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City of Sunny Isles Beach |Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 1
Invitation to Bid
North Bay Road Drainage Improvements
Invitation to Bid No. 18-04-01
Advertisement Date: Monday, April 2, 2018
Mandatory Pre-Bid Conference: Thursday, April 12, 2018 at 10:30 AM
All Questions Due: Friday, April 20, 2018 by 5:00 PM
Submission due date: Monday, April 30, 2018 at 2:30 PM
Submit to: Sunny Isles Beach Government Center
18070 Collins Avenue, 4th Floor
Sunny Isles Beach, Florida 33160
City of Sunny Isles Beach |Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 2
TABLE OF CONTENTS
CONTENTS: PAGE #
Table of Contents………………………………………………………………………………….……..……….… Page 2
Legal Advertisement/Notice to Respondents……………………………………….……………………… Page 3
Instructions to Respondents / General Terms …………………………..……..….….… Section 1 Page 4
Special Terms and Conditions……………………………………………………………..…….. Section 2 Page 10
Bid Response Format……………………………………………….…………..….…………….… Section 3 Page 23
Respondents Submittal Forms ……………………………………………….……….…..….… Section 4 Page 26
AFFIDAVITS
Non-Collusive Affidavit ………………………………………………………………..………………………… Page 1 of 7
Public Entity Crimes…..……………………………………………………………..…………….….…………… Page 2 of 7
Equal Opportunity / Affirmative Action Statement……………..……………….………….………….. Page 4 of 7
Conflict of Interest Statement……………..……………….………….………………………………………. Page 5 of 7
Dispute Disclosure Form ……………..……………….………….…..……………….………….……………. Page 6 of 7
Anti-Kickback Affidavit …………..……………….………….…..……..……..………….………….………… Page 7 of 7
TECHNICAL SPECIFICATIONS
DIVISION 1 – GENERAL REQUIREMENTS
00500 General Requirements
01000 Summary of Work
01025 Measurement and Payment
01030 Hurricane Preparedness
01300 Submittals
01535 Protection of Existing Utilities/Facilities and Site Restoration
DIVISION 2 – SITE WORK
02100 Outfall Valves
02761 Cleaning Storm Sewer Systems
02762 Televising Storm Sewer Systems
DIVISION 3 – WELL REHABILITATION
03200 Well Casing
03300 Downhole Video Log
03400 Cement Grout
03500 Well Development
03720 Well Rehabilitation Sequence
Appendices
Appendix A – Location Plan, Well Details, and Photographs
Appendix B – CCTV Inspection Report
Appendix C – Daily Field Report
City of Sunny Isles Beach |Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 3
LEGAL ADVERTISEMENT
NOTICE TO BIDDER
NOTICE IS HEREBY GIVEN that the City of Sunny Isles Beach is seeking sealed Bids for the following
work as specified
North Bay Road Drainage Improvements
Invitation to Bid No. 18-04-01
The Bid Specifications for this ITB are available from DemandStar by calling (800) 711-1712 or by accessing
their website at www.demandstar.com . The Bid Specifications may also be examined at the City of Sunny
Isles Beach – Office of the City Clerk. Bidders who obtain the Bid Specifications from sources other than
DemandStar or the City of Sunny Isles Beach are cautioned that their Bid response package may be
incomplete. Addenda will be posted and disseminated by DemandStar at least five days prior to the
submittal date to all Bidders who are listed on the official list. The City may not accept incomplete Bids.
Bids shall be on a unit price basis; segrega ted Bids will not be accepted. Sealed Bids will be received by
the City Clerk no later than 2:30 PM, on Monday, April 30, 2018 at the Sunny Isles Beach Government
Center located at 18070 Collins Avenue, 4th floor, Sunny Isles Beach, Florida, 33160. Bids received after
this time will not be considered. The City is under no obligation to return Bids. Timely submitted Bids will
be opened publicly and read aloud at this time. The envelope containing the sea led Bid must be clearly
marked:
Bid No. 18-04-01
North Bay Road Drainage Improvements
OPENING DATE AND TIME: Monday, April 30, 2018 at 2:30 PM
The City reserves the right to reject any or all Bids, with or without cause, to waive technical errors and
informalities, and to accept the Bid, which best serves the interest of, and represents the best value to, the
City in conformity with the criteria set forth in Section 62-8 of the Code of Ordinances of the City of Sunny
Isles Beach.
A Mandatory Pre-Bid Conference for all potential bidders is set for 10:30 AM on Thursday, April 12,
2018 at the 1st floor Conference Room at the City of Sunny Isles Beach Government Center located at
18070 Collins Avenue, Sunny Isles Beach, Florida 33160.
All questions regarding Invitation to Bid No. 18-04-01 shall be directed in writing to Mauricio Betancur, CMC, City
Clerk, in accordance with the timeframe specified above. Questions may be submitted via email to:
MBetancur@sibfl.net or via facsimile (305) 792-1563 or via regular mail at: Mauricio Betancur, CMC, City Clerk,
City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. Pursuant to Florida Statutes
119.071, sealed bids, proposals or replies by an agency pursuant to a competitive solicitation are exempt from
inspection until such time as the agency provides notice of an intended decision or until thirty (30) days after
the opening of the bids, proposals, or final replies, whichever is earlier.
Mauricio Betancur, CMC, City Clerk,
City of Sunny Isles Beach
City of Sunny Isles Beach |Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 4
SECTION 1
INSTRUCTIONS TO BIDDER / GENERAL TERMS AND CONDITIONS
THESE INSTRUCTIONS ARE STANDARD FOR ALL BID COMMODITIES/SERVICES ISSUED BY THE CITY OF SUNNY ISLES BEACH. THE CITY OF SUNNY ISLES BEACH MAY DELETE,
SUPERSEDE OR MODIFY ANY OF THESE STANDARD INSTRUCTIONS FOR A PARTICULAR CONTRACT BY INDICATING SUCH CHANGE IN SPECIAL INSTRUCTIONS TO BIDDERS
OR IN THE BID SHEETS. ANY AND ALL SPECIAL CONDITIONS THAT MAY VARY FROM THE GENERAL CONDITI0NS SHALL HAVE PRECEDENCE. BIDDER AGREES THAT THE
PROVISIONS INCLUDED WITHIN THIS BID OR RFP SHALL PREVAIL OVER ANY CONFLICTING PROVISION WITHIN ANY STANDARD FORM CONTRACT OF THE CHNBIDDER
REGARDLESS OF ANY LANGUAGE IN BIDDER’S CONTRACT TO THE CONTRARY.
1.1 CLARIFICATION/EXPLANATION/QUESTIONS:
Any questions concerning this Invitation to Bid or any required need
for clarification must be made to Mauricio Betancur, CMC, City Clerk
via email to: MBetancur@sibfl.net or via facsimile (305) 792-1563 or
via regular mail at: Mauricio Betancur, CMC, City Clerk, City of Sunny
Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160.
Such requests for clarification/explanation or questions must be
made in writing to Mauricio Betancur, CMC, Deputy City Clerk, at
least five (5) business days prior to the date of the Bid opening.
Interpretations or clarifications considered necessary by the City will
be issued by addenda and posted/disseminated by DemandStar
(www.demandstar.com) to all parties listed on the official plan
holders’ list as having received the Request for Bids documents. Only
questions answered by written addenda shall be binding. Oral
interpretations or clarifications shall be without legal effect. No plea
of ignorance or delay or required need of additional information shall
exempt a Respondent from submitting their submission on the
required date and time as publicly noted.
1.2 PLAN HOLDER’S LIST:
As a convenience to vendors, the City of Sunny Isles Beach has made
available via internet lists of all plan holders for each Request for
Proposal, Request for Bid, and request for qualifications. The
information is available on-line at www.demandstar.com or by calling
the Office of the City Clerk at (305) 792-1703.
1.3 ADDENDA TO SPECIFICATIONS:
If any addenda are issued after the initial specifications are released,
the City will post and disseminate the addenda through DemandStar.
For those projects with separate plans, blue prints, or other materials
that cannot be accessed through the internet, the Office of the City
Clerk will make good faith effort to ensure that all registered
proposers (those who have been registered as receiving a Bid
package) receive the documents. It is the responsibility of the
vendor prior to the submission of any Bid to check the above website
or contact the Office of the City Clerk at (305) 792-1703 to verify any
addenda issued. The receipt of all addenda must be acknowledged
on the Bid Response Sheet.
1.4 SPECIAL ACCOMMODATIONS:
Any person requiring a special accommodation at a Pre-Bid
Conference or Bid/RFP/RFQ opening because of a disability should
call the Office of the City Clerk at (305) 792-1703 at lease five (5)
days prior to the Pre-Bid Conference or Bid/RFP/RFQ opening. If you
are hearing or speech impaired, please contact the Office of the City
Clerk by calling the City of Sunny Isles Beach using the Florida Relay
Service which can be reached at 1(800) 955-8771 (TDD).
1.5 PUBLIC ENTITY CRIMES STATEMENT:
Pursuant to the provisions of paragraph (2) (a) of section 287.133,
Florida statutes -"a person or affiliate who has been placed on the
convicted vendor list following a conviction for a public entity crime
may not submit a Bid on a contract to provide any goods or services
to a public entity, may not submit a Bid on a contract with a public
entity for the construction or repair of a public building or public
work, may not submit Bids on leases of real property to a public
entity, may not be awarded to perform work as a Contractor,
supplier, sub-Contractor, or consultant under a contract with any
public entity, and may not transact business with any public entity in
excess of the threshold amount provided in section 287.107, for
category two for a period of 36 months from the date of being placed
on the convicted vendor list”.
1.6 BID DEADLINE:
Bids must be submitted no later than the time and date shown within
this document.
1.7 SEALED BID:
The entire Bid Response Package shall be placed in an opaque
envelope (with all items listed on the Bid checklist form and all other
items required within this Request for Bid must be executed) and
submitted in a sealed envelope.
1.8 BID EXECUTION, SIGNATURES, ERASURE/CORRECTION:
All Bids shall be signed in blue ink. All price quotes shall be
typewritten or printed with ink. All corrections made by the
proposers prior to the opening must be initialed and dated by the
proposers. No changes or corrections will be allowed after Bids are
opened. Bids must contain an original, manual signature of an
authorized representative of the company.
1.9 WITHDRAWAL OF BIDS:
Proposers may withdraw Bids only by written request and shall
forward the withdrawal request via “Certified U.S. Mail – Return
Receipt Requested” prior to the Bid opening time. Negligence on the
part of the Proposers in preparing the Bid confers no right for the
withdrawal of the Bid after it has been opened.
1.10 BID OPENING:
Bids will be opened publicly at the time and place stated in the Notice
to Bidder. It is the responsibility of the proposers to insure that the
Bid reaches the Office of the City Clerk on or before the closing hour
and date stated on the Request for Bid. After the Bid opening, the
contents of the Bid Form will be made public for the information of
vendors and other interested parties who may be present either in
person or by representative. Bids that are received after the Bid
opening time will not be considered and will not be returned.
1.11 EVALUATION OF BIDS:
The City, at its sole discretion, reserves the right to inspect any/all
Proposers facilities to determine their capability of meeting the
requirements for the Contract. Also, price, responsibility, and
responsiveness of the Proposers, the financial position, experience,
staffing, equipment, materials, references, and past history of
service to the City and/or with other units of state, and/or local
governments in Florida, or comparable private entities, will be taken
into consideration in the Award of the Contract.
1.11.1 Hold Harmless: All Proposer’s shall hold the City, it's
officials and employees harmless and covenant not to
sue the City, it's officials and employees in reference to
City of Sunny Isles Beach |Invitation to Bid No. 18-04-01 5
their decisions to reject, award, or not award a Bid, as
applicable.
1.11.2 Cancellation: Failure on the part of the Proposers to
comply with the conditions, specifications,
requirements, and terms as determined by the City,
shall be just cause for cancellation of the Award.
1.11.3 Disputes: If any dispute concerning a question of fact
arises under the Contract, other than termination for
default or convenience, the Contractor and the City
department responsible for the administration of the
Contract shall make a good faith effort to resolve the
dispute. If the dispute cannot be resolved by
agreement, then the department with the advice of the
City Attorney shall resolve the dispute and send a
written copy of its decision to the Contractor, which
shall be binding on both parties.
1.12 AGREEMENT:
After the Bid award, the City will, at its option, prepare an Agreement
specifying the terms and conditions resulting from the award of this
Bid. The vendor will have ten (10) calendar days after notification of
the award by the City to execute the Agreement and provide the
required Performance Bond.
The Proposers who has the Contract awarded to them and who fails
to execute the Agreement and furnish the Performance Bond and
Insurance Certificates within the specified time shall forfeit the Bid
Security that accompanied their Bid, and the Bid Security shall be
retained as liquidated damages by the City, and it is agreed that this
sum is a fair estimate of the amount of damages the City will sustain
in case the Proposers fails to enter into the Contract and furnish the
Bonds as herein before provided. Bid Security deposited in the form
of a cashier’s check drawn on a local bank in good standing shall be
subject to the same requirements as a Bid Bond.
The performance of the City of Sunny Isles Beach of any of its
obligations under the agreement shall be subject to and contingent
upon the availability of funds lawfully expendable for the purposes
of the agreement for the current and any future periods provided for
within the Bid specifications.
1.13 PAYMENTS:
Payment will be made after commodities/services have been
received, accepted, and properly invoiced as indicated in the contract
and/or purchase order. Invoices must bear the purchase order
number.
1.14 BRAND NAMES:
If a brand name, make, of any "or equal" manufacturer trade name,
or vendor catalog is mentioned whether or not followed by the words
"approved equal" it is for the purpose of establishing a grade or
quality of material only. Vendor may offer equals with appropriate
identification, samples, and/or specifications on such item(s). The
City shall be the sole judge concerning the merits of items Bid as
equals.
1.15 MATERIAL:
Material(s) delivered to the City under this Bid shall remain the
property of the seller until accepted to the satisfaction of the City.
In the event materials supplied to City are found to be defective or
do not conform to specifications, the City reserves the right to return
the product(s) to the seller at the seller’s expense.
1.16 SAMPLES:
Samples of items, when required, must be furnished by the
Proposers free of charge to the City. Each individual sample must
be labeled with the Proposers name and manufacturer's brand name
and delivered by them within ten (10) calendar days of Proposers
receipt of the “Notice to Proceed”, unless schedule indicates a
different time. If samples are requested subsequent to the Bid
opening, they should be delivered within ten (10) calendar days of
the request. The City will not be responsible for returning samples.
1.17 QUANTITY GUARANTY:
No guaranty or warranty is given or implied by the City as to the total
amount that may or may not be purchased from any resulting
Contract or Award. These quantities are for Bid purposes only and
will be used for tabulation and presentation of the Bid. The City
reserves the right to increase or decrease quantities as required,
even significantly. The prices offered herein and the percentage rate
of discount applies to other representative items not listed in this Bid.
1.18 GOVERNMENTAL RESTRICTIONS ON MATERIALS:
In the event any governmental restrictions may be imposed which
would necessitate alteration of the material quality, workmanship, or
performance of the items offered on this Bid prior to their delivery,
it shall be the responsibility of the successful Proposers to notify the
City at once, indicating in their letter the specific regulation which
required an alteration. The City of Sunny Isles Beach reserves the
right to accept any such alteration, including any price adjustments
occasioned thereby, or to cancel at no further expense to the City.
1.19 SAFETY STANDARDS:
The Proposers warrants that the product(s) supplied to the City
conforms in all respects to the standards set forth in the occupational
safety and health act (OSHA) and its amendments. Bids must be
accompanied by a materials data safety sheet (MSDS) when
applicable.
1.20 WARRANTIES:
Successful Proposers shall act as agent for the City in the follow-up
and compliance of all items under Warranty/Guaranty and complete
all forms for Warranty/Guarantee coverage under this Contract.
1.21 COPYRIGHTS/PATENT RIGHTS:
Proposers warrants that there has been no violation of copyrights or
patent rights in manufacturing, producing or selling of goods shipped
or ordered, as a result of this Bid. The seller agrees to indemnify
City from any and all liability, loss, or expense occasioned by any
such violation.
1.22 LOCAL BUSINESS TAX (OCCUPATIONAL LICENSE
REGISTRATION):
The contractor shall be responsible for obtaining and maintaining
throughout the contract period his or her city and county local
business tax receipts. Each vendor submitting a Bid on this Request
for Bid shall include a copy of the company’s local business
tax/occupational license(s) with the Bid response. For information
specific to City of Sunny Isles Beach local business tax/occupational
licenses, please call Code Enforcement & Licensing at (305) 792-
1705. If the contractor is operating under a fictitious name as
defined in Section 865.059, Florida Statutes, proof of current
registration with the Florida Secretary of State shall be submitted
with the Bid. A business formed by an attorney actively licensed to
practice law in this state, by a person actively licensed by the
Department of Business and Professional Regulations or the
Department of Health for the purpose of practicing his or her licensed
profession, or by any corporation, partnership, or other commercial
entity that is actively organized or registered with the Department of
State shall submit a copy of the current licensing from the
appropriate agency and/or proof of current active status with the
Division of Corporations of the State of Florida.
1.23 LIABILITY, INSURANCE, PERMITS AND LICENSES:
Proposers shall assume the full duty, obligation, and expense of
obtaining all necessary licenses, permits, inspections, and insurance
required. The Proposers shall be liable for any damages or loss to
the City occasioned by negligence of the Proposers (or their agent)
or any person the Proposers has designated in the completion of
their contract as a result of the Bid. Contractor shall be required to
furnish a copy of all licenses, certificates of competency or other
licensor requirements necessary to practice their profession as
required by Florida State Statute, Miami-Dade County, and City of
Sunny Isles Beach Code. Contractors shall include current Miami-
City of Sunny Isles Beach |Invitation to Bid No. 18-04-01 6
Dade County Certificates of Competency. These documents shall be
furnished to the City along with the Bid response. Failure to furnish
these documents or to have required licensor will be grounds for
rejecting the Bid.
1.24 CERTIFICATE(S) OF INSURANCE:
Proposers shall furnish to the Office of the City Clerk, City of Sunny
Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160,
certificate(s) of insurance which indicate that insurance coverage has
been obtained from an insurance company authorized to do business
in the State of Florida or otherwise secured in a manner satisfactory
to the City, for those coverage types and amounts listed in this
document, in an amount equal to 100% of the requirements and
shall be presented to the City prior to issuance of any Contract(s) or
Award(s) Document(s). The City of Sunny Isles Beach shall be
named as "additional insured" with respect to this coverage. The
required certificates of insurance shall not only name the types of
policies provided, but shall also refer specifically to this Bid and
section. At the time of Bid submission the Proposers must submit
certificates of insurance as outlined in the General Conditions
section. All required insurances shall name the City of Sunny Isles
Beach as additional insured and such insurance shall be issued by
companies authorized to issue insurance in the State of Florida. It
shall be the responsibility of the Proposers and insurer to notify the
City Manager of the City of Sunny Isles Beach of cancellation, lapse,
or material modification of any insurance policies insuring the
Proposers, which relate to the activities of such vendor and the City
of Sunny Isles Beach. Such notification shall be in writing, and shall
be submitted to the City finance support service director thirty (30)
days prior to cancellation of such policies. This requirement shall be
reflected on the certificate of insurance. Failure to fully and
satisfactorily comply with the city's insurance and bonding
requirements set forth herein will authorize the City Manager to
implement a rescission of the Bid award without further City
Commission action. The Proposers hereby holds the City harmless
and agrees to indemnify City and covenants not to sue the City by
virtue of such rescission.
