. A leakage test shall
be conducted for distribution systems at 150 psi. Distribution systems shall be pressure tested up
to the curb stop. No installation will be acceptable until the leakage is less than the number of
gallons per hour as determined by the formula:
Q = LD4P
148,000
20
Q equals Quantity of makeup water in gallons per hour, L equals the length of pipe section being
tested in feet, D is the nominal diameter of the pipe in inches, and P is the average test pressure
during the leakage test, in pounds per square inch gauge. The test shall be maintained for two
hours unless, after one hour, it becomes apparent that the leakage is substantially less than the
amount allowable. Water supplied to the main during the test, to maintain the required pressure,
shall be measured by a 5/8 -inch meter installed on the discharge side of the test pump, or by
pumping from a calibrated container. The test shall be made against a secured bulkhead, blind
flange or closed valve. All leaks to be repaired if visible regardless of size.
(2) Corrective Work - Where leakage exceeds the allowable limits, the defective pipe or
joints shall be located and repaired. If the defective portions cannot be located, the Contractor
shall remove and reconstruct as much of the work as is necessary in order to conform to the
specified limits.
No additional payment will be made for the correction of such defective work, or for
damage to other parts of the work resulting from such corrective work. The Contractor will be
responsible for payment of retesting.
C. WATER MAINS — HDPE
Pressure Testing of HDPE pipe shall follow criteria presented above for PVC/Ductile Iron,
except that the pipe section to be tested shall be initially pumped to the required test pressure and
allowed to sit for a minimum of two hours. This will allow the HDPE pipe barrel to expand to
allowance tolerance limits. After the initial 2 -hour holding period, the Contractor shall add
necessary water to the pipe section to return it to the required test pressure. At that time, the actual
pressure test shall be conducted as presented in paragraph B of this section.
The Contractor shall test different pipe materials independently; following criteria given
for each type material.
VII. DISINFECTION
A. General
All new piping, valves, service connections, meters, hydrants and all items to come in contact with
treated water shall be thoroughly disinfected in accordance with the requirements of this section
of the Specifications and in accordance with AWWA Standard C -651, latest edition. Reservoirs,
tanks, standpipes, pumps or other equipment or facilities to come in contact with treated water
shall also be thoroughly disinfected, in general compliance with the requirements of this section,
and as may be more particularly described or modified in other sections of these Specifications.
B. Disinfection
21
The disinfection agent shall be liquid chlorine, sodium hypochlorite solution, or calcium
hypochlorite powder.
C. Flushing System
Prior to the application of the sterilizing agent, all facilities shall be pigged and thoroughly flushed
of all foreign matter, oil or dirt in accordance with the requirements of AWWA C651. Flushing
shall continue until clear water flows from a remote point of discharge, and it is apparent that all
sources of contamination have been removed.
D. Disinfection Procedures
Chlorine shall be introduced into the piping system or facilities to be disinfected in such amounts
which will provide a minimum concentration of fifty parts per million (50 ppm), but not to exceed
one hundred parts per million (100 ppm), throughout the system.
Where piping systems are to be connected to existing systems, the disinfection agent shall be
introduced as close as possible to each point of connection to the existing system and the distance
shall not exceed 10 feet from the point of connection. All valves and fittings to be connected to
existing piping shall be thoroughly swabbed with a solution containing at least 300 ppm chlorine.
The disinfection agent shall remain in the piping system or facilities for a minimum contact period
of 24 hours, and the residual shall not drop below 25 ppm before it is flushed out.
E. Residual Chlorine Test
After the disinfection outlined above has been accomplished, flushing shall continue until residual
chlorine tests reflect normal system chlorine residuals. Such tests shall be in accordance with
standard methods by the use of a standard DPD test set.
F. Bacterial Tests
Upon completion of the work of disinfection and flushing described above, samples of water shall
be taken from remote points of the system, in suitable sterilized containers, on two consecutive
days (24 hours apart).
Samples may be forwarded to the FKAA Florida City or Stock Island Labs or State certified testing
lab (at no expense to the FKAA) for bacterial examination. If tests of such samples indicate the
presence of coliform organisms, the disinfection as outlined above shall be repeated until tests
indicate the absence of such contamination. The bacterial tests shall be satisfactorily completed
and submitted into FDEP by a certified sampler. Only following receipt of written approval from
FDEP can the system be placed in operation.