1.25 ASSIGNMENT:
The Contractor shall not transfer or assign the performance required
by this Bid without prior written consent of the City Manager. Any
award issued pursuant to the Request for Proposal and monies which
may be due hereunder are not assignable except with prior written
approval of the City Manager. Further, in the event that the majority
ownership or control of the Contractor changes hands subsequent to
the award of this contract, Contractor shall promptly notify City in
writing (via United States Postal Service – Certified Mail, Return
Receipt Requested) of such change in ownership or control at least
thirty (30) days prior to such change and City shall have the right to
terminate the contract upon sixty (60) days written notice, at City’s
sole discretion.
1.26 HOLD HARMLESS/INDEMNIFICATION:
The Contractor shall indemnify, hold harmless, and defend the City
of Sunny Isles Beach, it's officers, agents and employees from and
against any claims, demands or causes of action of whatsoever kind
or nature arising out of error, omission, negligent act, conduct, or
misconduct of the Contractor, their agents, servants or employees in
the provision of goods or the performance of services pursuant to
this Bid and / or from any procurement decision of the City including
without limitation, awarding the Contract to the Contractor.
1.27 NON-CONFORMANCE TO CONTRACT:
The City of Sunny Isles Beach may withhold acceptance of, or reject
items which are found upon examination, not to meet the
specification requirements. Upon written notification of rejection,
items shall be removed within (5) calendar days by the vendor at
their own expense and redelivered at their expense. Rejected goods
left longer than thirty (30) calendar days will be regarded as
abandoned and the City shall have the right to dispose of them as
its own property. Rejection for non-conformance or failure to meet
delivery schedules may result in the Contractor being found in
default.
1.28 DEFAULT PROVISION:
In case of default by the Proposers, the City of Sunny Isles Beach
may procure the articles or services from other sources and hold the
Proposers responsible for any excess costs occasioned or incurred
thereby.
1.29 SECONDARY/OTHER VENDORS:
The City reserves the right in the event the primary vendor cannot
provide an item(s) or service(s) in a timely manner as requested, to
seek other sources without violating the intent of the Contract.
1.30 DEFINITIONS:
Wherever used in these General Conditions or in the other Contract
Documents, the following terms shall have the meaning indicated
which shall be applicable to both the singular and plural thereof:
Acceptance: Acceptance by the City of the Work as
being fully complete in accordance with
the Contract Documents subject to
waiver of claims.
Agreement: The written Agreement between the City
and the Contractor covering the Work to
be performed, which includes the
Contract Documents.
Addenda: Written or graphic instruments issued
prior to the Bid Opening which modify or
interpret the Contract Documents,
Drawings and Specifications, by addition,
deletions, clarifications or corrections.
Approved: Means approved by the City.
Bid: The offer of the Proposers submitted on
the prescribed form setting forth the
prices for the Work to be performed.
Proposers: Any person, firm or corporation
submitting a Bid for Work.
Bonds: Bid, performance bond and other
instruments of security, furnished by the
Contractor and their surety in accordance
with the Contract Documents and in
accordance with the law of the State of
Florida.
Change Order: A written order to the Contractor signed
by the City authorizing an addition,
deletion or revision in the Work, or an
adjustment in the Contract Price or the
Contract Time issued after execution of
the Agreement.
City: City of Sunny Isles Beach, 18070 Collins
Avenue, Sunny Isles Beach, Florida
33160.
Contract Documents: Contract Documents shall include,
Instructions to Proposers, Contractor's
Bid, the Bonds, the Notice of Award, the
Agreement between the City and
Contractor as well as any addenda
thereto, these General Conditions,
Special Conditions, the Technical
Specifications, Drawings and
Modifications, Notice to Proceed,
Request for Proposal, Insurance
Certificates, Change Orders and
Acknowledgment of Conformance with
the City of Sunny Isles Beach.
City of Sunny Isles Beach |Invitation to Bid No. 18-04-01 7
Contract Price: The total monies payable to the
Contractor under the Contract
Documents.
Contract Time: The number of calendar days stated in
the Agreement for the completion of the
Work.
Contracting Officer: The individual who is authorized to sign
the contract documents on behalf of the
City’s governing body.
Contractor: The person, firm or corporation with
whom the City has executed this
Agreement.
Day: A calendar day of twenty-four hours
measured from midnight to the next
midnight.
Field Order: A written order issued by the City which
clarifies or interprets the Contract
Documents or orders minor changes in
the Work.
Modification: Modification means any one of the
following: (a) a written amendment of
the Contract Documents signed by both
parties, (b) a Change Order, (c) a written
clarification or interpretation if issued by
the City, or (d) a written order for minor
change or alteration in the Work issued
by the City. A modification may only be
issued after execution of the Agreement.
Notice of Award: The written notice by City to the apparent
successful Proposers stating that upon
compliance with the conditions precedent
to be fulfilled by him within the time
specified, City will execute and deliver
the Agreement to him.
Samples: Physical examples which illustrate
materials, equipment or workmanship
and establish standards by which the
Work will be judged.
Specifications: Those portions of the Contract
Documents consisting of written
technical descriptions of materials,
equipment, construction systems,
standards and workmanship as applied to
the Work.
Statement of Services: The form furnished by the City which is
to be used by the Contractor in
requesting progress payments.
Supplier: Any person or organization who supplies
materials or equipment for the Work,
including that fabricated to a special
design, but who does not perform labor
at the site.
Work: Any and all obligations, duties and
responsibilities necessary to the
successful completion of the Project
assigned to or undertaken by Contractor
under the Contract Documents, including
all labor, materials, equipment and other
incidentals, and the furnishing thereof.
Written Notice: The term “Notice” as used herein shall
mean and include all written notices,
demands, instructions, claims, approvals
and disapproval’s required to obtain
compliance with Contract requirements.
Written notice shall be deemed to have
been duly served if delivered in person to
the individual or to a member of the firm
or to an officer of the corporation for
whom it is intended, or to an authorized
representative or such individual, firm, or
corporation, or if delivered at or sent by
registered mail to the last business
address known to them who gives the
notice. Unless otherwise stated in
writing, any notice to or demand upon
the City under this Contract shall be
delivered to the City.
1.31 BID AWARD:
The City reserves the right to reject any and all Bids at its sole
discretion. Bids shall be awarded by the City after the City performs
all necessary searches, inquiries, exploration, and analysis of the
Bids. The Bid shall be awarded to the lowest responsible and
responsive proposer whose Bid best serves the interests of and
represents the best value to the City in conformity with the criteria
set forth in Section 62-8 of the City Code. No Notice of Award will
be given until the City has concluded any investigation(s) as they
deem necessary to establish the Proposer’s capability to perform the
Services as described in this RFP, ITB, RFQ or ITQ, as substantiated
by the required professional experience, client references, technical
knowledge and qualifications; and sufficient labor and equipment to
comply with the City’s established standards, as well as the financial
capability of the Proposer to perform the Work in accordance with
the Contract Documents to the satisfaction of the City within the time
prescribed. The City reserves the right to reject the Bid of any
Proposers on the basis of these queries and investigations and who
does not meet the City’s satisfaction, even though the firm may be
the lowest dollars and cents Bid. In analyzing Bids, the City will also
take into consideration client references, past work experience and
work product, proven ability to satisfactorily perform. If the Contract
is awarded, the City will issue the Notice of Award and give the
successful Proposers a Contract for execution within ninety (90) days
after opening of Bids. The City specifically reserves the right to award
the contract to a proposer who is not necessarily the lowest dollars
and cents proposers on the basis of the results of these queries and
investigation(s).
1.32 EXECUTION OF AGREEMENT:
At least four counterparts of the Agreement, the Performance Bond,
the Certificates of Insurance and such other Documents as required
by the Contract Documents shall be executed and delivered by
Contractor to the City within ten (10) calendar days of receipt of the
Notice of Award.
1.33 LAWS AND REGULATIONS:
The Contractor will give all notices and comply with all laws,
ordinances, rules and regulations applicable to the Work. If the
Contractor observes that the Specifications are at variance therewith,
they will give the City prompt written notice thereof, and any
necessary changes shall be adjusted by an appropriate modification.
If the Contractor performs any Work knowing it to be contrary to
such laws, ordinances, rules and regulations, and without such notice
to the City, they will bear all costs arising wherefrom.
1.34 TAXES:
The City of Sunny Isles Beach is exempt from sales tax imposed by
the State and/or Federal Government. Florida Sales Tax Exemption
No. 23-00-477131-54C appears on each purchase order. Exemption
certificates are available upon request.
1.35 DUTY TO DEFEND, INDEMNIFY AND SAVE HARMLESS:
In consideration of the separate sum of twenty-five dollars ($25.00)
and other valuable consideration, the Contractor shall defend,
indemnify and hold harmless the City, its officers, agents and
employees, from or on account of any injuries or damages, received
or sustained by any person or persons during or on account of any
City of Sunny Isles Beach |Invitation to Bid No. 18-04-01 8
operations connected with the Work described in the Contract
Documents, or by or in consequence of any negligence in connection
with the same; or by use of any improper materials or by or on
account of any act or omission of the said Contractor or his Sub-
Contractor, agents, servants or employees. The Contractor will
defend, indemnify and hold harmless the City and their agents or
employees from and against all claims, damages, losses and
expenses including attorneys' fees arising out of or resulting from
the performance of the Work, provided that any such claim damage,
loss or expense (a) is attributable to bodily injury, sickness, disease
or death, or to injury to or destruction of tangible property (other
than Work itself) including the loss of use resulting wherefrom and
(b) is caused in whole or in part by any negligent act or omission of
the Contractor, Sub-Contractor, anyone directly or indirectly
employed by any of them or anyone for whose acts any of them may
be liable, regardless of whether or not it is caused by a party
indemnified hereunder. In the event that a court of competent
jurisdiction determines that Sec. 725.06 (2), F.S. is applicable to this
Work, then in lieu of the above provisions of this section the parties
agree that Contractor shall indemnify, defend and hold harmless the
City, their officers and employees, to the fullest extent authorized by
Sec. 725.06 (2) F.S., which statutory provisions shall be deemed to
be incorporated herein by reference as if fully set forth herein. In
the event that any action or proceeding is brought against City by
reason of any such claim or demand, Contractor, upon written notice
from City shall defend such action or proceeding by counsel
satisfactory to City. The indemnification provided above shall
obligate Contractor to defend at its own expense or to provide for
such defense, at City’s option, any and all claims of liability and all
suits and actions of every name and description that may be brought
against City, excluding only those which allege that the injuries arose
out of the sole negligence of City, which may result from the
operations and activities under this Contract whether the Work be
performed by Contractor, its Sub-Contractors, or by anyone directly
or indirectly employed by either.
1.36 DECISIONS ON DISAGREEMENTS:
The City will be the initial interpreter of the Technical Specifications.
1.37 CITY MAY TERMINATE:
If the Contractor is adjudged bankrupt or insolvent, or if they make
a general assignment for the benefit of their creditors, or if a trustee
or receiver is appointed for the Contractor or for any of their
property, or if they file a petition to take advantage of any debtor’s
act, or to reorganize under bankruptcy or similar laws, or if they
repeatedly fails to supply sufficient skilled workmen or suitable
materials or equipment, or if they repeatedly fail to make prompt
payments to Sub-Contractors or for labor, materials or equipment or
they disregard laws, ordinances, rules, regulations or orders of any
public body having jurisdiction, or if they disregard the authority of
the City, of if they otherwise violate any provision of, the Contract
Documents, then the City may, without prejudice to any other right
or remedy and after giving the Contractor and the surety ten (10)
days written notice, terminate the services of the Contractor and take
possession of the Project and of all materials, equipment, tools,
construction equipment and machinery thereon owned by the
Contractor, and finish the Work by whatever method they may deem
expedient. In such case the Contractor shall not be entitled to
receive any further payment until the Work is finished. If the unpaid
balance of the Contract Price exceeds the direct and indirect costs of
completing the Project, including compensation for additional
professional services, such excess shall be paid to the Contractor. If
such costs exceed such unpaid balance, the Contractor will pay the
difference to the City. Such costs incurred by the City will be
determined by the City and incorporated in a Change Order. If after
termination of the Contractor under this Section, it is determined by
a court of competent jurisdiction for any reason that the Contractor
was not in default, the rights and obligations of the City and the
Contractor shall be the same as if the termination had been issued
pursuant to this document.
1.37.1 Where the Contractor’s services have been so
terminated by the City said termination shall not affect
any rights of the City against the Contractor then
existing or which may thereafter accrue. Any retention
or payment of moneys by the City due the Contractor
will not release the Contractor from liability.
1.37.2 Upon immediate written notice to the Contractor, the
City may, without cause and without prejudice to any
other right or remedy, elect to terminate the
Agreement. In such case, the Contractor shall be paid
for all Work executed and accepted by the City as of
the date of the termination. No payment shall be made
for profit for Work which has not been performed.
1.38 MISCELLANEOUS:
Proposers acknowledge the following miscellaneous conditions:
1.38.1 Whenever any provision of the Contract Documents
requires the giving of written notice it shall be deemed
to have been validly given if delivered in person to the
individual or to a member of the firm or to an officer of
the corporation for whom it is intended, or if delivered
at or sent by registered or certified mail, postage
prepaid, to the last business address known to them
who gives the notice.
1.38.2 The Contract Documents shall remain the property of
the City. The Contractor shall have the right to keep
one record set of the Contract Documents upon
completion of the Project.
1.38.3 The duties and obligations imposed by these General
Conditions, Special Conditions and Supplemental
Conditions and the rights and remedies available
hereunder, and, in particular but without limitation, the
warranties, guarantees and obligations imposed upon
Contractor and those in the Special Conditions and the
rights and remedies available to the City, shall be in
addition to, and shall not be construed in any way as a
limitation of, any rights and remedies available by law,
by special guarantee or by other provisions of the
Contract Documents.
1.38.4 Should the City or the Contractor suffer injury or
damage to its person or property because of any error,
omission, or act of the other or of any of their
employees or agents or others for whose acts they are
legally liable, claim shall be made in writing to the other
party within a reasonable time of the first observance
of such in jury or damage.
1.39 WAIVER OF JURY TRIAL:
City and Contractor knowingly, irrevocably voluntarily and
intentionally waive any right either may have to a trial by jury in
State or Federal Court proceedings in respect to any action,
proceeding, lawsuit or counterclaim based upon the Contract
Documents or the performance of the Work there under.
1.40 GOVERNING LAW:
The Contract shall be construed in accordance with and governed by
the law of the State of Florida.
1.41 VENUE:
Venue of any action to enforce the Contract Documents shall be in
Miami-Dade County, Florida.
1.42 ARBITRATION:
It is the intention of the parties that whenever possible, if a dispute
or controversy arises hereunder then such dispute or controversy
shall be settled by arbitration in accordance with the procedures,
rules and regulations of the American Arbitration Association. The
decision rendered by the Arbitrator shall be final and binding upon
the parties and judgment upon the award rendered by the arbitrator
may be entered in any court having jurisdiction. Arbitration shall be
held in Miami-Dade County, Florida. All costs of arbitration and
City of Sunny Isles Beach |Invitation to Bid No. 18-04-01 9
attorneys’ fees incurred by the parties shall be paid by the non-
prevailing party or, if neither party prevails on the whole, each party
shall be responsible for a portion of the costs of arbitration and their
respective attorneys’ fees as may be determined by the court on
confirmation.
1.43 PROJECT RECORDS:
City shall have right to inspect and copy during regular business
hours at City’s expense, the books and records and accounts of
Contractor which relate in any way to the Project, and to any claim
for additional compensation made by Contractor, and to conduct an
audit of the financial and accounting records of Contractor which
relate to the Project. Contractor shall retain and make available to
City all such books and records and accounts, financial or otherwise,
which relate to the Project and to any claim for a period of three
years following final completion of the Project. During the Project
and the three year period following final completion of the Project,
Contractor shall provide City access to its books and records upon
five days written notice.
1.44 SEVERABILITY:
If any provision of the Contract or the application thereof to any
person or situation shall to any extent, be held invalid or
unenforceable, the remainder of the Contract, and the application of
such provisions to persons or situations other than those as to which
it shall have been held invalid or unenforceable shall not be affected
thereby, and shall continue in full force and effect, and be enforced
to the fullest extent permitted by law.
1.45 INDEPENDENT CONTRACTOR:
The Contractor is an independent Contractor under the Contract.
Services provided by the Contractor shall be by employees of the
Contractor and subject to supervision by the Contractor, and not as
officers, employees, or agents of the City. Personnel policies, tax
responsibilities, social security and health insurance, employee
benefits, purchasing policies and other similar administrative
procedures, applicable to services rendered under the Contract shall
be those of the Contractor.
End of Section
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 10
Section 2
Special Terms and Conditions
2.1 PURPOSE OF BID
The City of Sunny Isles Beach, FL (“OWNER”) has experienced excess street flooding, particularly
along North Bay Road and other streets noted within the project limits indicated on the Project
Location Map and the Aerial Location Map located in the Appendix. The principal purpose of this
project is to retain a qualified well “CONTRACTOR” capable of providing all services associated with
the maintenance, rehabilitation and testing of twenty (20) existing storm water gravity disposal
wells located on Central Island Neighborhood in the City of Sunny Isles Beach. Additional ancillary
work will require maintenance and rehabilitation of several drainage pipe outfalls, (along North Bay
Road, discharging into the Intracoastal Waterway) to assure that they are functioning properly and
not causing street flooding via backflow during high tidal conditions. OWNER performed a limited
on-site inspection along the seawall via marine vessel and noted various sizes of outfalls other than
what’s shown on as-built plans. It is OWNER’s intent to have CONTRACTOR to invest igate these
outfalls with CCTV from the land side and determine if they are connected and operational.
The CONTRACTOR performing work covered by this contract shall have all applicable well licenses.
The work covered by these specifications includes the f urnishing of all materials; labor, equipment,
personnel and performing all operations in connection with the services as specified herein and
shown on the bid documents, along with attached exhibits and drawings located in the Appendix.
Specifications included in these bid documents establish the performance, quality requirements,
location and general arrangement of materials and equipment, and establish the minimum
standards for quality of workmanship and appearance.
All maintenance, rehabilitation and construction services will be performed by a State of Florida
licensed well CONTRACTOR able to demonstrate meeting all applicable standards set by the Florida
Department of Environmental Protection (FDEP), South Florida Water Management District
(SFWMD), and Miami-Dade County Codes for individual work assignments. The well CONTRACTOR
will be responsible for securing and providing the OWNER or OWNER'S representatives, proof of
all secured permits and operating licenses as required by state and local agencies for the assigned
work.
2.2 AGENT FOR OWNER
Keith & Schnars (K&S) (the Consulting Engineers) shall serve as agent for The City of Sunny Isles
Beach, in all matters pertaining to the work on this project. No changes in t he work or
extra charges to the Contract are effective until recommended by the Engineer and approved
by the Owner in the form of a written change order.
2.3 PRE-BID CONFERENCE
A Mandatory pre-bid conference will be held on April 12, 2018 at 10:30 AM at Sunny Isles
Beach Government Center, 18070 Collins Avenue, Sunny Isles Beach, FL 33160; 1st Floor
Conference Room to discuss the special conditions and specifications included within this
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 11
solicitation. Those who fail to attend this mandatory pre-bid conference will not be considered by
the City and their bid will be determined non-responsive.
A site walk-thru will be conducted immediately following the pre -bid conference to allow bidders
to gain familiarity with the site and the existing infrastructure.
Bidders are requested to bring this solicitation document to the conference, as additional copies
may not be available.
2.4 CONTRACT TERM
The Substantial Completion of the Project shall occur no later than four hundred (400) calendar
days from date of issuance of the Notice to Proceed, and Final Completion shall occur no later
than four hundred and fifty (450) calendar days from date of issuance of the Notice to
Proceed.
2.5 METHOD OF AWARD
The term “lowest responsible and responsive Bidders” as used herein shall mean the Bidder
whose bid is the lowest of those Bidders possessing the skill, ability and integrity necessary for
the faithful performance of the work, whose bid best serves the interests of and represents the
best value to the City, as determined by the City Commission and/or the City Manager.
The City reserves the right in the event the primary vendor cannot provide an item(s) or
service(s) in a timely manner as requested, to award to a secondary vendor without violating
the intent of this ITB or any Contract awarded.
2.6 DISCRIMINATION
An entity or affiliate who has been placed on the discriminatory vendor list may not submit a Bid
on a Contract to provide goods and services to a public entity, may not submit a Bid on a
Contract with a public entity for the construction or repair of a building or public work, may not
submit Bids on leases of real property to a public entity, may not award or perform work as a
contractor, supplier, subcontractor or consultant under any Contract with any public entity, and
may not transact business with any public entity.
2.7 EQUAL EMPLOYMENT OPPORTUNITY
Contractor shall not discriminate against any employee or applicant for employment because
of race, religion, age, color, sex or national origin, or physical or mental handicap, or marital
status. Contractor shall take affirmative action to ensure that applicants are employed, and
that employees are treated during their employment without regard to their race, religion,
age, color, sex or national origin, or physical or mental handicap, or marital status. Such actions
shall include, but not be limited to the following: employment, upgrading, demotion, or
transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms
of compensation; and selection for training, including apprenticeship.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 12
2.8 PUBLIC ENTITY CRIMES
Pursuant to the provisions of section 287.133(2)(a), Florida Statutes -"A person or affiliate who has
been placed on the convicted vendor list following a conviction for a public entity crime may not
submit a bid on a contract to provide any goods or services to a public entity, may not submit a
bid on a contract with a public entity for the construction or repair of a public building or public
work, may not submit bids on leases of real property to a public entity, may not be awarded to
perform work as a Contractor, supplier, subcontractor, or consultant under a contract with any
public entity, and may not transact business with any public entity in excess of the threshold
amount provided in Section 287.017, for Category Two for a period of 36 months from the date of
being placed on the convicted vendor list".
2.9 BID PRICE
If a Bidder is awarded a contract under this solicitation, the Bid Price shall remain fixed and firm
during the contract term.
2.10 PERFORMANCE AND PAYMENT BOND
The City of Sunny Isles Beach shall require the successful Bidder to furnish a Performance Bond
and Payment Bond in the amount of 100% of the total Bid Price, with the City of Sunny Isles Beach
as the Obligee, as security for the faithful performance of the Contract and for the payment of all
persons performing labor or furnishing materials in connection herewith within ten (10) calendar
days after issuance of the Notice of Award by the City. The Performance and Payment Bond shall
continue in effect through the contract term. The bonds shall be with a surety company authorized
to do business in the State of Florida and having been in business with a record of successful
continuous operation for at least five (5) years.
The Performance Bond shall guarantee all work and materials furnished under the
Contract including losses resulting from defects in the materials or improper performance
of Work under the Contract that may appear or be discovered during performance of the Work or
during any applicable warranty period after completion of all Work, and for latent defects,
during the time periods set forth in section 95.11(3)(c), Florida Statutes. The Payment Bond shall
stay in effect until the time required by section 255.05, Florida Statutes, for the making of
claims under such Bond, or when all claimants submitting valid claims have been paid, whichever
is later.
2.11 BID BOND
The City of Sunny Isles Beach shall require that every Bidder furnish a bid bond in the amount of
5% of the total bid price. The Bid Bond shall be countersigned by an agent of the surety company
licensed to operate in the State of Florida.
2.12 INSURANCE
2.12.1 Comprehensive General Liability Insurance
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 13
Comprehensive General Liability with minimum limits of One Million Dollars
($1,000,000.00) per occurrence combined single limit for Bodily Injury Liability and
Property Damage Liability. Coverage must be offered in a form no more restrictive than
the latest edition of the Comprehensive General Liability policy, without restrictive
endorsements, as filed by the Insurance Services Office, and shall specifically include the
following with minimum limits not less than those required for Bodily Injury Liability and
Property Damage Liability:
Premises and Operation;
Independent Contractors;
Products and/or Completed Operations Hazard;
Broad Form Property Damage;
Broad Form Contractual Coverage applicable to this specific Contract, including
any hold harmless and/or indemnification agreement.
Personal Injury Coverage with Employee and Contractual Exclusions removed, with
minimum limits of coverage equal to those required for Bodily Injury Liability and
Property Damage Liability.
2.12.2 Business Automobile Liability
Business Automobile Liability with minimum limits of One Million Dollars ($1,000,000.00)
per occurrence combined single limit for Bodily Injury Liability and Property Damage
Liability. Coverage must be afforded on a form no more restrictive than the latest edition
of the Business Automobile Liability policy, without restrictive endorsements, as filed by
the Insurance Services Office, and must include:
Owned Vehicles;
Hired and Non-Owned Vehicles;
Employers’ Non-City ship.
Before starting the Work, the Bidder will file and make sure that all certificates of insurance
required by this document and by the Contract are in the City’s possession. These
certificates shall contain a provision that the coverage afforded under the policies will not
be canceled or materially changed until at least thirty (30) days prior written notice has
been given to the City by certified mail. The City shall be named as an additional insured
on the above-referenced policies.
The Bidder agrees that if any part of the Work under the Contract is sublet, they will require
the Sub-Contractor(s) to carry insurance as required, and that they will require the Sub -
Contractor(s) to furnish to them insurance certificates similar to those required by the City
in this section.
2.12.3 Worker’s Compensation Insurance
Worker's Compensation Insurance for statutory obligations imposed by Worker's
Compensation or Occupational Disease Laws, including, where applicable, the United States
Longshoremen's and Harbor Worker's Act, the Federal Employers’ Liability Act and the Homes
Act. Employer's Liability Insurance shall be provided with a minimum of One Hundred
Thousand and 00/100 dollars ($100,000.00) per accident. Bidder agrees to be responsible
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 14
for the employment, conduct and control of its employees and for any injury sustained by
such employees in the course of their employment
2.12.4 Environmental Pollution Insurance
The Contractor shall carry an Environmental Pollution Insurance for pollution-related
incidents, including the cost of cleaning up a site after a pollution incident, with limits not
less than $500,000.00 Dollars per occurrence with deductible not greater than
$100,000.00. An additional Form or endorsement to the Commercial General Liability
Insurance to include an Environmental Pollution Insurance coverage providing the
specified coverage, is acceptable.
2.12.5 Cancellation and Re-Insurance
If any insurance should be cancelled or changed by the insurance company or should any
insurance expire during the period of this contract, the Consultant shall be responsible for
securing other acceptable insurance to provide the coverage specified in thi s section to
maintain coverage during the life of this Contract. All deductibles must be declared by the
Bidder and must be approved by the City. At the option of the City, either the Bidder shall
eliminate or reduce such deductible or the Bidder shall procure a Bond, in a form
satisfactory to the City, covering the same.
NOTE: THE CITY OF SUNNY ISLES BEACH, CONTRACT NUMBER AND TITLE MUST
APPEAR ON EACH CERTIFICATE OF INSURANCE. THE CITY OF SUNNY ISLES BEACH
MUST BE SHOWN AS AN ADDITIONAL INSURED WITH RESPECT TO THIS COVERAGE.
2.13 EXAMINATION OF SITE
Each Bidder shall visit the site of the proposed work before submitting Bid and shall fully acquaint
themselves with conditions relating to construction and labor so that he or she may fully understand
the facilities, difficulties and restrictions attending the execution of work under the Contract. It will
be assumed that the Bidder has investigated and is satisfied as to the conditions of work to be
performed and materials to be furnished and shall base Bid on their own opinion of the conditions
likely to be encountered, and for the bid price must assume all risk of variance, by whomsoever
made in any computation or statement of amounts or quantities necessary to fully complete the
work in strict compliance with the Contract Documents.
Each Bidder shall thoroughly examine and be familiar with the plans and specifications. The failure
or omission of any Bidder to receive or examine any form, instrument, addendum or other
documents, or to visit the site and acquaint themselves with conditi ons there existing, shall in no
way relieve any Bidder from any obligation with respect to their Bid or to the Contract. The
submission of a Bid shall be taken as prima facie evidence of compliance with this document.
No plea of ignorance of conditions that exist or that may hereafter exist, or of conditions or
difficulties that may be encountered in the execution of the work under this Contract, as a result
of failure to make the necessary examinations and investigations, will be accepted as an excuse
for any failure or omission on the part of the Contract to fulfill, in every detail, all of the
requirements of Contract Documents, nor will they be accepted as a basis on any claim whatsoever
for extra compensation or for any extension of time.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 15
2.14 DISCREPANCIES
Should a Bidder find discrepancies or ambiguities in, or omissions from, the Drawings or
Specifications, or should they be in doubt as to their meaning, they shall at once notify the
City in writing.
2.15 INTERPRETATION OF PLANS AND DRAWINGS
On all drawings, the figured dimension shall govern in case of discrepancy between the scales and
figures. The Contractor shall take no advantage of any error or omission in the Drawings or of any
discrepancy between the Drawings and Specifications. The Engineer of Record shall make
such interpretations as may be deemed necessary for the fulfillment of the intent of the Drawings
and Specifications as construed by the Engineer, and his/her decision shall be final. If there is a
discrepancy between plans and specifications, the specifications govern.
2.16 LABOR REGULATIONS
The Contractor shall fully comply with all laws and regulations concerning labor, work
hours, wage rates, labor conditions and related matters. No contractor or subcontractor contracting
for any part of the contract work which may require or involve the employment of laborers or
mechanics shall require or permit any such laborer or mechanic in any workweek in which he or
she is employed on such work to work in excess of forty hours in such workweek unless such
laborer or mechanic receives compensation at a rate not less than one and one -half times the basic
rate of pay for all hours worked in excess of forty hours in such workweek.
2.17 LICENSES, PERMITS AND FEES
The Contractor shall obtain and pay for all licenses, permits and inspec tion fees required for this
project; and shall comply with all laws, ordinances, regulations and building code requirements
applicable to the work contemplated herein. Damages, penalties and or fines imposed on the City
or the Contractor for failure to obtain required licenses, permits or fines shall be borne by the
Contractor. Contractor shall be required to furnish a certified copy of all licenses, certificates of
competency or other licensure requirements necessary to practice his profession as require d by
Florida Statutes, Florida Building Code, Miami-Dade County, or City of Sunny Isles Beach Code.
These documents shall be furnished to the City along with the Bid response. Failure to furnish
these documents or to have required licensure will be grounds for rejecting the Bid as non-
responsive or otherwise.
2.18 QUALIFICATION OF BIDDER
A Bidder will be required to show, to the complete satisfaction of the Owner, that they have
the necessary facilities, equipment, ability, and financial resources to perform the work in a
satisfactory manner, within the time specified. No Contract will be awarded except to responsible
Contractors and businesses capable of performing the class of work contemplated. The Contractor
must be in business for at least 10 years, and completed 5 projects of a similar nature and a
minimum contract value of five hundred thousand ($500,000) dollars or larger.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 16
2.19 SUBCONTRACTORS:
If one or more subcontractors are to be used, the subcontractor must be clearly identified and
noted in the submittal when it is submitted. The City must approve any changes in the use of
subcontractors in advance and in writing. No such approval will be construed as making the City a
party to such subcontract, or subjecting the City to liability of any kind to any subcontractor. No
subcontractor will under any circumstances relieve the Respondent of its liability and obligation
under any resulting contract. Subcontractor is subject to the same contractual conditions as is the
Respondent.
The Engineer shall promptly notify the Contractor, in writing, if either the Owner or Engineer, after
due investigation, has reasonable objections to any subcontractor on said list and does not accept
them. Failure of the Owner or Engineer to make objection within three (3) weeks to any
subcontractor on the list shall constitute acceptance of such subcontractor. After acceptance, no
subcontractor shall be changed without written approval by the Owner and Engineer.
2.20 PAYMENTS
Each invoice or payment application must be accompanied by all supporting documentation and
other information reasonably requested by City, including, but not limited to a Partial Release of
Lien or Final Release of Lien as appropriate in the forms set forth in Chapter 713.20, Florida
Statutes. Reference herein to Chapter 713, Florida Statutes is for convenience, and shall not be
construed as a waiver of sovereign immunity or authority for imposition of liens against public
property. Each progress payment shall be reduced by 10% retainage. Subject to other
requirements of the Contract Documents, retainage shall be released after final complet ion of the
Work and City’s receipt of acceptable reports and other documentation including certification of
payment to subcontractors, if any, and a Final Release of Lien in the form set forth in Section
713.20, Florida Statutes.
A final payment invoice or application must be accompanied by written notice from Contractor that
the entire Work is completed. The City’s engineer of record will make a final inspection and notify
Contractor in writing with a punch list of all particulars in which this inspection reveals that the
Work is incomplete or defective. Contractor shall immediately take such measures as are necessary
to complete the punch list and remedy deficiencies. Contractor’s obligation to perform and complete
the Work in strict accordance with the Contract Documents shall be absolute. The City may refuse
payment if (a) the Work is defective or completed Work has been damaged requiring correction or
replacement, (b) the City has been required to correct defective Work or complete Work in
accordance with the Contract Documents, or (c) because claims have been made against the City
on account of Contractor’s performance or furnishing of the Work or liens or claims have been filed
or asserted in connection with the Work or there are other items entitling the City to a set-off
against the amount due. No payment will be made for Work performed by the Contractor to replace
defective work; for work which is not shown or ordered in the Contract Documents; or additional
work performed by Contractor without prior written approval of City.
Invoices shall be supported with detailed information and mailed to:
City of Sunny Isles Beach
18070 Collins Ave, 4th Floor
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 17
Sunny Isles Beach, FL 33106
2.21 TAXES
Contractor must pay all applicable sales, consumer, use and other taxes required by law. Contractor
is responsible for reviewing the pertinent state statutes involving state taxes and complying with
all requirements.
2.22 LABOR, MATERIALS, AND EQUIPMENT SHALL BE SUPPLIED BY THE CONTRACTOR
The Contractor shall furnish the following, including but not limited to, all labor, materi al,
equipment, barricading, Maintenance of Traffic (MOT) inclusive of any required off duty police
officers, adequate supervision, and coordination for satisfactory contract performance. Any lane
closures require a City permit prior. When not specifically identified in the technical
specifications, such materials and equipment shall be of a suitable type and grade for the purpose
and meeting or exceeding all permit or industry standard requirements. All material, workmanship,
100% design, testing and equipment shall be subject to the inspection and approval of the City
Manager or his designated representative for this project.
2.23 CLEAN-UP
All unusable materials and debris shall be removed from the premises at the end of each workday,
and disposed of in an appropriate manner. No equipment, material, debris, trailers or other items
may be stored in any location outside of the provided construction easements without written
approval from the City and the property owner. Upon final completion, the Contractor shall
thoroughly clean up all areas where work has been involved as mutually agreed with the City.
2.24 FEDERAL, STATE AND LOCAL REGULATIONS
The successful Bidder shall comply with all federal, state and local ordinances, regulations, rules
and permits as well as any other laws that would apply to the services being provided. The Bidder’s
costs associated with regulatory requirements shall be included in the bid whether depicted
specifically or not within the body of the ITB.
2.25 MATERIALS SHALL BE NEW AND WARRANTED AGAINST DEFECTS
The Bidder hereby acknowledges and agrees that all materials, except where recycled content is
specifically requested, supplied by the Bidder in conjunction with this solicitation and resultant
contract shall be new, warranted for their merchantability, and fit for a particular purpose. In the
event any of the materials supplied to the City by the Contractor are found to be defective or do
not conform to specifications: (1) the materials may be returned to the Contractor at the
Contractor’s expense and the contract cancelled or (2) the City may require the Contractor to
replace the materials at the Contractor’s expense. No provisions or allotments for delays or time
extensions to the schedule as a result of “defective”, unacceptable material, or reused material
found shall be granted.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 18
In the event that material is suspected by the City of being reused or not new in original packaging,
the material may be rejected. The Contractor shall remove such material and replace it at his/her
cost and within the original schedule. No provisions or allotments for delays or time extensions to
the schedule as a result of “defective”, unacceptable material, or reused material found shall be
granted.
2.26 NOTIFICATION TO BEGIN WORK SHALL BE GIVEN THROUGH A NOTICE TO PROCEED
The Contractor shall neither commence any work, nor enter a City work premise, until a written
Notice to Proceed (NTP) directing the Contractor to proceed with the work has been received by
the Contractor from the City Manager; provided however, that such notification shall be superseded
by any emergency work that may be required in accordance with provisions included elsewhere in
this solicitation and resultant contract. In addition to the written NTP, the Contractor must supply
the City with the required insurance and bond documents.
2.27 ACCIDENT PREVENTION AND BARRICADES
Barricades, cones, construction fencing, temporary construction fencing and off duty police officers,
per City regulations and other relevant requirements, shall be provided by the Contractor when
work is performed in areas traversed by persons, vehicular traffic or when deemed necessary by
the City Manager at no extra cost to the City. CONTINUOUS OFF-DUTY POLICE SUPPORT SHALL
BE REQUIRED FOR ALL WORK RESULTING IN MODIFICATIONS TO THE EXISTING TRAFFIC FLOW
PATTERNS INCLUDING BUT NOT LIMITED TO LANE CLOSURES AND DETOURS OR WHERE
OTHERWISE REQUESTED BY THE CITY.
Contractor shall comply with City, State and Federal regulations and permit requirements for the
placement of the proper Traffic Control Devices. Precautions shall be exercised at all times for the
protection of persons and property. All services performed under this contract shall conform to all
relevant regulations as prescribed in the current edition of the Manual of Uniform Traffic Control
Devices (MUTCD), the Florida Department of Transportation’s Design Standards (DS) and OSHA
during the course of such effort. Where requirements vary or conflict, the more stringent shall
apply. Any fines levied by the above mentioned authorities for failure to comply with these
requirements shall be borne solely by the Contractor.
2.28 SAFETY MEASURES:
Contractor shall take all necessary precautions for the safety of employees, and shall erect
and properly maintain at all times all necessary safeguards for the protection of the
employees and the public. Contractor to follow all OSHA Safety Standards. Danger signs warning
against hazards created by his/ her operation and work in progress must be posted.
All employees of the contractor shall be expected to wear safety glasses o r goggles,
appropriate clothing, and hearing protection when and wherever applicable. The contractor shall
use only equipment that is fully operational and in safe operating order. Contractor shall be
especially careful when servicing property when pedestrians and/ or vehicles are in close proximity
— work shall cease until it is safe to proceed.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 19
2.29 DELIVERY & PROTECTION OF MATERIAL AND EQUIPMENT
All material must be F.O.B. destination. The Contractor is solely liable and responsible for the
purchase, delivery, and installation of all materials and equipment. The contractor will make all
arrangements for delivery. Contractor will be solely liable for receiving, inspecting, accepting, and
replacing any damaged materials or equipment and filing any and all claim with suppliers or
transporters. Contractor is responsible for the protection of all materials and equipment from
adverse weather conditions, damage, deterioration, and theft until the Work has bee n accepted by
the City.
2.30 CORRECTION OR REMOVAL OF DEFECTIVE WORK
If required by City, Contractor shall promptly, as directed and at its sole expense, either correct all
defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected
by City, remove it from the site and replace it with non-defective Work. Contractor shall bear all
direct, indirect and consequential costs of such correction or removal (including but not limited to
fees and charges of engineers, architects, attorneys and other professionals) made necessary
thereby.
2.31 CHANGE ORDER
The Contract may only be changed by a Change Order approved by the City. Any
increase or decrease in the Contract Price or adjustment in the Contract Time shall be based
on written notice by the Contractor delivered promptly to the City (but in no event later than
seven (7) days) after the acknowledgement or occurrence of the event giving rise to the claim
and stating the general nature of the claim. Within fourteen (14) days thereafter, notice of the
amount of the claim with all supporting data shall cover all amounts (direct, indirect and
consequential) to which the claimant is entitled as a result of the occurrence of said event. All
claims for adjustment in the Contract Price or Contract Time shall be determined by the City.