22
If methods of disinfection differ materially from those outlined above, such methods shall be in
accordance with directions of the State Department of Health and Rehabilitative Services and all
methods employed shall have approval of the FKAA. Definite instructions as to the collection and
shipment of samples shall be secured from the FKAA Water Quality Engineer prior to sterilization
and shall be followed in all respects. Final approval of the bacterial samples shall be secured from
the Florida Department of Environmental Protection before the system can be put into operation.
VIII. MATERIAL AND INSTALLATION STANDARDS
The following standards are referenced within these specifications; all installations whether
implied or indicated shall adhere to the following:
DESCRIPTION
TITLE
AWWA C 104 CEMENT MORTAR LINING FOR DUCTILE IRON PIPE AND FITTINGS
AWWA C105 POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIPE
AWWA C110 DUCTILE IRON AND GRAY -IRON FITTING, 3 -INCH THROUGH 48 -INCH
AWWA C110 DUCTILE IRON AND GRAY -IRON FITTING, 3 -INCH THROUGH 48 -INCH
AWWA C11 l RUBBER GASKET JOINTS FOR DUCTILE IRON PIPE
AWWA C 115 FLANGED JOINTS FOR DUCTILE IRON PIPE
AWWA C 150 THICKNESS DESIGN OF DUCTILE IRON PIPE
AWWA C151 DUCTILE IRON PIPE
AWWA C 153 COMPACT DUCTILE IRON FITTINGS
AWWA C504 RUBBER SEATED BUTTERFLY VALVES
AWWA C509 RESILIENT SEATED GATE VALVES
AWWA C510 DOUBLE CHECK VALVE BACKFLOW- PREVENTION ASSEMBLY
AWWA C511 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
AWWA C550 PROTECTIVE EPDXY INTERIOR COATINGS FOR VALVES AND
HYDRANTS
23
AWWA C600 INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR
APPURTENANCES
AWWA C651 DISINFECTING WATER MAINS (INCLUDES ADDENDUM C651a -90)
AWWA C800 STANDARD FOR UNDERGROUND SERVICE LINE VALVES AND
FITTINGS
AWWA C900 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 4-INCH THROUGH 12-
INCH, FOR WATER
AWWA C901 POLYETHYLENE PRESSURE PIPE, TUBING AND FITTINGS, 112 -INCH
THROUGH 3 -INCH
AWWA C905 HDPE HIGH DENSITY POLYTHYLENE
AWWA C906 POLYETHYLENE PRESSURE PIPE AND FITTINGS 4 " -63"
AWWA M11 -A GUIDE FOR THE DESIGN AND INSTALLATION OF MANUALS
STEEL PIPE
M14-RECOMMENDED PRACTICE FOR BACKFLOW PREVENTION AND CROSS -
CONNECTION CONTROL
M23 -PVC PIPE - DESIGN AND INSTALLATION
AISI AMERICAN IRON AND STEEL INSTITUTE
ANSI AMERICAN NATIONAL STANDARD INSTITUTE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWWA AMERICAN WATER WORKS ASSOCIATION
NOTES: When ANSI and AWWA Standards are the same, only the AWWA designation is
used in describing the above standards. For instance, AWWA C110 is used instead of
ANSI/AWWA- C110/A21.10. It is to be understood that the latest revision of any standard
referenced above which exists at the time of design is the version to be used for design purposes.
IX. STANDARD DETAILS
DRAWING NO. TITLE
1. TRENCH AND PAVEMENT RESTORATION
24
2. CUSTOMER SERVICE TRENCHRESTORATION
3. FULL LANE RESTORATION WITH ASPHALT OVERLAY
4.
THRUST RESTRAINT
5.
GATE VALVE AND BOX
5.
BUTTERFLY VALVE AND BOX
7.