Contractor acknowledges and agrees that no claim for an adjustment in the Contract Price or
Contract Time will be valid or enforceable if not submitted in strict accordance with this
paragraph.
The value of any Work covered by a Change Order or of any claim for an increase or
decrease in the Contract Price or Contract Time shall be determined by: 1) mutual
acceptance of a lump sum (which may include an allowance for overhead and profit) or 2) by
application of unit prices contained in the Contract Documents to the quantities of the items
involved. The City shall decide, in its sole discretion, whether to issue and agree to a Change
Order, and verbal representations or instructions may not be relied upon by the Contractor.
2.32 GUARANTEES
No guarantee or warranty is given or implied by the City as to a minimum or total amount
of services that may or may not be purchased from any resulting contract or award. The
quantities and frequencies provided herein are for proposal purposes only and will be used for
tabulation and presentation of the bid. The City reserves the right to increase or decrease
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 20
service quantities and frequencies, as deemed necessary to serve th e best interests of the
City.
2.33 WARRANTY SHALL BE SUPPLIED IN WRITTEN FORM
In addition to any manufacturer’s warranties, Contractor warrants and guarantees to the Town
that all work will be in strict accordance with the Contract Documents and will not be defective.
All defective Work, whether or not in place, may be rejected, corrected or accepted as provided
below.
2.33.1 Correcting Defects Covered Under Warranty
The Contractor shall be responsible for promptly correcting any deficiency, at no cost to
the City, within seven (7) calendar days after the City notifies the Contractor of such
deficiency in writing. If the Contractor fails to satisfy the warranty within the period
specified in the notice, the City may (a) place the Contractor in default of its contract,
and/or (b) procure the products or services from another source and charge the Contractor
for any additional costs that are incurred by the City for this work or items; either through
a credit memorandum or through invoicing.
2.33.2 Owner May Stop the Work
If the Work is defective or Contractor fails to supply sufficiently skilled workers or suitable
materials or equipment, or fails to furnish or perform the Work in such a way that the
completed Work will strictly conform to the Contract Documents, Town may order
Contractor to stop the Work, or any portion thereof, until the cause for such order has
been eliminated. However, this right of Town to stop the Work shall not give rise to any
duty on the part of Town to exercise this right for the benefit of Contractor or any other
party.
2.34 ONE YEAR CORRECTION PERIOD
In the event any work is found to be defective within one year after the date of Final Completion,
Contractor shall promptly, without cost to City and in accordance with City’s written instructions,
either correct such defective Work, or, if it has been rejected by City, remove it from the site and
replace it with non-defective Work. If Contractor does not promptly comply with the terms of such
instructions, or in an emergency where delay would cause serious risk of loss or damage, City may
have the defective Work corrected or the rejected Work removed and replaced, and all direct,
indirect and consequential costs of such removal and replacement (including but not limited to fees
and charges of engineers, architects, attorneys and other professionals) will be promptly paid by
Contractor. Nothing in this ITB or the Contract shall be construed as a limitation on any right or
remedy for breach of the Contract or defects in the Work. All rights set forth herein and in the
Contract shall be deemed cumulative and in addition to any rights or remedies which may be
afforded by Florida law.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 21
2.35 “AS BUILT” RECORD DOCUMENTS
The Contractor shall supply the Owner with one (1) set of “As Built” record drawings, three (3)
sets of signed and sealed drawings, and a CD with the electronic CAD drawings in State Plane
Coordinates NAD 1983 with the 1990 Adjustment, if applicable, indicating the final installation
of all the infrastructure placed as part of this project, as well as all modifications made due to
field conditions, change orders, et cetera. Surveying and layout expenses are the responsibility
of the Bidder.
2.36 LIQUIDATED DAMAGES FOR INCOMPLETE PROJECTS
The Contractor is obligated and guarantees to complete the Project in the time set forth in the
Contract or any approved extension of time the Contractor may be granted by the City Manager.
The Contractor will be notified in writing of any approved exceptions or extensions by the City
Manager. Failure to complete the project in accordance with the specifications and to the
satisfaction of the City within the time stated for substantial and/or final completion shall cause the
Contractor to be subject to charges for liquidated damages for each and every calendar day the
work remains incomplete beyond these deadlines. The liquidated damages amounts are as follows:
Original Contract Amount Daily Charge Per Calendar Day, weekends and holidays included
$500,000 but less than $2,500,000 ................................................................................. $1,584
As compensation due to the City for loss of use and for additional costs incurred by the City due to
such non-completion of the work, the City shall have the right to deduct the said liquidated
damages from any amount due, or that may become due to the Contractor under this agreement,
or to invoice the Contractor for such damages if the costs incurred exceed the amount due to the
Contractor.
2.37 FRAUD AND MISREPRESENTATION
The City may terminate this Contract based on any attempt by the Contractor to meet its
contractual obligations with the City through fraud, misrepresentation or material misstatement.
Should this occur the Contractor will be responsible for all direct or indirect costs associated with
termination or cancellation of the Contract.
2.38 BACKGROUND CHECKS
The successful Firm will be responsible for hiring the necessary personnel to conduct the specified
services and will comply with all federal, state, and local laws related to minimum wage, social
security, nondiscrimination, Americans with Disabilities Act (“ADA”), unemployment compensation,
and workers’ compensation. All staff assigned to this contract shall be required, at their sole cost
and expense, to pass a criminal background check prior to award of the contract. The c riminal
background check shall consist of a Florida Department of Law Enforcement (“FDLE”) Florida Crime
Information Center/National Crime Information Center (“FCIC/NCIC”) criminal records check. Any
employee not meeting this requirement will not be permit ted to work at any City facility.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 22
2.39 PUBLIC RECORDS LAW
The City is subject to Chapter 119, Florida Statutes, “Public Records Law.” No claim of
confidentiality or proprietary information in all or any portion of a response will be honored unless
a specific exemption from the Public Law exists and is cited in the response. An incorrectly claimed
exemption does not disqualify the firm, only the exemption claimed. Contractor acknowledges the
public shall have access at all reasonable times, to all documents and information pertaining to
City’s contracts, subject to the provisions of Chapter 119, Florida Statutes, and agrees to allow
access by the City and the public to all documents subject to disclosures under applicable law.
To the extent that Contra ctor has been provided access to or has received security sensitive
information, as defined by Florida Statutes, Section 119.071 and/or has executed a Confidential
Information Acknowledgement and Agreement as part of the ITB process, Contractor shall keep
and maintain the security sensitive information as confidential and exempt from public disclosures
as required by Florida Statutes.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE
SUCCESSFUL PROPOSER’S DUTY TO PROVIDE PUBLIC
RECORDS RELATING TO THIS AGREEMENT, CONTACT THE
CUSTODIAN OF PUBLIC RECORDS AT CITY OF SUNNY ISLES
BEACH 18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL
33160. THE CITY CLERK’S OFFICE MAY BE CONTACTED BY
PHONE AT (305) 792-1703 OR VIA EMAIL AT
MBetancur@sibfl.net.
END OF SECTION
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 23
Section 3
Bid Response Format
3.0 FORMAT
Submittals shall be submitted in duplicate. Submit one (1) original, four (4) copies and one (1)
electronic copy of the submittal on USB Drive or CD. All required signatures shall be manual, in
blue ink of an authorized representative who has the legal aut hority to bind the CONTRACTOR in
contractual obligations. Each page of the bid should state the name of the CONTRACTOR, the bid
number, and the page number. The City reserves the right to request additional data or material
to support bid. All material submitted in response to the ITB will become the property of the City.
LABEL EACH SECTION AS NUMBERED
The proposal must be in the following format.
1. Company Information
In response to this Proposal, all Contractors must provide the following:
Name of Agency/Company (including any "Doing Business As" names)
Company Locations
Internet Web Site Address (if any)
Details of Entity Business Structure (Corporation, Partnership, LLC)
Date Founded
Office address and telephone number, email address
List of any outstanding litigation that would threaten the viability of the firm or
the performance of this contract
Proof of insurance
Proposer must submit a copy of Florida Division of Corporations Sunbiz report
with your company registered as active.
W9
2. Qualifications
Proposer’s relevant experience, qualifications and past performance
An explanation of why the Contractor is the best qualified to perform the
contract and demonstrate its qualifications including an item-by-item disclosure
outlining how the firm meets or exceeds the requirements of this ITB.
Provide a brief introduction letter highlighting the overall experience and
qualifications of the Respondent with respect to the services requested under this
Solicitation. Project list demonstrating this minimum experience and shall include,
at a minimum: the project, date of completion, base contract amount, number and
amount of change orders, if any, the name, address, and phone number of the
owner or owner’s representative familiar with th e work. Specifically list any
projects, either complete or underway, that are located in Miami -Dade, Broward
or Palm Beach, Florida Counties.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 24
3. Staffing
Relevant experience and qualifications of key personnel, including key personnel of
subcontractors, that will be assigned to this project and experience and qualifications of
subcontractors
• The size and experience of the company staff pool from which staff assigned to
the management contract can be drawn
Minimum hiring qualifications
The composition of the staff team that will be assigned to the contract
The names of the employees in the area responsible for this contract
Their function in the compa ny.
The name of the person who will be responsible for the coordination of work.
Experience and qualifications of staff and satisfactory record of performance of
staff
Each Bid must identify the name(s) and address(es) of all Subcontractors, suppliers
and other persons and organizations including those who are to furnish the
principal items of material and equipment. If requested by City after Bid Opening
and before Award, the successful bidder shall submit to City additional detail on
any or all Subcontractors or Suppliers including without limitation, pertinent
information regarding similar projects, and other evidence of qualification for each
such Subcontractor, Supplier, other persons or organization. If City, after due
investigation has reasonable objection to any proposed Subcontractor, Supplier,
other persons or organization, may request the successful Bidder submit an
acceptable substitute without an increase in Bid price.
4. Approach / Methodology
Proposers approach methodology to providing the services requested in this solicitation
Suitability of the methodologies and approaches used in achieving tasks
Overall organization to completing the project
Ability to meet desired timelines and deadlines
Work plan explaining how they intend on meeting the established deadlines.
Please submit training/safety manuals and/or methodology required by staff
5. References
Each Proposer must submit a list of three (3) references of Current and Past Customers,
preferably government agencies of which they have provided services similar in scope
and size of those described herein. No staff at the City of Sunny Isles Beach shall be listed
as a reference.
Each Reference must be supplied on Client’s Letterhead
Each Reference letter must be signed with contact person and phone number.
Local References are preferred.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 25
The City retains the right to request any additional information pertaining to the
Contractor’s ability, qualifications, and procedures used to accomplish all work under the
contract as it deems necessary to ensure safe and satisfactory work.
6. Corporate Standing and Authorized Signatory
Respondent must demonstrate that the company is in good standing and that the person
signing this submittal is an Authorized Signatory on behalf of the respondent to sign bids,
proposals, negotiate and/or sign contracts, agreements, amendments and related
documents to which the respondent will be duly bound. The respondent must provide a
copy of the State Certificate of good standing listing the officers of the company. If the
signatory is not one of the officers listed on the State Certificate, the respondent must
provide one of the following forms of evidence of Signatory Authority with its response:
a. A copy of firm’s Articles of Incorporation listing the approved signatories of the
corporation;
b. A copy of a resolution listing the members of staff as authorized signatories for the
firm; and
c. A letter from a corporate officer listing the members of staff that are authorized
signatories for the firm.
7. Litigation History
CONTRACTOR shall provide a summary of any litigation or arbitration that the
CONTRACTOR, its parent company or its subsidiaries have been engaged in or are currently
engaged in, during the past five (5) years against or involving (1) any public entity in
Florida for any amount (2) any private entity for an amount greater than $100,000. The
summary shall state the nature of the litigation or arbitration, a brief description of the
case, the outcome or projected outcome, and the monetary amounts involved. The CITY
may disqualify any CONTRACTOR it determines to be excessively litigious.
8. Forms and Attachments
Enclosed Forms;
Respondent must complete, sign as required, and submit the Addenda and all forms
Firm’s Current Certificate(s) of Insurance; and Attach a financial statement including
bidder’s latest balance sheet and income statement.
END OF SECTION
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 26
SECTION 4
BID FORM 1
DELIVER TO:
City of Sunny Isles Beach
City Clerk
18070 Collins Avenue
Sunny Isles Beach, FL 33160
OPENING: 2:30 P.M.
Monday, April 30, 2018
PLEASE QUOTE PRICES, LESS TAXES, FOR THE
CITY OF SUNNY ISLES BEACH, FLORIDA
NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be
less all taxes. Tax Exemption Certificate furnished upon request.
Issued by: Purchasing Agent
GENESIS CUEVAS
Date Issued:
04/02/2018
This Bid Submittal Consists of
Pages 26+
Sealed bids are subject to the Terms and Conditions of this Request for Proposal and the accompanying
Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or
incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address
shown above until the above stated time and date, and at that time, public ly opened for furnishing the
supplies or services described in the accompanying Bid Submittal Requirement.
RFP 18-04-01
NORTH BAY ROAD DRAINAGE IMPROVEMENTS
PROCUREMENT AGENT: FIRM NAME:
GENESIS CUEVAS
________________________________________
COMMODITY CODE(S):
RETURN ONE ELECTRONIC COPY (FLASHDRIVE OR CD) ONE ORIGINAL AND FOUR COPIES OF BID
SUBMITTAL PAGES AND AFFIDAVITS
FAILURE TO SIGN PAGE 28 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON-
RESPONSIVE
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 27
Bid Title: North Bay Road Drainage Improvements
THE UNDERSIGNED BIDDER PROPOSES AND AGREES, IF THIS BID IS ACCEPTED, TO ENTER
INTO AN AGREEMENT WITH THE CITY OF SUNNY ISLES BEACH TO PERFORM AND FURNISH
ALL WORK AS SPECIFIED OR INDICATED IN THE CONTRACT DOCUMENTS FOR THE CONTRACT
PRICE AND WITHIN THE CONTRACT TIME INDICATED IN THIS BID AND IN ACCORDANCE
WITH THE OTHER TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS.
The Bidder accepts all of the terms and conditions of the ITB and Instructions to Bidders, including without
limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for
90 days after the day of Bid opening. The Bidder agrees to sign and submit the Agreement and other
documents required by this ITB within ten days after the date of the City’s Notice of Award.
IN SUBMITTING THIS BID, THE BIDDER REPRESENTS, AS MORE FULLY SET FORTH IN THE
AGREEMENT, THAT:
The Bidder has familiarized himself/herself with the nature and extent of the Contract Documents,
Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect
cost, progress, performance, or furnishing of the Work.
The Bidder has given the City written notice of all conflicts, errors, discrepancies that it has discovered
in the Contract Documents and the written resolution thereof by City is acceptable to the Bidder.
This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or
corporation and is not submitted in conformity with any agreement or rules of any group, association,
organization, or corporation; the Bidder has not directly or indirectly induced or solicited any other
Bidder to submit a false or sham Bid; the Bidder has not solicited or induced any person, firm or
corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain for itself any
advantage over any other Bidders or over the City.
The Bidder understands and agrees that the Bid is for unit prices to furnish and install individual Work
Items for maintenance and/or repair work, complete in place. Estimates are provided for the purpose of
Bid evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to
be contracted by the City under individual Purchase Orders, based on the unit prices established under this
Bid.
The City and the successful Bidder will establish completion times for each individual Work Item and the
successful Bidder agrees that the work will be completed within the time frames agreed upon and
stipulated in the individual Purchase Orders and/or Notice to Proceed.
Exact Legal Company Name: ______________________________________________________________
Business Name (dba), if any: ______________________________________________________________
Street Address: __________________________________________________________________________
Mailing Address (if different): ________________________________________________________________
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 28
Telephone No.: ______________________________________________________
Fax No.: ___________________________________________________________
Email Address: ______________________________________________________
FEIN No.: __________________________________________________________
*By signing this document the bidder agrees to all Terms
Authorized Signature: ________________________________________________
Print Name: ________________________________________________________
Title: ______________________________________________________________
THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF BIDDER TO BE
BOUND BY THE TERMS OF ITS BID. FAILURE TO SIGN THIS SOLICITATION WHERE
INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE BID NON-
RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY BID THAT
INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE BIDDER TO THE
TERMS OF ITS OFFER.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 29
BID FORM 2
QUALIFICATION REQUESTS
Contractor to list projects of similar project scope fulfilling the following qualification
requests:
1. List Project Management Personnel, include resumes. Personnel cannot be changed
without written approval.
* Principal in charge
* Project Manager
* Superintendent
2. How many years has your organization been in business as a General Contractor?
3. List minimum of three (3) previous similar public Bid projects, include: Project Name,
Owner, Project Address, Contact person, Phone, Contract Amount, Date of Completion and
Description of Work.
4. Have you personally inspected the proposed work, are there any concerns that may
impede your performance on this project?
5. Will you subcontract any part of this work? If so, give details such as the subcontractor
name, address, phone number and type of work to be performed. Also, indicate the
percentage of the total work to be performed by the subcontractor.
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 30
6. What equipment will you purchase for the proposed work?
7. What equipment will you rent for the proposed work?
8. The business is a (sole proprietorship) (partnership) (corporation) and name of owner:
CONTRACTORS MUST ATTACH LICENSES, TRAININGS AND CERTIFICATIONS OF CONTRACTOR AND
SUBCONTRACTORS
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 31
BID FORM 3
ADDENDA ACKNOWLEDGEMENT
INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES
PART I:
LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS
ITB
Addendum #1, Dated
Addendum #2, Dated
Addendum #3, Dated
Addendum #4, Dated
Addendum #5, Dated
Addendum #6, Dated
Addendum #7, Dated
Addendum #8, Dated
PART II:
NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS ITB
FIRM NAME: __________________________________________________________________________
SIGNATURE: ______________________________________________
TITLE: __________________________________________
DATE: ________________
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 32
BID FORM 4
BID PRICING
Item
No.Description Estimated
Quantity Unit Price Extended
Amount
1 General Conditions _______% of Total Bid Price (max.
Allowable 10%)1LS
2 Mobilization/Demobilization _______% of Total Bid Price
(max. Allowable 8%)1LS
3 Remove and Replace Steel Grate on Well Casing Riser 20 EA
4 "Before" Downhole Video
5 Clean-out the Concrete Well Structure and Open Hole Well
Casing 20 EA
6 Well Development including Jetting with Simultaneous Airlift
Development 20 EA
7 "After" Downhole Video 20 EA
8 Site Restoration 1 LS
Total Base Bid (sum of Items 1 through 8)
Item
No.Description Estimated
Quantity Unit Price Extended
Amount
9 Furnish and Install 20-inch diamater PVC Liner 1,600 LF
10 Cement Grout 1,200 94 lb. Sk
11 "Well Yield" Test 20 EA
12a Outfall Cleaning and CCTV Inspection (10" through 24")500** LF
12b Outfall Cleaning and CCTV Inspection (24" through 42")500** LF
13
Furnish all materials, labor, and equipment to construct and
install CheckMate Inline Tideflex valves with all fittings;
including excavation, grading, removal, and disposal of soil
and debris and all other necessary appurtenances.
--
13a 10" CheckMate Inline Tideflex valves 1EA
13b 12" CheckMate Inline Tideflex valves 1EA
13c 16" CheckMate Inline Tideflex valves 1EA
13d 18" CheckMate Inline Tideflex valves 1EA
13e 20" CheckMate Inline Tideflex valves 1EA
13f 24" CheckMate Inline Tideflex valves 1EA
13g 30" CheckMate Inline Tideflex valves 1EA
13h 36" CheckMate Inline Tideflex valves 1EA
13i 42" CheckMate Inline Tideflex valves 1EA
BID FORM
ALTERNATES
(In Words) (In Numbers)
$
BASE
Page 1 of 2
Item
No.Description Estimated
Quantity Unit Price Extended
Amount
14
Furnish all materials, labor, and equipment to construct and
install ALUMINUM manatee grate, with all fittings; including
excavation, grading, removal, and disposal
of soil and debris and all or other necessary appurtenances
--
14a 10" ALUMINUM Manatee Grate 1 EA
14b 12" ALUMINUM Manatee Grate 1EA
14c 16" ALUMINUM Manatee Grate 1EA
14d 18" ALUMINUM Manatee Grate 1EA
14e 20" ALUMINUM Manatee Grate 1EA
14f 24" ALUMINUM Manatee Grate 1EA
14g 30" ALUMINUM Manatee Grate 1EA
14h 36" ALUMINUM Manatee Grate 1EA
14i 42" ALUMINUM Manatee Grate 1EA
15
Design-Build services that may include but not limited to
engineering design,testing, permitting with all applicable
agencies, materials, labor, and equipment to convert selected
drainage wells to injection wells.
3** EA
Total Base Plus Alternates (sum of Items 1 through 15)
*Bidder shall indicate the percentage (%) in the blank provided on the Bid Form for Pay Items 1 and 2. Refer to Section
012025 Measurement and Payment of the technical specifications for additional detail for all Pay Items.
**Quantity shown is for estimation purposes only. Actual quantity may vary.
$
(In Words) (In Numbers)
Page 2 of 2
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 33
AFFIDAVITS
1 of 10
NON-COLLUSION AFFIDAVIT
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
STATE OF FLORIDA )
)
COUNTY OF _____________)
The undersigned being first duly sworn as provided by law, deposes, and says:
This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be
relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid.
The undersigned is authorized to make this Affidavit on behalf of,
_____________________________________________________________
(Name of Corporation, Partnership, Individual, etc.)
a, ________________________________, formed under the laws of _____________
(Type of Business) (State)
of which he is ________________________________________________.
(Sole Owner, Partner, President, etc.)
Neither the undersigned nor any person, firm, or corporation named above nor anyone else to the knowledge of the undersigned, have
themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or
employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein.
This Bid is genuine and not collusive or a sham; the person, firm or corporation named above has not colluded, conspired, connived or agreed
directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall
refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with
any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids
described above true; and further; neither the undersigned, nor the person, firm or corporation named above has directly or indirectly
submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to any member or agent
thereof.
___________________________________ ___________________________________
AFFIANT’S NAME AFFI ANT’S TITLE
TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this _____ day of _______________________, 2018.
Personally Known ________ or Produced Identification ________;
Type of identification ___________________________________
(Affix seal here)
___________________________________
NOTARY PUBLIC (name printed or typed)
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PUBLIC ENTITY CRIMES
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a)
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
PUBLIC ENTITY CRIMES
Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate
who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a
Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a
public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of
real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or
Consultant under a Contract with any public entity, and may not transact business with any public entity in excess
of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on
the convicted vendor list".
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER
OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to City of Sunny Isles Beach _____________
by____________________________________________________________________________
[print individual’s name and title]
for____________________________________________________________________________
[print name of entity submitting sworn statement]
whose business address is:
_______________________________________________________________________________
_______________________________________________________________________________
and (if applicable) its Federal Employer Identification number (FEIN) is_____________________.
(If the entity had no FEIN, include the Social Security Number of the individual signing this sworn
statement:_________________________________.)
2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a
violation of any state or federal law by a person with respect to and directly related to the transaction of
business with any public entity or with an agency or political subdivision of any other state or with the
United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any
public entity or an agency or political subdivision of any other state of the United States and involving
antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.
3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a
finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any
federal or state trail court of record relating to charges brought by indictment or information after July 1,
1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere.
4. I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means:
a.) predecessor or successor of a person convicted of a public entity crime; or
b.) Any entity under the control of any natural person who is active in the management of the entity
and who has been convicted of a public entity crime. The term "affiliate" includes those officers,
directors, executors, partners, shareholders, employees, members, and agents who are active in
the management of an affiliate. The ownership by one person of shares constituting a controlling
interest in another person, or a pooling of equipment or income among persons when not for fair
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market value under an arm's length agreement, shall be a prime facie case that one person
controls another person. A person who knowingly enters into a joint venture with a person who
has been convicted of a public entity crime in Florida during the preceding 36 months shall be
considered an affiliate.
5.I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural
person or entity organized under the laws of any state or of the United States with the legal power to
enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or
services let by a public entity, or which otherwise transacts or applies to transact business with a public
entity. The term "persons" includes those officers, directors, executives, partners, shareholders,
employees, members, and agents who are active in management of any entity.
6.Based on information and belief, the statement which I have marked below is true in relation to the entity
submitting this sworn statement. (Indicate which statement applies.)
____ Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, nor any
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989.
____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, or an
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989.
____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in the management of the entity, or an
affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,
1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of
Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the
State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer
determined that it was not in the public interest to place the entity submitting this sworn statement on the
convicted vendor list. (Attach a copy of the final order.)
I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE
PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,
THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I
ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO
A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA
STATUTES, FOR CATEGORY TWO OF ANY, CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.
By:
______________________________________
(Signature)
______________________________________
(Printed Name)
______________________________________
(Title)
Sworn to and subscribed before me this ______ day of_______________________, 20_____, by
__________________________________________________.
(AFFIX NOTARY STAMP HERE) ______________________________________
Signature: Notary Public – State of Florida
______________________________________
Print or Type Commissioned Name
Personally Known __________ OR Produced Identification __________
Type of Identification Produced ________________________________
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EQUAL OPPORTUNITY /
AFFIRMATIVE ACTION
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT
The contractors and all subcontractors hereby agree to a commitment to the principles and
practices of equal opportunity in employment and to comply with the letter and spirit of
federal, state, and local laws and regulations prohibiting discrimination based on race,
color, religion, national region, sex, age, handicap, marital status, and political affiliation or
belief.
Signed: ________________________________________
Title: ________________________________________
Firm: ________________________________________
Address: ________________________________________
________________________________________
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C O N F L I C T O F I N T E R E S T
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles each, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
CONFLICT OF INTEREST STATEMENT
The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers
must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or
employee of the City of Sunny Isles Beach or its agencies.
STATE OF FLORIDA
COUNTY OF ________________________
BEFORE ME, the undersigned authority, personally appeared __________________________________________ ,
who was duly sworn, deposes, and states:
18.1. I am the _________________________ of __________________________________________ with a local
office in ______________________________________________________________________ and principal office
in ___________________________________________________________________________________________.
18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. _________________
described as _________________________________________________________. The Affiant has made diligent
inquiry and provides the information contained in this Affidavit based upon his own knowledge.
18.3. The Affiant states that only one submittal for the above Bid is being submitted and that the above
named entity has no financial interest in other entities submitting Bids for the same project.
18.4. Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement,
participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection
with the entity’s submittal for the above Bid. This statement restricts the discussion of pricing data until the
completion of negotiations if necessary and execution of the Contract for this project.
18.5. Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or
otherwise ineligible from participation in contract letting by any local, State, or Federal Agency.
18.6. Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict
of interest due to any other clients, contracts, or property interests for this project.
18.7. I certify that no member of the entity’s ownership or management is presently applying for any
employee position or actively seeking an elected position with the City of Sunny Isles Beach.
18.8. I certify that no member of the entity’s ownership or management, or staff has a vested interest in any
aspect of the City of Sunny Isles Beach.
18.9. In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above
named entity, will immediately notify the City of Sunny Isles Beach.
Dated this __________ day of __________________________________, 20____.
____________________________________________ ____________________________________
AFFIANT Print or Type Name and Title
Sworn to and subscribed before me this __________ day of ______________________________, 20____.
Personally Known, OR
Produced Identification - Type of Identification ____________________________________________
NOTARY PUBLIC STATE OF FLORIDA _______________________________________________________
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DISPUTE DISCLOSURE
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
DISPUTE DISCLOSURE FORM
Answer the following questions by placing a “X” after “Yes” or “No”. If you answer “Yes”, please
explain in the space provided, or on a separate sheet attached to this form.
1.Has your firm or any of its officers, received a reprimand of any nature or been suspended by the
Department of Professional Regulations or any other regulatory agency or professional associations within the last
five (5) years?
YES __________ NO __________
2.Has your firm, or any member of your firm, been declared in default, terminated or removed from a
contract or job related to the services your firm provides in the regular course of business within the last five (5)
years?
YES __________ NO __________
3.Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests,
or litigation in the past five (5) years that is related to the services your firm provides in the regular course of
business?
YES __________ NO __________ If yes, state the nature of the request for equitable adjustment, contract
claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the
monetary amounts of extended contract time involved.
I hereby certify that all statements made are true and agree and understand that any misstatement or
misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid
for the City of Sunny Isles Beach.
________________________________________ ______________________________________
Firm Date
________________________________________ _______________________________________
Authorized Signature Print or Type Name and Title
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ANTI-KICKBACK
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
ANTI-KICKBACK AFFIDAVIT
STATE OF FLORIDA )
)
COUNTY OF ___________ )
I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid
will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a
commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or
by an officer of the corporation.
By: ________________________________
Title: ________________________________
The foregoing instrument was acknowledged before me this _____ day of
__________________, 20____, by _________________________________________ [name
of person], as __________________________________ [type of authority], for
________________________________ [name of party on behalf of whom instrument was
executed].
AFFIX NOTARY STAMP HERE:
_______________________________
Notary Public – State of Florida
________________________________
Print or Type Commissioned Name
Personally Known __________ OR Produced Identification __________
Type of Identification Produced ________________________________
8 of 10
BID BOND
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
STATE OF FLORIDA )
)
COUNTY OF ____________)
KNOW ALL MEN BY THESE PRESENTS, that we,_______________________________ as Principal, and
_______________________________________________________, as Surety, are held and firmly bound unto the City of Sunny Isles
Beach, a municipal corporation of the State of Florida in the sum of _______________________________ Dollars ($ __________), lawful
money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators
and successors jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying Bid
dated, ______________2018 for:
______________________________________________________________________.
WHEREAS, it was a condition precedent to the submission of said Bid that a cashier’s check or Bid Bond in the amount of five percent (5%) of
the Base Bid be submitted with said Bid as a guarantee that the Proposers would, if awarded the Contract, enter into a written Contract with
the City for the performance of said Contract, within ten (10) consecutive calendar days after written notice having been given of the Award of
the Contract.
NOW, THEREFORE, the conditions of this obligation are such that if the Principal within ten (10) consecutive calendar days after written
notice of such acceptance, enters into a written Contract with the City of Sunny Isles Beach and furnishes the Performance Bond, satisfactory
to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance,
then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of Sunny Isles Beach and the Surety
herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated
damages for failure thereof of said Principal.
IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this_____________day
of________________________,20 , the name and the corporate seal of each corporate party being hereto affixed and these presents
being duly signed by its undersigned representative.
DOCUMENT CONTINUES ON NEXT PAGE
IN PRESENCE OF:
__________________________________ _________________
Individual or Partnership Principal Affix Corporate Seal
_________________________________
Business Address
_________________________________
City, State, and Zip Code
_________________________________ _______________________________
Business Telephone Business Facsimile
ATTEST:
___________________________________ ______________________________ Secretary
(Corporate Surety)*
By:
*Impress Corporate Seal
IMPORTANT
Surety companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorized
to transact business in the State of Florida.
9 OF 10
PERFORMANCE BOND
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, FL 33160
Telephone: (305) 947-0606 Fax: (305) 949-3113
FORM OF PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
That, pursuant to the requirements of Florida Statute 255.05, we,
___________________________________________________________, as Principal, hereinafter called
Contractor, and ________________________, as Surety, are bound to the City of Sunny
Isles Beach, Florida, as Obligee, hereinafter called City, in the amount of ________________________________
Dollars ($ _____________) for the payment whereof Contractor and Surety bind themselves, their heirs,
executors, administrators, successors and assigns, jointly and severally.
WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No, awarded the
day of , 20 , with in accordance with contract documents prepared by the City
of Sunny Isles Beach, which Contract is by reference made a part hereof, and is hereafter referred to as the
Contract;
THE CONDITION OF THIS BOND is that if the Contractor:
1.Fully performs the Contract between the Contractor and the City for services described within (Bid No.
_______________) within calendar days after the date of Contract commencement as specified in the
Notice to Proceed and in the manner prescribed in the Contract; and
2.Indemnifies and pays City all losses, damages (specifically including, but not limited to, damages for
delay and other consequential damages caused by or arising out of the acts, omissions or negligence of
Contractor), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that
City sustains because of default by Contractor under the Contract; and
3.Upon notification by the City corrects any and all defective or faulty Work or materials which appear within
one and one half (1 1/2) years, and:
4.Performs the guarantee of all Work and materials furnished under the Contract for the time specified in
the Contract, then this Bond is void, otherwise it remains in full force. Whenever Contractor shall be, and
declared by City to be, in default under the Contract, the City having performed City’s obligations there under, the
Surety may promptly remedy the default, or shall promptly:
4.1. Complete the Contract in accordance with its terms and conditions; or
4.2. Obtain a Bid or Bids for completing the Contract in accordance with its terms and conditions,
and upon determination by Surety of the best, lowest, qualified, responsible and responsive
Proposers, or, if the City elects, upon determination by the City, and Surety jointly of the best,
lowest, qualified, responsible and responsive Proposers, arrange for a Contract between such
Proposers and City, and make available as Work progresses (even though there should be a
default or a succession of defaults under the Contract or Contracts of completion arranged
under this paragraph) sufficient funds to pay the cost of completion less the balance of the
Contract Price; but not exceeding, including other costs and damages for which the Surety
may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance
of the Contract Price." as used in this paragraph, shall mean the total amount payable by City
to Contractor under the Contract and any amendments thereto, less the amount properly paid
by City to Contractor.
No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City
named herein.
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The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and
compliance or noncompliance with any formalities connected with the Contract or the changes do not affect
Surety's obligation under this Bond.
Signed and sealed this day of , 20 .
WITNESS: BY:
(Name of Corporation)
_________________________
Secretary
(Signature)
(CORPORATE SEAL)
(Type Name and Title Signed Above)
IN THE PRESENCE OF; INSURANCE COMPANY:
BY:
*Agent and Attorney-in-Fact
*(Power of Attorney must be attached)
(Address)
______________________________
(City/State/Zip Code)
______________________________
(Telephone)
STATE OF FLORIDA
COUNTY OF _________________________
The foregoing instrument was acknowledged before me this _____ day of __________________,
20____, by _________________________________________________________ [name of person], as
__________________________________ [type of authority], for ________________________________ [name
of party on behalf of whom instrument was executed].
AFFIX NOTARY STAMP HERE: ______________________________________
Signature: Notary Public – State of Florida
______________________________________
Print or Type Commissioned Name
Personally Known __________ OR Produced Identification __________
Type of Identification Produced ________________________________
City of Sunny Isles Beach | Invitation to Bid No. North Bay Road Drainage Improvements 18-04-01 34
TECHNICAL SPECIFICATIONS
CITY OF SUNNY ISLES BEACH TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
SECTION TITLE
DIVISION 1 – GENERAL REQUIREMENTS
00500 General Requirements
01000 Summary of Work
01025 Measurement and Payment
01030 Hurricane Preparedness
01300 Submittals
01535 Protection of Existing Utilities/Facilities and Site Restoration
DIVISION 2 – SITE WORK
02100 Outfall Valves
02761 Cleaning Storm Sewer Systems
02762 Televising Storm Sewer Systems
DIVISION 3 – WELL REHABILITATION
03200 Well Casing
03300 Downhole Video Log
03400 Cement Grout
03500 Well Development
03720 Well Rehabilitation Sequence
Appendices
Appendix A – Location Plan, Well Details, and Photographs
Appendix B – CCTV Inspection Report
Appendix C – Daily Field Report
SECTION 00500
GENERAL REQUIREMENTS
PART 1 - GENERAL
1.1 PROJECT DESCRIPTION
A.The City of Sunny Isles Beach has experienced excess street flooding, particularly along
North Bay Road and other streets noted within the project limits indicated on the Project
Location Map and the Aerial Location Map located in the Appendix.
The principal purpose of this project is to retain a qualified well CONTRACTOR capable
of providing all services associated with the maintenance, rehabilitation and testing of
twenty (20) existing storm water gravity disposal wells located on Central Island
Neighborhood in the City of Sunny Isles Beach, FL (OWNER). Additional ancillary work
will require maintenance and rehabilitation of several drainage pipe outfalls, (along North
Bay Road, discharging into the Intracoastal Waterway) to assure that they are functioning
properly and not causing street flooding via backflow during high tidal conditions.
OWNER performed a limited on-site inspection along the seawall via marine vessel and
noted various sizes of outfalls other than what’s shown on as-built plans. It is OWNER’s
intent to have CONTRACTOR to investigate these outfalls with CCTV from the land side
and determine if they are connected and operational.
B.The CONTRACTOR performing work covered by this contract shall have all applicable
well licenses. The work covered by these specifications includes the furnishing of all
materials; labor, equipment, personnel and performing all operations in connection with
the services as specified herein and shown on the bid documents, along with attached
exhibits and drawings located in the Appendix.
C.Specifications included in these bid documents establish the performance, quality
requirements, location and general arrangement of materials and equipment, and
establish the minimum standards for quality of workmanship and appearance.
D.All maintenance, rehabilitation and construction services will be performed by a State of
Florida licensed well CONTRACTOR able to demonstrate meeting all applicable
standards set by the Florida Department of Environmental Protection (FDEP), South
Florida Water Management District (SFWMD), and Miami-Dade County Codes for
individual work assignments.
SECTION 00500 - 1
GENERAL REQUIREMENTS
CITY OF SUNNY ISLES BEACH
CITY OF SUNNY ISLES BEACH SECTION 00500 - 2
GENERAL REQUIREMENTS
E.The well CONTRACTOR will be responsible for securing and providing the OWNER or
OWNER'S representatives, proof of all secured permits and operating licenses as
required by state and local agencies for the assigned work.
F.All maintenance, rehabilitation and construction activities will be initiated during the
following hours:
a.Standard time: 7:00 a.m. to 6:30 p.m. Monday through Thursday, 7:00 a.m. to 5:00
p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday.
b.Daylight saving time: 7:00 a.m. to 7:00 p.m. Monday through Thursday, 7:00 a.m. to
5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
c.No construction activities shall take place on Sunday and on the following holidays:
New Year's Day, Fourth of July, Labor Day, Yom Kippur, Thanksgiving Day, and
Christmas Day.
The OWNER, ENGINEER, and the regulatory agencies must be given a 24-hour notice
prior to any work activities.
PART 2 - PRODUCTS
2.1 EQUIPMENT AND PERSONNEL
A.The CONTRACTOR will provide capable personnel and equipment to conduct the work
as authorized. The work shall be performed with the equipment, which is adequate to
perform all phases of the work. The CONTRACTOR shall submit information on the
equipment to be used in this project as requested by the OWNER.
B.If in the opinion of the ENGINEER, the CONTRACTOR'S equipment is not capable of
satisfactorily performing the work described in these specifications, the CONTRACTOR
shall substitute equipment satisfactory to the ENGINEER.
C.The CONTRACTOR shall provide the services of experienced licensed drillers and
competent helpers.
D.The CONTRACTOR shall coordinate with the ENGINEER and OWNER so that the
project is competed in a timely manner, with minimal impact to existing facility operations.
CITY OF SUNNY ISLES BEACH SECTION 00500 - 3
GENERAL REQUIREMENTS
PART 3 - EXECUTION
3.1 REPORTING
A.The CONTRACTOR shall furnish two high quality field copies of the various geophysical
logs to the ENGINEERS immediately following logging operations. The CONTRACTOR
shall deliver seven final copies prepared by the logging company to the ENGINEER prior
to completion of the work.