TAPPING SLEEVE AND VALVE FOR DISTRIBUTION MAIN
_
0
8. FLUSH OUT ASSEMBLY
9. HYDRANT INSTALLATION
10. JACK AND BORE DETAIL
11. TYPES OF SERVICE CONNECTIONS
CD
12. 518 AND V METER ASSEMBLY
13. 1" AND 2" METER ASSEMBLY co
r
14. METER ASSEMBLY 3" AND LARGER Lo
15. SERVICE CONNECTION =
lb. METER BANK
CL
17. FITTINGS FOR 1" TAP DUAL SERVICE CONNECTION
18. SEPARATE FIRE LINE INSTALLATION
19. COMBINED DOMESTIC AND FIRE LINE INSTALLATION '-
zi
20.2 -112" TO 10" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION
u
21. 3/4" TO 2" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION
22.3/4" TO 10" DOUBLE CHECK VALVE ASSEMBLY INSTALLATION
IN
23. ACCEPTABLE AIR GAP CONSTRUCTION
24. IRRIGATION PIPING
25. DEDUCT METER INSTALLATION
26. STANDARD MASTER METER VAULT
27.2" TRANSMISSION MASTER METER PIPING
28.4" TRANSMISSION MASTER METER PIPING
26
(850) 487.1395
MASSARO, JAMES NIRAM JR
3RD GENERATION PLUMBING INC
3980 OVERSEAS HWY
MARATHON FL 33050
CongralulatlonsI With this license you became nt one of o f the and
million Ftortdians licensed by the Departure
f rom a rchitects to drt brooker ftm boxers to to busin
rbeq�n range
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For information about our services, please
w logg onto wwyr myflorfdalicease.eom. There you can find more
i'�nstion about our divisions and the regulations that impact
subscribe to department newsletters and learn more about
Department's inftiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairly. We constantly stave to serve you better so that you can
sere your customers. Thank you for doing business in Florida,
and congratulations on your new license!
DETACH HERE
RICK SCOTT. GOVERNOR
STATE OF FLORIDA
DEPARTMENT OF BU AND PROFE
''ON$TRUCT11Qtd" INDUSTRY LIGEI
CFCO366t30
The PLUMBINGCONTIRACTOR
NameOWOW IS CERTIFIED
Udder the pi6visiOArrofChapWr 489 FS.
Expiration date: AUG 31, 2018 }
V t .
ISSUED: 0&2=16
KEN LAWSON, SECRETARY
t
r-
} L1 +
Packet ; Pg. 282
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
�." 2601 BLAIR STONE ROAD
n° TALLAHASSEE FL 32399 -0783
MASSARO, JAMES NIRAM JR
3RD GENERATION PLUMBING INC
3980 OVERSEAS HWY
MARATHON FL 33050
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Fiorida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For Information about our services, please
!?r onto www.myfloridalicense.com. There you can find more
ation about our divisions and the regulations that impact
3, subscribe to department newsletters and learn more about
uie Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new license!
(850) 487 -1395
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
PROFESSIO RtEGULATION
CBC1258320 08/23/2016
CERTIFIED
MASSARO,
3RD GENEI
IS CERTIFIED under the provisions of Ch..489 F5.
E)Omtion date AUG 37. 2018 L1608290002807
DETACH HERE
RICK SCOTT, GOVERNOR
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTIO14 INDUSTRY LICENSING BOARD
KEN LAWSON, SECRETARY
LICENSE NUMBER
0� f
The BUILDING CON I KAL:TUK
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2018
MASSARO, JP
3RD GENERA
3980 OVERSE
MARATHON
ISSUED:
SEQ# L16na23000 Packet Pg. 283
(850) 487 -1395
MASSARO, JAMES NIRAM JR
QUEEN CONCH CONSTRUCTION COMPANY
3980 OVERSEAS HWY
MARATHON FL 33050
Congratulationsl With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business In order
to serve you better. For information about our services, please
log onto vivA%myfloridallcense.com. There you can find more
�-mation about our divisions and the regulations that impact
subscribe to department newsletters and learn more about
pepartment's initiatives.
Our mission at the Department is: I -Joense Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new licensel
DETACH HERE
RICK SCOTT, GOVERNOR
DEPARTMENT OF
KEN LAWSON, SECRETARY
STATE OF FLORIDA
3110ESS AND PROFESSIONAL REGULATION
ON INDUSTRY LICENSING BOARD
CGC1523201 I f ;k .* I
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2018
MASSARO, JAMES N
QUEEN CONCH CON
3980 OVERSEAS M.
MARATHON " -?
ISSUED: 08121/2016
5EQ # 060821 Packet Pg. 284
2017 / 2018
_9 MONROE COUNTY BUSINESS TAX RECEIPT
EXPIRES SEPTEMBER 30, 2018
Business Name: 3RD GENERATION PLUMBING INC
RECEIPT# 30140 -72998
Owner Name: JAMES N MASSARO
Mailing Address:
3980 OVERSEAS HWY
MARATHON, FL 33050
Business Location: 3980 OVERSEAS HWY
MARATHON, FL 33050
Business Phone: 305 -743 -4245
Business Type: CONTRACTOR (CERT PLUMBING & GENERAL
CONTR)
Employees 12
CTeTC I lrckwc. r- ri- nrrco^ �--^. --
Tax Amount
Transfer Fee
I Sub -Total
Penalty
Prior Years
Collection Cost
Total Paid
35.00
0.001
35.00
0.00
0.00
0.00
35.00
Paid 102 -17- 00000227 10/06/2017 35.00
Effective Date 09/30/2017
THIS BECOMES A TAX RECEIPT Danise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX.
WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL
COUNTY AND /OR
MUNICIPALITY PLANNING
AND ZONING REQUIREMENTS
MONROE COUNTY BUSINESS TAX RECEIPT
P.O. Box 1129, Key West, FL 33041 -1129
EXPIRES SEPTEMBER 30, 2018
Business Name: 3RD GENERATION PLUMBING INC RECEIPT# 30140 -72998
3980 OVERSEAS HWY
Owner Name: JAMES N MASSARO Business Location: MARATHON, FL 33050
Mailing Address: Business Phone: 305 - 743 -4245
3980 OVERSEAS HWY Business Type: CONTRACTOR (CERT PLUMBING & GENERAL
MARATHON, FL 33050 CONTR)
Employees 12
CTATC I Tf CKICC. nrrnrrcon Pn
Tax Amount
Transfer Fee
Sub -Total
Penalty
Prior Years
Collection Cost
I Total Paid
35.00
0.001
35.001
0.001
0.00
1 0.001
35.00
Paid 102 -17- 00000227 10/0612017 35.00
Effective Date 09/30/2017
2017 / 2018
MONROE COUNTY BUSINESS TAX RECEIPT
EXPIRES SEPTEMBER 30, 2018
RECEIPT# 30140 - 115380
Business Name: QUEEN CONCH CONSTRUCTION COMPANY
Owner Name: JAMES N MASSARO
Mailing Address:
3980 OVERSEAS HWY
MARATHON, FL 33050
Business Location: 3980 OVERSEAS HWY
MARATHON, FL 33050
Business Phone: 305 - 743 -4245
Business Type: CONTRACTOR (CERT GEN COMB)
Employees 3
STATF i TrFIUCF• rY.ri 5777n1
Tax Amount
Transfer Fee
Sub -Total
Penalty
I Prior Years
I Collection Cost
ITotal Paid
20.00
1 0.001
20.00
1 0.00
1 0.00
1 0.00
20.00
Paid 102 -16- 00006801 09/25/2017 20.00
THIS BECOMES A TAX RECEIPT Denise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX.
WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL
COUNTY AND /OR
MUNICIPALITY PLANNING
AND ZONING REQUIREMENTS.
MONROE COUNTY BUSINESS TAX RECEIPT
P.O. Box 1129, Key West, FL 33041 -1129
EXPIRES SEPTEMBER 30, 2018
Business Name: QUEEN CONCH CONSTRUCTION COMPANY RECEIPT# 30140- 115380
3980 OVERSEAS HWY
Owner Name: JAMES N MASSARO Business Location: MARATHON, FL 33050
Mailing Address: Business Phone: 305 - 743 -4245
3980 OVERSEAS HWY Business Type: CONTRACTOR (CERT GEN CONTR)
MARATHON, FL 33050
Employees 3
STATF I TCFNCF• rt.r1 r.747n7
Tax Amount
Transfer Fee I
Sub -Total
I Penalty
I Prior Years
Collection Cost
ITotal Paid
20.00
0.001
20.00L
o.001
0.00
1 0.001
20.00
Paid 102 -16- 00006801 09/25/2017 20.00
MEMORANDUM
DATE: 28 March, 2018
TO: James K. Callahan, Fire Chief
FROM: Craig Marston, Deputy Fire Marshal
SUBJECT: Review and Evaluation of Proposals Received for RFP — Fire Hydrants
Two responses were received at the bid opening, 13 March, 2018 at Gato Building, Office of
Management and Budget.
a
1. 3rd Generation Plumbing — per hydrant
a. Lower Keys $10,200
b. Upper Keys: $11,200
2. Charley Toppino & Sons, Inc. — per hydrant
a. Lower Keys $19,750
b. Upper Keys: $21,750
The workbook, containing the evaluation is attached.
1.14 DETERMINATION OF SUCCESSFUL RESPONDENT
This contract shall be awarded on the following criteria:
A. The qualification and financial stability of the proposer — 20 points
B. Service turnaround time for installation of fire hydrants — 15 points
C. Price — 20 points
D. Location of company —5 points.
E. Local preference — up to 5 points.
F. Prior history in hydrant installation in the County — 30 points
NOTE In performing the evaluation, only information contained within the Respondent's
written proposal will be considered.
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