B.The CONTRACTOR shall keep a daily activity log once the work is started and until
completed. The daily log will describe the nature of conditions encountered, the work
done during each day, items of work accomplished, materials used during each day, the
water level in the well at the beginning and end of each shift, and other pertinent data as
required by the ENGINEER. The City will utilize this information to prepare reports to the
appropriate regulatory agencies if required.
C.After maintenance, rehabilitation and construction activities have been completed, the
wall structure and the well shall be thoroughly cleaned of all foreign substances, including
tools, timbers, rope, debris of any kind, cement, oil, grease, and scum.
D.The CONTRACTOR shall at all times keep the premises free from accumulations of
waste materials caused by his employees or work and shall clean up as often as
necessary and as directed by the ENGINEER. After the well modification has been
completed, the site shall be cleaned up; any ditches dug should be filled in; any ditches
filled shall be returned to normal; all peripheral materials and any other imported
substances shall be removed; and the site returned to its original condition.
E.The CONTRACTOR shall take precautions as necessary, or as required, to permanently
prevent contaminated water or water having undesirable physical, bacteriological, or
chemical characteristics from entering through the opening made by the CONTRACTOR
in the stratum. The CONTRACTOR shall take all necessary precautions to prevent
contaminated water, gasoline, etc. from entering the disposal wells.
F.At all times during the progress of the work, the CONTRACTOR shall protect the well to
effectively prevent either accidental or willing tampering or the entrance of foreign matter.
The CONTRACTOR shall provide and set substantial temporary barricades satisfactory
to the ENGINEER, as needed.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 01000 - 1
SUMMARY OF WORK
SECTION 01000
SUMMARY OF WORK
PART 1 - GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
The work described in these specifications is for the maintenance and rehabilitation of twenty
(20) existing storm water gravity disposal wells owned by the City of Sunny Isles Beach
(OWNER), located on Central Island neighborhood in Sunny Isles Beach, Florida. In addition,
there is some minor ancillary maintenance work related to several drainage outfall pipes that
may require attention.
On 1/29/18, inspections were performed at four (4) wells located along North Bay Road that
are identified as W-2, W-3, W-15 and W-18 on the attached Exhibits (see the Appendix). All
of these wells revealed debris and extensive amounts of sludge in the concrete well
structures and the well casings. A summary of findings is provided.
The OWNER may elect to rehabilitate some or all of the wells as the OWNER sees fit. The
OWNER will determine the wells that are to be rehabilitated and the order in which
rehabilitation is to take place. The well location maps and a construction details table are
provided in the Appendix at the end of these specifications. The CONTRACTOR shall
perform all work in accordance with specification sections provided in the contract
documents.
Examples of typical scope of work for these wells are described below. The actual scope will
vary; this is only provided to give insight as to the nature of the anticipated work.
Mobilize to each well site, remove access lid, perform visual of the well structure and
arrange for a “before” downhole video to determine the extent of sludge buildup in the
well structure and the well casing.
Arrange to remove the existing steel grate/screen on the top of the well casing within the
well structure. Clean/remove all debris and vegetative growth within the well structure.
Pending the results of the “before” video, if warranted, clean out (a) all sludge in the
concrete well structure and (b) the open hole casing using the reverse air method,
develop well using airlift/jet vac.
Perform “after” video to confirm that the cleanout procedure was successful and the steel
well casing’s integrity has been maintained.
If the wall of the casing has been compromised, arrange for the installation of a 20” PVC
casing inside the existing casing (assumed to be 24” per as-built drawings).
CITY OF SUNNY ISLES BEACH SECTION 01000 - 2
SUMMARY OF WORK
Perform a well “yield test” to confirm that the original design production rate 600 gpm/ft
head has been achieved. Additional well development may be required until that rate has
been achieved.
Insert concrete grout between the existing casing and the new 20” PVC casing using
“tremie” method. Replace steel grate/screen on top of the well casing and restore the site
(asphalt, concrete paving, concrete curbing or sodding if damaged during maintenance
activities).
Perform condition assessment on three (3) outfall pipes (10”, 16” and 12” diameters)
identified on the Project Location Map and several others observed during recent site
visit to assure that they are plugged/abandoned per the original design plans. The intent
is that the North Bay Road street system is not impacted by high tides backing up and
causing street flooding. If the outfalls are not plugged, CONTRACTOR shall install inline
check valves that will allow one directional flow from upland street level to the Intercoastal
waterway only.
Some of the existing gravity wells may be converted to “mini injection wells” in order to
attain better discharge capacity and provide a greater relief to the project area. OWNER
may direct CONTRACTOR to furnish design, permitting, materials, labor, and equipment
to convert selected drainage wells to injection wells.
In performing the scope of work, the CONTRACTOR shall furnish all labor, materials,
transportation, tools, supplies, equipment and necessary appurtenances to rehabilitate and
re-develop the wells and address the outfall piping to the satisfaction of the OWNER as
specified herein.
1.2 EQUIPMENT AND PERSONNEL
The CONTRACTOR shall furnish capable personnel and equipment required to handle the
materials and perform the tasks specified herein. The OWNER or its ENGINEER shall
reserve the right to inspect the equipment of the CONTRACTOR to assure qualification. The
awarded CONTRACTOR shall repair or replace any equipment not considered by the
OWNER or ENGINEER to be satisfactory. At the OWNER’s discretion, the CONTRACTOR
shall demonstrate the accuracy and precision of the CONTRACTOR’S methods of
measurement.
The CONTRACTOR shall provide and mobilize a clean water storage tank, for the
CONTRACTOR’S use onsite. The tank shall be acceptable to the OWNER and be used for
storage of water and sludge/debris to be removed and disposed of at an approved/licensed
facility.
1.3 SITE CONDITIONS
Each well site is located in an area with adequate access. The CONTRACTOR shall use the
designated access location for each well site. The CONTRACTOR is assumed to have
CITY OF SUNNY ISLES BEACH SECTION 01000 - 3
SUMMARY OF WORK
viewed the well sites before submitting a bid. Specific work tasks requiring additional laydown
area for materials and/or equipment will be agreed upon by the OWNER and CONTRACTOR
prior to any notice to proceed.
The cost of all equipment, supplies, and materials necessary to disassemble the well grate
and connect temporary piping or equipment that will be used to accomplish the scope of work
shall be included in the line item bid price for that item. Other existing improvements at each
site shall be removed, as needed, with prior approval by the OWNER. During the period of
the contract, the CONTRACTOR will protect all well appurtenances removed by the
CONTRACTOR; protect all remaining improvements; and protect any equipment loaned to
the CONTRACTOR.
CONTRACTOR shall secure any well structure within his/her scope of work and prevent
unauthorized access at all times. When the CONTRACTOR is off site, the well structure shall
be properly protected,
The CONTRACTOR will advise the OWNER of any device or appurtenances known by the
CONTRACTOR to be broken or unstable upon discovery. The CONTRACTOR shall replace,
at the CONTRACTOR’S expense, items that are damaged, broken, or rendered unusable as
a result of actions by the CONTRACTOR.
1.4 DESCRIPTION OF EXISTING WELLS
The existing well construction details are provided in the Appendix of these specifications.
1.5 SPECIFIC WELL REHABILITATION WORK TASKS
Well rehabilitation may include the following work tasks or any combination thereof:
A. Mobilization/Demobilization: Included in this task is the transport of all necessary drilling
equipment, pumps, motors, surge tanks and other ancillary equipment on site, including
restroom facilities for CONTRACTOR’S use, preparation of the site for set-up of the rig
and all necessary equipment and set-up of all necessary drilling and/or rehabilitation
equipment to perform the well rehabilitation, including erosion prevention measures,
drainage Best Management Practices, and sedimentation collection measures. All
associated permitting requirements to transport and set-up the drilling equipment are also
included in this task.
B. Remove Grate/Screen on Well Casing Riser: The existing well grate/screen on the well
casing riser within the concrete well structure will be completely removed by the
CONTRACTOR. The existing casing shall remain in place and undamaged.
C. “Before” Downhole Video: CONTRACTOR to videotape the condition of the concrete well
structure and the open hole of the well casing to determine sludge /debris buildup.
CITY OF SUNNY ISLES BEACH SECTION 01000 - 4
SUMMARY OF WORK
Coordinate with the ENGINEER and the OWNER to ascertain if CONTRACTOR is to
proceed with the cleaning and removing of sludge /debris.
D. Clean-out the Concrete Well Structure and Open Hole Well Casing: The CONTRACTOR
shall clean-out (remove all sludge) the concrete well structure and open borehole from
the base of the well casing for the total well depth to the satisfaction of the ENGINEER
and OWNER. This is to include all necessary equipment, materials and labor needed to
complete the work.
E. Well Development (Including airlift, jetting with simultaneous airlift, and pump
development): The CONTRACTOR will provide all pumps, motors, air compressors,
surge tanks, discharge hoses and/or pipes, and other ancillary equipment needed to
develop each production well to the extent that, as practical, suspendable solids have
been removed from the open hole, well bore, screen in accordance with Section 03500.
A daily development log (example provided in Appendix A) must be recorded daily and
submitted to the ENGINEER and OWNER for approval of development performed. This
line item cost is to include all necessary equipment, materials and labor needed to
complete the work.
F. “After” Downhole Video: CONTRACTOR to videotape the condition of the existing well
casing to determine if the cleanout procedure is acceptable to the OWNER and the
ENGINEER. In addition, the CONTRACTOR to ascertain with the approval of the
OWNER and the ENGINEER that the existing well casing has maintained its integrity and
its function has not been compromised. If damage to the existing casing is detected in
the video, the CONTRACTOR will proceed to install 20” PVC Schedule 40.
G. Install New 20-inch Diameter PVC Liner Casing: The CONTRACTOR will supply and
install the specified amount of PVC liner in the well in accordance with Section 03200.
This work shall include, but not be limited to:20-inch diameter Schedule 40 PVC liner
casing installed for the full depth of the existing well casing. Actual casing depths will be
determined by field measurement.
H. Grout 20-Inch Liner: Following liner placement, CONTRACTOR to grout the annular
space between the 20-inch diameter liner and the existing 24-inch diameter well casing
with neat cement using the “tremie” method.
I. Perform “Well Yield” Test: CONTRACTOR to perform a well yield test to assure that the
original design production rate of 600 gpm/ft head has been achieved. Additional well
development may be needed until that rate is achieved to the satisfaction/approval of the
OWNER and ENGINEER.
CITY OF SUNNY ISLES BEACH SECTION 01000 - 5
SUMMARY OF WORK
J. Install New Well Grate/Screen: The CONTRACTOR will supply and install a stainless-
steel well grate replacement at each well location. This work shall include, but not be
limited to, stainless steel wire-wrapped screen, all labor, materials and equipment
necessary for proper the proper re-screen installation. Well grate/screen size to match
the existing damaged well screen.
K. Perform Outfall Condition Assessment: CONTRACTOR shall perform cleaning and
CCTV inspection of storm drain lines that are connected outfalls in order to confirm
whether they are plugged or open and operational. OWNER shall identify which outfalls
are to be assessed. Abandonment in place “as is” will not be acceptable. If any of the
outfalls are not properly plugged, the CONTRACTOR shall notify the OWNER. If directed
by OWNER, CONTRACTOR shall install an inline check valve to assure that there is no
street flooding due to backflow from the high tides in the Intracoastal Waterway.
CONTRACTOR shall also install aluminum manatee grate at each outfall.
L. Replace Grates/Screens and Restore Sites: CONTRACTOR to replace all
grates/screens on each of the wells as needed and restore the site, i.e., asphalt, concrete
sidewalk, curbing and/or sodding if damaged during the maintenance activities.
M. Design-Build Services for Conversion of Existing Drainage Wells to Injection Wells: Some
of the existing gravity wells may be converted to “mini injection wells” in order to attain
better discharge capacity and provide a greater relief to the project area. OWNER shall
determine which existing gravity wells are optimal candidates for conversion. OWNER
may direct CONTRACTOR to provide Design-Build services that may include but not
limited to engineering design, testing, permitting with all applicable agencies, materials,
labor, and equipment to convert selected drainage wells to injection wells.
1.6 DISPOSAL OF WASTES AND DEBRIS
The CONTRACTOR shall provide containment for all fluids and solids associated with the
pumping/jet vac work described in these specifications. The CONTRACTOR shall dispose of
all spent wastes off site by the end of business day in an environmentally responsible manner
and in accordance with all implementing regulatory agencies. Water that meets criteria for
discharge on site may be discharged on site. The CONTRACTOR shall minimize flooding to
adjacent properties and roadways. If necessary, temporary berms will be constructed and/or
piping shall be installed to divert all discharge water to an approved drainage structure.
CONTRACTOR shall be responsible for implementing Best Management Practices (BMPs)
for erosion and drainage protection.
CITY OF SUNNY ISLES BEACH SECTION 01000 - 6
SUMMARY OF WORK
1.7 SITE RESTORATION
Upon completion of the work, the CONTRACTOR shall replace existing grates/screens with
new grates/screens, landscaping, irrigation, damaged pavement and curbing, sod and all
other appurtenances to restore each site to the satisfaction of the OWNER. Each well shall
be left clean; free of oils, grease, or any other substances used during rehabilitation. The
CONTRACTOR shall remove from the site all removed deposits, existing well materials,
debris, unused materials and chemicals. The CONTRACTOR shall restore the site to its
original or better condition acceptable to OWNER including repair or replacement of
damaged components at no additional cost to the OWNER. Site restoration shall also include
any restoration work to the water discharge outfalls, drainage ditches and canals.
1.8 TIMEFRAME AND WORKING HOURS
The CONTRACTOR shall mobilize to the site and be actively performing the scope of work
required in these specifications within 10 calendar days upon authorization to proceed
(NOTICE TO PROCEED) by the OWNER. The CONTRACTOR shall be diligent in
completing the specified tasks during normal working hours to completion. The
CONTRACTOR is required to provide a minimum two (2) working days’ notice to the OWNER
and/or ENGINEER when work tasks require an on-site supervisor by the OWNER or
ENGINEER. All maintenance, rehabilitation and construction activities will be initiated during
the following hours:
a. Standard time: 7:00 a.m. to 6:30 p.m. Monday through Thursday, 7:00 a.m. to 5:00
p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday.
b. Daylight saving time: 7:00 a.m. to 7:00 p.m. Monday through Thursday, 7:00 a.m. to
5:00 p.m. on Friday, and 9:00 a.m. to 5:00 p.m. on Saturday
c. No construction activities shall take place on Sunday and on the following holidays:
New Year's Day, Fourth of July, Labor Day, Yom Kippur, Thanksgiving Day, and
Christmas Day.
1.9 REPORTING
On a daily basis, the CONTRACTOR shall complete the Daily Work Log Form and submit a
copy to the OWNER and the ENGINEER on a weekly basis. A copy of the form may be
requested by the OWNER or ENGINEER at any time. Include in the log the names of
personnel on site, hours on site, and a detailed description of type of work performed, any
problems, date and time for each entry. The log shall be kept current with a copy located at
the well site and be available for inspection by the ENGINEER. When performing
development work, an additional Daily Development Log shall be completed on a daily basis
and submitted to the OWNER and ENGINEER on a weekly basis in conjunction with the
Daily Work Log Form. Any pay application submitted with incomplete daily logs will be
automatically rejected. The CONTRACTOR shall notify the OWNER immediately if
CITY OF SUNNY ISLES BEACH SECTION 01000 - 7
SUMMARY OF WORK
unforeseen or unanticipated complications or conditions occur during the performance of the
scope of work. All submittals shall be completed in accordance with Section 01300.
1.10 PROTECTION OF PROPERTY
The CONTRACTOR shall take special precautions to reduce to a minimum the nuisances
and damage to property which could result from working in a residential area and adjacent
to a road or right of way. Any damage to public or private property shall be immediately
repaired or paid for by the CONTRACTOR at no expense to the OWNER. During the period
of the contract, the CONTRACTOR will protect all well appurtenances removed by the
CONTRACTOR; protect all remaining improvements; and protect any equipment loaned to
the CONTRACTOR by the OWNER. If the CONTRACTOR becomes aware of any faulty or
damaged OWNER equipment, he/she shall notify the OWNER immediately.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 01025 - 1
MEASUREMENT AND PAYMENT
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 GENERAL REQUIREMENTS
A. Payments to the CONTRACTOR shall be made on the basis of the Proposal bid items
as full and complete payment for furnishing all materials, labor, tools, and equipment and
for performing all operations necessary to complete the Work included in the Contract
Documents. Such compensation shall also include payments for any loss or damages
arising directly or indirectly from the Work, from any discrepancies between the actual
quantities of work and those shown in the Contract Documents, or from any unforeseen
difficulties which may be encountered during execution of the Work until the final
acceptance by the City of Sunny Isles Beach (OWNER).
B. The base and alternate unit prices stated in the proposal include all costs and expenses
for general conditions, taxes, labor, equipment, materials, commissions, transportation
charges and expenses, patent fees and royalties, and labor for handling materials during
inspection, together with any and all other costs and expenses for performing and
completing the Work as shown on the plans and specified herein. The Basis of Payment
for an item at the price shown in the Proposal shall be in accordance with its description
of the item in this Section and as related to the Work specified and as shown on the
Drawings. The unit prices stated in the Contract shall be considered fixed and firm during
the contract term. Payment shall be made under each item only for work as it is not
specifically included under other items.
C. The CONTRACTOR's attention is called to the fact that the quotations for the various
items of Work are intended to establish a total price for completing the Work in its entirety.
Should the CONTRACTOR feel that the cost of any item of Work has not been
established by the Schedule of Values or Measure and Payment, he shall include the
cost for that Work in the relevant Bid Items so that his proposal for the project does reflect
his total price for completing the Work in its entirety.
D. The CONTRACTOR shall furnish all labor, equipment and material required to complete
the rehabilitation of twenty (20) storm water gravity disposal wells (including the concrete
well structures) and the outfalls identified by OWNER and return each well to full
continuous service following rehabilitation of each well.
CITY OF SUNNY ISLES BEACH SECTION 01025 - 2
MEASUREMENT AND PAYMENT
E. The OWNER’s system includes twenty (20) storm water gravity disposal wells,
construction details are provided in the Appendix.
F. Prior to the initiation of any individual well work, a proposed scope of work must be
submitted to the OWNER for approval. The scope of work must include a detailed
description of work to be performed corresponding to items listed by Task in the Bid
Schedule of Values. If deviations from this scope of work must occur, the
CONTRACTOR, shall submit a revised proposal with changes clearly outlined prior to
the commencement of work.
G. On a daily basis, the CONTRACTOR shall complete the Daily Work Log Form and submit
a copy to the OWNER and the ENGINEER at the end of each work week. A copy of this
Form can be found in the Appendix. When performing development work, an additional
Daily Development Log shall be completed on a daily basis and submitted to the OWNER
and ENGINEER on a weekly basis in conjunction with the Daily Work Log Form. Any pay
application submitted with incomplete daily logs will be automatically rejected.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 PAYMENT ITEMS
A. ITEM NO. 1 – GENERAL CONDITIONS: This item shall include the costs to comply with
all elements of the General Conditions of the Contract, including but not limited to:
insurance and bonds cost, overhead cost, licenses, permits, transportation, all costs of
proper disposal, record keeping, safety, maintenance of traffic, project management,
progress meetings and all other costs necessary to the job. Bidder shall indicate the
percentage (%) to be applied to this Pay Item on the Bid Form. A maximum of ten percent
(10%) of the TOTAL BID PRICE is allowable. Payment will be made at the Line Item
Lump Sum price based upon the percentage of the work completed and approved by the
OWNER. For each Work Authorization, the line item amount billed shall be consistent
with percentage indicated on the Bid Form and no more than 10% of the total work
authorization. Once the total line item amount indicated on the Bid Form has been
authorized or paid, no additional general conditions shall be included in any subsequent
Work Authorizations. Measurement and payment will be based on the percentage of work
completed and accepted by OWNER.
CITY OF SUNNY ISLES BEACH SECTION 01025 - 3
MEASUREMENT AND PAYMENT
B. ITEM NO. 2 – MOBILIZATION/DEMOBILIZATION: The work included in this Item
consists of preparatory work, finish work, mobilizing and demobilizing for beginning and
ending work, including, but not limited to, those operations necessary for the movement
of personnel, equipment, supplies and incidentals to and from the project site and for the
establishment/de-establishment of the temporary provisions and state and local laws and
regulations including pre-construction video, sanitary facilities and any other pre or post
construction expense necessary for starting or completing the work. Bidder shall indicate
the percentage (%) to be applied to this Pay Item on the Bid Form. A maximum of eight
percent (8%) of the TOTAL BID PRICE is allowable. For each Work Authorization, the
line item amount billed shall be consistent with the percentage indicated on the bid form
and no more than 8% of the total work authorization. Once the total line item amount
indicated on the Bid Form has been authorized or paid, no additional
mobilization/demobilization shall be included in any subsequent Work Authorizations.
Measurement and payment will be based on the percentage of work completed and
accepted by OWNER.
C. ITEM NO. 3 – REMOVE AND REPLACE STEEL GRATE/SCREEN ON WELL CASING
RISER: The CONTRACTOR shall remove the grate/screen on each well casing,
including all OWNER's appurtenances to the extent required for the Work. Measurement
and payment for this item shall be made at the Contract Unit Price upon removal of the
screen. Payment for this item shall be at the Contract Unit Price as listed on the Bid Form
and as specified in the Contract Documents and accepted by the ENGINEER.
D. ITEM NO. 4 – “BEFORE” DOWNHOLE VIDEO AND LOG: The video log shall be paid
following each successful video log for wells at the Contract Lump Sum Price listed on
the Bid Form as specified in the Contract Documents and accepted by the ENGINEER.
Video logging shall include but not be limited to the furnishing of all material, labor and
equipment required, as specified in Section 03300. Only successful video logs accepted
by the ENGINEER will be paid for under this pay item. Video shall be conducted by a
professional video logger specializing in downhole well videos.
E. ITEM NO. 5 – CLEAN-OUT THE CONCRETE WELL STRUCTURE AND OPEN HOLE
WELL CASING: Complete cleaning, removal of sludge and debris, shall be paid for at
the Contract Unit Cost Price as listed on the BID FORM. Line item shall include removal
of all foreign objects and disposal of such at an acceptable licensed environmental
disposal landfill. The said Contract Unit Price shall include cost of water storage settling
tanks for the CONTRACTOR’S use in removing debris and returning clean water to the
acceptable disposal areas.
CITY OF SUNNY ISLES BEACH SECTION 01025 - 4
MEASUREMENT AND PAYMENT
F. ITEM NO. 6 – WELL DEVELOPMENT (INCLUDING AIRLIFT, JETTING WITH
SIMULTANEOUS AIRLIFT, AND PUMP DEVELOPMENT): Well Development (sludge
removal) shall be paid for at the Contract Unit Cost Price as listed on the BID FORM as
determined by the ENGINEER as development and as described in Section 03500. The
said Contract Unit Price shall include only hours of actual pumping as approved by the
ENGINEER and shall not be limited to the furnishing of all material, labor and equipment
necessary to complete development in accordance with the Contract Documents and
accepted by the Engineer.
G. ITEM NO. 7 – “AFTER” DOWNHOLE VIDEO AND LOG: The video log, taken subsequent
to completion of cleaning of the existing concrete well structures and the existing well
casings, shall be paid following each successful video log for wells at the Contract Lump
Sum Price listed on the Bid Form as specified in the Contract Documents and accepted
by the ENGINEER. Video logging shall include but not be limited to the furnishing of all
material, labor and equipment required, as specified in Section 03300. Only successful
video logs accepted by the ENGINEER will be paid for under this pay item. Video shall
be conducted by a professional video logger specializing in downhole well videos.
H. ITEM NO. 8 – SITE RESTORATION: The work specified under this pay item includes
restoring the site to its original condition, restoring site conditions to the satisfaction of
the ENGINEER and OWNER and as described in Section 01535. Restoration includes
replacement of sodding, asphalt pavement, concrete pavement and/or sidewalks,
concrete curbing. Payment shall be at the Contract Lump Sum Price, for all twenty (20)
well sites, as listed on the Bid Form and shall include all equipment, tools and labor
necessary to restore the site complete and accepted by the OWNER.
ALTERNATE 1
I. ITEM NO. 9 – INSTALL NEW 20-INCH DIAMETER PVC LINER CASING: The
CONTRACTOR shall supply and install the specified amount of PVC Liner in accordance
with the actual casing depth determined by the “before” downhole video results.
Measurement and payment for this item shall be made at the Contract Unit Price for the
actual amount installed at each well location as listed on the Bid Form and as specified
in the Contract Documents and accepted by the ENGINEER.
J. ITEM NO. 10 – CONCRETE GROUT (TREMIE) 20-INCH LINER: The CONTRACTOR
shall supply and install appropriate amount of concrete grout using “tremie” method in
the annular space between the existing 24” casing and the new 20” PVC liner to restore
CITY OF SUNNY ISLES BEACH SECTION 01025 - 5
MEASUREMENT AND PAYMENT
the well casing integrity if required. Measurement and payment for this item shall be made
at the Contract Unit Price per linear foot of well casing at each well in need due to
compromised condition of the existing well casing.
K. ITEM NO. 11 – PERFORM “WELL YIELD” TEST: Upon completion of entire maintenance
and rehabilitation of the concrete well structure and the well casing, the CONTRACTOR
is to perform a “well yield” test to assure the production rate required in the contract
documents. The tests shall be paid for at the Contract Unit Cost Price as listed on the
BID FORM. The Unit Price shall include but not be limited to the furnishing of all material,
labor and equipment necessary to complete the test as specified including all work
necessary for the installation and removal of test pump and piping.
ALTERNATE 2
L. ITEM NO. 12A,B– STORM DRAIN CLEANING AND CCTV INSPECTION:
CONTRACTOR to perform cleaning and CCTV inspection of the storm drain lines that
are identified by the OWNER. Measurement for cleaning and CCTV shall be measured
in linear feet of piping cleaned and video inspected for various diameters and types of
pipes as shown on the BID FORM. Payment for cleaning and CCTV will be for furnishing
all labor, materials and equipment for each linear foot of piping cleaned and video
inspected, including but not limited to, completely clean the pipe, mineral deposit removal
including removal of all mineral deposits greater than 10% of the piping diameter, or
mineral deposits that would hinder the application or installation of subsequent
rehabilitation or maintenance equipment, debris and grease removal including removal
of all grease and debris from the sewer and proper disposal, plugs for isolation of piping
and manholes, bypass piping and pumping, protection of downstream pipes, proper
handling of equipment and materials, hauling and disposal of all removed material,
furnishing, installing and set up of all equipment required for post cleaning CCTV of the
piping to confirm the condition, submit copies of the post cleaning inspection video in the
required NASSCO compliant database to document the condition prior to the proposed
rehabilitation work and all other labor, materials and equipment to complete the work to
the satisfaction of OWNER.
M. ITEM NO. 13A, B, C, D, E, F, G, H, I – INSTALL INLINE TIDEFLEX VALVE:
CONTRACTOR shall install inline check valves on outfalls as directed by OWNER.
Installation shall be paid for at the Contract Unit Cost Price as listed on the BID FORM.
N. ITEM NO. 14A, B, C, D, E, F, G, H, I – INSTALL ALUMINUM MANATEE GRATE:
CONTRACTOR to furnish all materials, labor, and equipment to construct and install
CITY OF SUNNY ISLES BEACH SECTION 01025 - 6
MEASUREMENT AND PAYMENT
ALUMINUM manatee grate, with all fittings; including excavation, grading, removal, and
disposal of soil and debris and all or other necessary appurtenances. The grates shall be
paid for at the Contract Unit Cost Price as listed on the BID FORM.
ALTERNATE 3
O. ITEM NO. 15 – DESIGN-BUILD SERVICES FOR CONVERSION TO INJECTION
WELLS: CONTRACTOR to furnish Design-Build services that may include but not limited
to engineering design, testing, permitting with all applicable agencies, materials, labor,
and equipment to convert selected drainage wells to injection wells. This item shall be
paid for at the Contract Unit Cost Price as listed on the BID FORM.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 01030- 1
HURRICANE PREPAREDNESS
SECTION 01030
HURRICANE PREPAREDNESS
PART 1 - GENERAL
1.1 HURRICANE PREPAREDNESS PLAN
A. The CONTRACTOR’s attention is drawn to the possibility of hurricane or severe storm
conditions occurring at the site of work during the course of Contract Work.
B. Within fourteen (14) days of the date of the Notice to Proceed, the CONTRACTOR shall
submit to the ENGINEER and OWNER a Hurricane Preparedness Plan. The plan
should outline the necessary measures which the CONTRACTOR proposes to perform
at no additional cost to the OWNER in case of a hurricane or severe weather warning.
C. In the event of inclement weather, or whenever the OWNER shall direct, the
CONTRACTOR shall, and will, cause Subcontractors to protect carefully the Work and
materials against damage or injury by reasons of failure on the part of the
CONTRACTOR or any Subcontractor to so protect the Work. Such Work and materials
so damaged shall be removed and replaced at the expense of the CONTRACTOR.
1. Hurricane Watch: Upon designation of a hurricane watch, the CONTRACTOR
shall be responsible for storing all loose supplies and equipment on the job site
that may pose a danger. In addition, the CONTRACTOR shall remove all
bulkheads and plugs in pipelines that would impede drainage in the case of
flooding. Structures that may be in danger of floatation shall be flooded. The
CONTRACTOR shall also cooperate with the OWNER in protecting any other
structures at the site.
2. Hurricane Warning: No mobile “temporary facility” under the control of or on the
property of the OWNER shall be staffed during a hurricane warning.
CONTRACTOR facilities meeting these criteria shall be evacuated. Reasonable
steps shall be taken to protect all such facilities and their contents from damage
and to avoid the facility causing damage to the surroundings.
PART 2 – PRODUCTS
NOT USED
PART 3 – EXECUTION
NOT USED
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 01300 - 1
SUBMITTALS
SECTION 01300
SUBMITTALS
PART 1 - GENERAL
1.1 REQUIREMENTS INCLUDED
A. This section provides an overview of the submittals expected during the course of the
CONTRACT. All submittals, whether their final destination is to the OWNER, ENGINEER
or other representatives of the OWNER, shall be directed through the OWNER. This list
is not all inclusive, the OWNER, ENGINEER, Permitting Agencies or other specifications
throughout this contract may require additional submittals. Following is a general
summary of the types of submittals, format expected and the number of copies required:
Type of Submittal Number of Copies and Format to OWNER
Progress Schedule 1 PDF File
Schedule of Submittals 1 PDF File
Schedule of Values 1 PDF File
Hurricane Preparedness Plan 1 PDF File
24 Hr. Emergency Contact List 1 PDF File
Video Logs 2 Sets
Shop Drawings and Product Data 1 PDF File
Product Samples 2 Samples
Applications for Payment 1 Hard Copy; 1 PDF File
Daily Work Logs 1 PDF File
Certificates of Compliance 2 Originals
Warranties 2 Originals
1.2 SUBMITTAL PROCEDURES
A. Transmit each submittal with a form acceptable to the OWNER, clearly identifying the
project, the submittal number, the CONTRACTOR, the items included in the submittal,
corresponding specification sections and drawing sheet numbers, and other pertinent
information specified in other parts of this Section.
B. Revise and resubmit submittals as required. Identify all changes made since previous
submittals. Resubmittals shall be noted as such.
C. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 2
SUBMITTALS
1.3 PROGRESS SCHEDULES
A. Promptly after award of contract, the CONTRACTOR shall prepare and submit to the
OWNER estimated construction progress schedules for the work, including a separate
schedule listing dates for submission and items to be submitted, project data, and
samples that will be needed for each product. Submit initial schedules within (14) fourteen
days after award of Contract. OWNER will review and return review copy within (14)
fourteen days after receipt. If required, resubmit within (2) two days after return of review
copy.
B. The Construction Progress Schedules shall be prepared in the form of a horizontal bar
chart showing in detail the proposed sequence of the Work and identifying construction
activities for each major component, structure or facility. The schedule shall be time
scaled, identifying the first day of each week, with the estimated date of starting and
completion of each stage of the Work in order to complete the project within the Contract
time. The schedule shall sufficiently detail and identify items such as Shop Drawings
C. The CONTRACTOR shall plan and allow for rain days / inclement weather in the
Construction Schedule. No time extension or additional compensation will be given to the
Contractor by the OWNER for rain days or inclement weather.
D. The Construction Progress Schedules shall be revised to reflect comments by the
OWNER and ENGINEER and updated monthly, or as many times as the schedule
changes depicting progress to the last day of the contract. Three (3) hard copies for
review at the weekly construction meeting and a PDF copy e-mailed to the OWNER shall
be distributed at the first construction meeting of each month or a PDF copy as many
times as the schedule changes. The following shall be noted at each submission:
1. Indicate progress of each activity to date of submission of schedule.
2. Show changes occurring since previous submission of schedule.
3. Provide a narrative report as needed to define:
i. Problem areas, anticipated delays, and the impact on the schedule.
ii. Corrective action recommended, and its effect.
E. The CONTRACTOR is responsible for determining the sequence of activities, the time
estimates of the detailed construction activities, and the means, methods, techniques,
and procedures to be employed. The Construction Progress Schedules shall represent
the Contractor's best judgment of how he will execute the Work in compliance with the
Contract requirements. Contractor shall ensure that the Construction Progress Schedule
CITY OF SUNNY ISLES BEACH SECTION 01300 - 3
SUBMITTALS
is current and accurate and is properly and timely monitored, updated, and revised as
project conditions and the Contract Documents may require. The OWNER may require
a certain order in which activities should be sequenced to minimize disruption of outside
contract activities with city staff, consultants, contractors, businesses and residents. In
this case the Contractor shall determine the sequence of activities based upon the
OWNER’s requirements.
F. Notwithstanding anything contained herein to the contrary, the OWNER and ENGINEER
shall not in any way be responsible for the Construction Progress Schedule, nor the
manner, means, timing, or sequencing of the Work and shall have no liability to
Contractor, OWNER, or any other party for same, as the OWNER and ENGINEER have
not participated in the generation of any Construction Progress Schedule. Contractor
hereby releases the OWNER and ENGINEER from all such liability.
G. Coordinate and prepare the delivery and processing of submittals with the performance
of the Work so that the Work is not delayed by submittals. Coordinate and sequence
different categories of submittals for the same Work, and for interfacing units of Work, so
that one is not delayed for coordination with another.
1.4 SCHEDULE OF SUBMITTALS
A. A Submittal Schedule shall be provided by the CONTRACTOR within 10 (ten) days of
the Notice to Proceed. This schedule shall be in the form of a PDF file and outline
preconstruction submittals, shop drawings and product data, product samples and any
other submittals required in the contract.
B. The format of the Submittal Schedule shall include, at a minimum, the following for each
item:
1. Date submitted to owner
2. Specification Section, Page and Paragraph
3. Submittal Description
4. Action:
a. Approved as Submitted
b. Approved as Noted
c. Approved as Noted Re-Submit
d. Rejected Re-Submit
e. Corrections Noted Re-Submit
5. Date returned to Contractor
C. The Submittal Schedule shall be updated with each submittal
CITY OF SUNNY ISLES BEACH SECTION 01300 - 4
SUBMITTALS
D. Additional required submittals, by Section, include, but are not limited to:
01000: Summary of Work
Notice of Intent to Use the Generic Permit for Discharge of Ground Water from
Dewatering Operations
03500: Well Development
Daily log development sheets
1.5 SCHEDULE OF VALUES
A. The Contractor shall submit a Schedule of Values for OWNER’s Approval in accordance
with Section 01025 entitled "Measurement and Payment" which shall include all items in
the bid proposal including those items which are identified as lump sum. The lump sum
items shall be broken down into component parts for the purpose of tracking monthly
progress of the work and making monthly progress payments. The schedule shall contain
the installed value of the component parts of Work for the purpose of making progress
payments during the construction period.
B. The schedule shall be given in sufficient detail for the proper identification of the Work
accomplished. Each item shall include its proportional share of all costs including the
Contractor's overhead, contingencies, and profit. The sum of all scheduled items shall
equal the total value of the Contract. The sum of the component parts shall equal the
lump sum price of the lump sum item in the bid form.
C. The Contractor shall expand or modify the above schedule and materials listing as
required by the OWNER's initial or subsequent reviews.
1.6 24 HOUR EMERGENCY CONTACT LIST
A. The Contractor shall be required to provide emergency contact telephone numbers for
this project. A minimum of two 24-hour contact telephone numbers are required including
a 24 hour contact for MOT maintenance if there is an overnight maintenance of Traffic
plan in place. Telephone numbers are required for the following Contract positions:
1. Project Manager
2. Project Superintendent
3. Maintenance of Traffic Supervisor (24 Hr)
Note: The OWNER must have two 24-Hour contact telephone numbers, one which includes either
the Project Manager or Project Superintendent.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 5
SUBMITTALS
1.8 PRE AND POST CONSTRUCTION VIDEO
A. The Contractor shall video the entire project site. The video shall clearly identify existing
site and structural conditions prior to rehabilitation.
B. Pre-construction video shall be completed prior to beginning the Work at the wellsite(s).
Post construction video shall be completed within 10 days following date of Substantial
Completion.
C. ENGINEER/OWNER shall have right to select subject matter and vantage point from
which videos are to be taken.
D. The preconstruction video must be reviewed and approved by the OWNER prior to
mobilizing rehabilitation equipment.
E. The video must be recorded by a professional videographer specializing in construction
videos and provide in mpeg format. An index must be provided with notations at periodic
and appropriate times along the recording to allow quick search and review of specific
portions of the video as needed. The videos shall be narrated and clearly identify existing
site conditions prior to rehabilitation of project sites.
F. The Contractor shall provide two (2) sets of the video recording in the following Format
and Quality:
1. High definition MPEG4 (1080P) format, with sound; video shall be capable of playing
on personal computer with Windows 7 operating system.
2. Video
i. Produce bright, sharp, and clear images with accurate colors, free of
distortion and other forms of picture imperfections.
ii. Electronically, and accurately display the month, day, year, and time of day
of the recording.
3. Video to be on DVD or Dual Layer DVD media.
4. Audio
i. Audio documentation shall be done clearly, precisely, and at a moderate
pace.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 6
SUBMITTALS
ii. Indicate date, Project name, and a brief description of the location of taping,
including:
1. Facility name
2. Street names or easements
3. Addresses of private property; and
4. Direction of coverage, including engineering stationing, if applicable.
G. Documentation
1. DVD Label
a. Recording Number (numbered sequentially, beginning with 001)
b. Project Name
c. Name of street(s) or easements included
d. Applicable location
e. Date and time of coverage
H. It is in the Contractor’s best interest to ensure that the conditions of the facilities prior to
rehabilitation are well documented.
1.9 SHOP DRAWINGS AND PRODUCT DATA
A. Original drawings, prepared by a Contractor, subcontractor, supplier or distributor which
illustrate some portion of the Work and showing fabrication, layout, setting or erection
details, diagrams, performance curves, data sheets, schedules, templates, patterns,
reports, calculations, instructions, dimensions, measurements and other similar
information not in standard printed form applicable to other projects.
B. Provide information prepared by a qualified detailer showing dimensions and notes based
on field measurements, identifying materials and products in the work shown indicating
compliance with standards and special coordination requirements.
C. Identify details by reference to sheet and detail numbers shown on the Contract
Drawings.
D. Includes standard printed information on materials, products and systems not custom
prepared for this project. Collect the required data into one (1) submittal for each material,
product or system; and mark each copy to show which choices and options are applicable
to the project.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 7
SUBMITTALS
E. Manufacturer's standard schematic drawings and standard printed recommendations for
application and use, compliance with standards, application of labels and seals, notation
of field measurements which have been checked, and special coordination requirements:
1. Modify drawings to delete information which is not applicable to the project.
2. Supplement standard information to provide additional information applicable to the
project.
F. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts,
Illustrations and other standard descriptive data:
1. Clearly mark each copy to identify pertinent materials, products or models
2. Show dimensions and clearances required.
3. Show performance characteristics and capacities.
4. Show wiring diagrams and controls.
1.10 PRODUCT SAMPLES
A. Physical examples to illustrate materials, equipment or workmanship, and to establish
standards by which completed Work is judged.
B. Office samples of sufficient size and quantity to clearly illustrate:
1. Functional characteristics of products or materials, with integrally related parts and
attachment devices.
2. Full range of color samples.
C. Field samples and mock-ups:
1. Erect at the project site at a location acceptable to the OWNER.
2. Construct each sample or mock-up complete, including work of all trades required in
finished work.
1.11 APPLICATIONS FOR PAYMENT
A. Procedures for preparation and submittal of Applications for Payment must be in
accordance with the General Conditions.
B. Each Application for Payment must include a completed and executed City of Sunny Isles
Beach Application for Payment cover sheet. The Contractor may include AIA G702 –
CITY OF SUNNY ISLES BEACH SECTION 01300 - 8
SUBMITTALS
Application and Certificate for Payment and AIA G703– Continuation Sheets, contractor’s
electronic media driven form including continuation sheets as approved by OWNER.
C. Preparation of Applications:
1. The OWNER/ENGINEER and the Contractor staff must verify quantities and review
pertinent field notes, reports, delivery, etc. and come to an agreement on installed
quantities, percentage complete and stored materials.
2. Contractor shall prepare draft Applications for Payment and submit to OWNER for
review.
3. Once approved, prepare required information typewritten or on electronic media
printout.
4. Execute certification by signature of authorized officer.
5. Use data from approved Schedule of Values. Provide dollar value in each column
for each line item for portion of work performed and for stored products.
6. List each authorized Change Order as an extension on AIA G703 - Continuation
Sheet, listing Change Order number and dollar amount as for an original item of
Work.
7. Prepare Application for Final Payment as specified in General Conditions.
D. Submittal Procedures:
1. Submit two copies of each Application for Payment.
2. Payment Period: Once a month, all work through the 25th of the month may be
included in the Progress Payment. All work after the 25th of the month shall be
included in the next month’s Progress Payment.
3. Submit Release of Liens waivers with each Application for Payment.
E. Substantiating Data:
1. When ENGINEER or OWNER requires substantiating information, submit data
justifying dollar amounts.
2. Provide one copy of data with cover letter for each copy of submittal. Show
application number and date, and line item by number and description.
3. Invoices for on-site stored material.
4. Include the following with the application.
i. Partial release of liens from major subcontractors and vendors.
ii. Affidavits attesting to on-site stored products.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 9
SUBMITTALS
1.12 DAILY WORK LOGS
A. On a daily basis, the CONTRACTOR shall complete the Daily Work Log Form and submit
a copy to the CITY and the ENGINEER at the end of each work week.
B. The Daily Work Log Form may be requested by the CITY or ENGINEER for viewing at
any time. When performing development work, an additional Daily Development Log shall
be completed on a daily basis and submitted to the CITY and ENGINEER on a weekly
basis in conjunction with the Daily Work Log Form.
1.13 CERTIFICATES OF COMPLIANCE
A. Copies of certificates of compliance and test reports shall be submitted for requested
items to the OWNER prior to request for payment.
1.14 WARRANTIES
A. Refer to individual sections of these Specifications for specific general requirements on
the submittal of warranties, guarantees, product/workmanship bonds, and maintenance
agreements which are uniquely prepared and executed for the project.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 CONTRACTOR RESPONSIBILITIES
A. Review shop drawings, project data and samples for compliance with these
Specifications prior to submission.
B. Verify
1. Field measurements.
2. Field construction criteria.
3. Catalog numbers and similar data.
C. Coordinate each submittal with requirements of the Work and of the Contract Documents.
D. The CONTRACTOR'S responsibility for errors and omissions in submittals is not relieved
by the OWNER or ENGINEER'S review of submittals.
CITY OF SUNNY ISLES BEACH SECTION 01300 - 10
SUBMITTALS
E. The CONTRACTOR'S responsibility for deviations in submittals from the requirements of
the Contract Documents is not relieved by the OWNER or ENGINEER'S review of
submittals, unless the OWNER or the ENGINEER gives written acceptance of Specific
deviations.
F. Notify the OWNER and ENGINEER, in writing at the time of submission, of deviations in
submittals from the requirements of the Contract Documents.
G. Begin no Work requiring submittals until return of submittals with the OWNER or
ENGINEER'S stamp and initials or signature indicating review and approval.
H. After OWNER or ENGINEER’S review, distribute copies.
3.2 SUBMISSION REQUIREMENTS
A. Schedule submissions at least 14 days before dates reviewed submittals shall be
needed; the OWNER and OWNER’S representatives shall have a maximum of 14 days
for review of the submittal following receipt, for approval or rejection.
B. Accompany submittals with a transmittal letter, in duplicate, containing:
1. Date of submission.
2. Project title and number.
3. Contractor name and address.
4. The number of each shop drawing, project datum and sample submitted.
5. Notification of any deviations from the Contract Documents.
6. Other pertinent data.
C. Submittals must include:
1. Date of submittal and revision dates.
2. Project title and number.
3. The names of:
i. ENGINEER
ii. Contractor
iii. Subcontractor (if applicable)
iv. Supplier
v. Manufacturer
CITY OF SUNNY ISLES BEACH SECTION 01300 - 11
SUBMITTALS
vi. Separate detailer, when pertinent
4. Identification of products or materials.
5. Relation to adjacent structures or materials.
6. Field dimensions, clearly identified as such.
7. Specification Section Number.
8. Applicable standards, such as ASTM number or Federal Specifications.
9. A blank space, 4" X 4", for the ENGINEER'S stamp.
10. Identification of deviations from the Contract Documents.
11. CONTRACTOR'S stamp, initialed or signed, certifying as to review of the submittal,
verification of field measurements and compliance with the Contract Documents.
3.3 RESUBMISSION REQUIREMENTS
A. Shop Drawings:
1. Revise initial drawings as required and resubmit as specified for initial submittal.
2. Indicate on drawings any changes which have been made other than those requested
by the ENGINEER.
3. Project Data and Samples:
i. Submit new datum and samples as required for initial submittal.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 01535 - 1
PROTECTION OF EXISTING UTILITIES FACILITIES AND SITE RESTORATION
SECTION 01535
PROTECTION OF EXISTING UTILITIES FACILITIES
AND SITE RESTORATION
PART 1 - GENERAL
1.1 THE REQUIREMENT
A. The CONTRACTOR shall protect all existing utilities and improvements not designated
for removal and shall restore damaged or temporarily relocated utilities and
improvements to a condition equal to or better than they were prior to such damage or
temporary relocation, all in accordance with requirements of the Contract Documents.
B. The CONTRACTOR shall verify the exact locations and depths of all utilities shown and
shall make exploratory excavations of all utilities that may interfere with the Work. All
such exploratory excavations shall be performed as soon as practicable after award of
Contract and, in any event, a sufficient time in advance of construction to avoid possible
delays to the CONTRACTOR’s Work. When such exploratory excavations show the
utility location as shown to be in error, the CONTRACTOR shall so notify the OWNER.
C. The number of exploratory excavations required shall be that number which is sufficient
to determine the alignment and grade of the utility.
1.2 RIGHTS-OF-WAY
A. The CONTRACTOR shall not enter upon any rights-of-way involved until notified that
the OWNER has secured authority therefore from the proper party. After authority has
been obtained, the CONTRACTOR shall give said party due notice of its intention to
begin Work and shall give said party convenient access and opportunity for removing,
shoring, supporting, or otherwise protecting utilities or structures within the right-of-
way. When two (2) or more contracts are being executed at one (1) time on the same or
adjacent land in such manner that Work on one (1) contract may interfere with that on
another, the OWNER shall determine the sequence and order of the Work.
1.3 PROTECTION OF STREET OR ROADWAY MARKERS
A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing survey
markers or other existing street or roadway markers without proper authorization. No
pavement breaking or excavation shall be started until all survey or other permanent
marker points that will be disturbed by the construction operations have been properly
referenced for easy and accurate restoration. It shall be the CONTRACTOR’s
CITY OF SUNNY ISLES BEACH SECTION 01535 - 2
PROTECTION OF EXISTING UTILITIES FACILITIES AND SITE RESTORATION
responsibility to notify the proper representatives of the OWNER of the time and
location that Work will be done. Such notification shall be sufficiently in advance of
construction so that there will be no delay due to waiting for survey points to be
satisfactorily referenced for restoration. All survey markers or points disturbed by the
CONTRACTOR without proper authorization by the OWNER will be accurately restored
by the OWNER at the CONTRACTOR’s expense after all street or roadway resurfacing
is complete.
1.4 RESTORATION OF FACILITIES
A. General: All paved areas including asphaltic concrete or concrete that is cut or
damaged during construction shall be replaced with similar materials of equal thickness
to match the existing adjacent undisturbed areas, except where specific resurfacing or
restoration requirements have been called for in the Contract Documents or in the
requirements of the agency issuing the permit. All temporary and permanent pavement
shall conform to the requirements of the affected pavement OWNER. All pavements
which are subject to partial removal shall be neatly saw cut in straight lines. Within five
(5) working days of the pipe installation, temporary restoration shall be completed.
Replacement/restoration of asphaltic concrete or concrete must be to the same grade
as existing adjacent asphaltic concrete or concrete.
B. Temporary Restoration: Temporary restoration includes repair to all driveways,
sidewalks, and roadways. They shall be swept clean and be maintained free of dirt and
dust. All areas disturbed by the construction activities shall be restored to proper grade
and cleaned up including the removal of debris, trash, and deleterious materials. All
construction materials, supplies, or equipment, including piles of debris shall be
removed from the area. All temporarily restored areas shall be maintained by the
CONTRACTOR. These areas shall be kept clean, neat and free of dust and dirt until
final restoration operations are completed. The CONTRACTOR is responsible to utilize
dust abatement operations in the temporarily restored areas as required, to the
satisfaction of the OWNER.
C. Temporary Resurfacing: Wherever required by the public authorities having jurisdiction,
the CONTRACTOR shall place temporary surfacing promptly after backfilling and shall
maintain such surfacing for the period of time fixed by said authorities before
proceeding with the final restoration and improvements.
1.5 EXISTING UTILITIES AND IMPROVEMENTS
A. General: The CONTRACTOR shall protect all underground utilities and other
improvements which may be impaired during construction operations. It shall be the
CONTRACTOR’s responsibility to ascertain the actual location of all existing utilities
CITY OF SUNNY ISLES BEACH SECTION 01535 - 3
PROTECTION OF EXISTING UTILITIES FACILITIES AND SITE RESTORATION
and other improvements that will be encountered in its construction operations and to
see that such utilities or other improvements are adequately protected from damage
due to such operations.
B. Utilities to be Moved: In the case that it shall be necessary to move the property of any
public utility or franchise holder, such utility company or franchise holder will, upon
request of the CONTRACTOR, be notified by the OWNER to move such property within
a specified reasonable time. When utility lines that are to be removed are encountered
within the area of operations, the CONTRACTOR shall notify the OWNER a sufficient
time in advance of the necessary measures to be taken to prevent interruption of
service.
C. When the proper completion of the Work requires the temporary or permanent removal
and/or relocation of an existing utility or other improvement which is shown, the
CONTRACTOR shall remove and temporarily replace or relocate such utility or
improvement in a manner satisfactory to the OWNER and the OWNER of the facility. In
all cases of such temporary removal or relocation, restoration to former location shall be
accomplished by the CONTRACTOR in a manner that will restore or replace the utility
or improvement as nearly as possible to its former locations and to as good or better
condition than found prior to removal.
D. OWNER’s Right of Access: The right is reserved to the OWNER and to the OWNERs of
public utilities and franchises to enter at any time upon any public street, alley, right-of-
way, or easement for the purpose of making changes in their property made necessary
by the Work of this Contract.
E. Underground Utilities Shown or Indicated: Existing utility lines which are to be retained
and are shown or the locations of which are made known to the CONTRACTOR prior to
excavation and all utility lines that are constructed during excavation operations shall be
protected from damage during excavation and backfilling and, if damaged, shall be
immediately repaired by the CONTRACTOR.
F. Underground Utilities Not Shown or Indicated: In the event that the CONTRACTOR
damages any existing utility lines that are not shown or the locations of which are not
made known to the CONTRACTOR prior to excavation, a written report thereof shall be
made immediately to the OWNER. If directed by the OWNER, repairs shall be made by
the CONTRACTOR under the provisions for changes and extra Work contained in the
General Conditions.
G. Approval of Repairs: All repairs to a damaged improvement are subject to inspection
and approval by an authorized representative of the improvement OWNER before
being concealed by backfill or other Work.
CITY OF SUNNY ISLES BEACH SECTION 01535 - 4
PROTECTION OF EXISTING UTILITIES FACILITIES AND SITE RESTORATION
1.6 TREES WITHIN ROAD RIGHT-OF-WAY AND PROJECT LIMITS
A. General: The CONTRACTOR shall exercise all necessary precautions so as not to
damage or any trees or shrubs, including those lying within street right-of-way and
project limits, and shall not trim or remove any trees unless such trees have been
approved for trimming or removal by the OWNER. All existing trees and shrubs which
are damaged during construction shall be trimmed or replaced by the CONTRACTOR
or a certified tree company under permit from the jurisdictional agency and/or OWNER.
B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or torn branches
left; clean cuts shall be made close to the trunk or large branch. Spikes shall not be
used for climbing live trees. All cuts over 1- 1/2” in diameter shall be coated with an
asphaltic emulsion material.
C. Replacement: The CONTRACTOR shall immediately notify the OWNER if any tree is
damaged by the CONTRACTOR’s operations. If, in the opinion of OWNER, the
damage is such that replacement is necessary, the CONTRACTOR shall replace the
tree at its own expense.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 02100 - 1
OUTFALL VALVES
SECTION 02100
OUTFALL VALVES
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
A. This specification covers all labor, materials, equipment and services necessary to
complete the installation of the Checkmate Inline Tideflex check valve, or Equal as
specified.
1.2 SUBMITTALS
A. Submit product literature that includes information on the performance and operation of
the valve, materials of construction, dimensions and weights, elastomer characteristics,
flow data, headloss data, and pressure ratings.
B. Upon request, provide shop drawings that clearly identify the valve dimensions.
C. Upon request, manufacturer shall provide installation and reference lists for existing
valves of similar size and type to the project scope.
1.3 QUALITY ASSURANCE
A. Manufacturer shall have at least fifteen (15) years of experience in the production of
elastomer “Duckbill” style elastomeric valves.
B. Manufacturer shall have conducted independent hydraulic testing to determine headloss
and jet velocity characteristics. The testing must include multiple constructions (stiffness)
within each size and must have been conducted for free discharge (discharge to
atmosphere) and submerged conditions.
C. Manufacturer shall have conducted an independent hydraulic test where multiple valves
(at least four) of the same size and construction (stiffness) were tested to validate the
submitted headloss characteristics and to prove the repeatability of the manufacturing
process to produce the same hydraulic characteristics.
D. Valves 48” and larger must incorporate a metallic support completely encapsulated in the
wall thickness at the top portion of the valve to assist in supporting the weight of the valve.
CITY OF SUNNY ISLES BEACH SECTION 02100 - 2
OUTFALL VALVES
E. Manufacturer to have conducted Finite Element Analysis (FEA) on various duckbill valves
to determine deflection, stress and strain characteristics under various load conditions.
Modeling must have been done for flowing conditions (positive differential pressure) and
reverse differential pressure.
F. The bill slit of the duckbill valve must be at least 1.57 times the nominal pipe diameter.
PART 2 - PRODUCTS
2.1 CHECK VALVES
A. Check Valves are to be all rubber of the flow operated check type with a slip-on
connection. The Check Valve is designed to slip over the specified pipe outside diameter
and attached by means of vendor furnished stainless steel clamps. The port area shall
contour down to a duckbill, which shall allow passage of flow in one direction while
preventing reverse flow. The valve shall be one-piece rubber construction with nylon
reinforcement. The bill portion shall be thinner and more flexible than the valve body and
formed into a curve of 180°.
B. Company name, plant location, valve size and serial number shall be bonded to the check
valve. A single manufacturer shall provide all elastomer duckbill check valves.
2.2 FUNCTION
A. When line pressure inside the valve exceeds the backpressure outside the valve, the line
pressure forces the bill of the valve open, allowing flow to pass. When backpressure
exceeds the line pressure, the bill of the valve is forced closed.
2.3 MANUFACTURER
A. All valves shall be of Checkmate Inline as manufactured by Tideflex Technologies,
Carnegie, PA 15106, or Equal. All valves shall be manufactured in the U.S.A.
CITY OF SUNNY ISLES BEACH SECTION 02100 - 3
OUTFALL VALVES
PART 3 - EXECUTION
3.1 INSTALLATION
A. Valve shall be installed in accordance with manufacturer’s written Installation and
Operation Manual and approved submittals.
3.2 MANUFACTURER’S CUSTOMER SERVICE
A. Manufacturer’s authorized representative shall be available for customer service during
installation and start-up, and to train personnel in the operation, maintenance and
troubleshooting of the valve.
B. Manufacturer shall also make customer service available directly from the factory in
addition to authorized representatives for assistance during installation and start-up, and
to train personnel in the operation, maintenance and troubleshooting of the valve.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 02761 - 1
CLEANING STORM SEWER SYSTEMS
SECTION 02761
CLEANING STORM SEWER SYSTEMS
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. The Work covered in this section consists of cleaning storm lines and manholes prior
to the internal television inspection(s).
B. Gravity Main and Lateral Cleaning: The intent of gravity main cleaning is to remove
debris that may be causing a reduction in flow capacity, potential storm backups, or that
limits the ability to evaluate the structural condition of the pipe segment. On all storms,
the Contractor shall perform storm-cleaning work to an acceptable level as necessary
to perform a thorough television inspection. An acceptable level is defined as the
removal of all debris throughout the pipe segment cleaned. If the pipe condition is
such that cleaning may cause a potential collapse, then the pipe shall be televised
without attempting to clean it pending approval by the Owner.
C. Water for Cleaning: The Contractor will be responsible for obtaining a transient water
meter and paying for water used during course of cleaning.
D. Recovering of Equipment: The Contractor will be responsible for recovering any
equipment that becomes lodged or lost in the pipeline. The Contractor will be
responsible for all costs associated with required evacuation, restoration of roads,
right- of-ways and easements, and repairs to pipes and manholes as needed to
restore the pipeline and appurtenances back to their original conditions.
1.2 CLEANING EQUIPMENT
A. Hydraulically Propelled Equipment: The equipment used shall be of a movable dam
type and be constructed in such a way that a portion of the dam may be collapsed at
any time during the cleaning operation to protect against flooding of the storm. The
movable dam shall be equal in diameter to the pipe being cleaned and shall provide a
flexible scraper around the outer periphery for grease removal. Special precautions to
prevent flooding of the storms and public or private property shall be taken at all times.
CITY OF SUNNY ISLES BEACH SECTION 02761 - 2
CLEANING STORM SEWER SYSTEMS
B. High-Velocity Jet (Hydro-Cleaning) Equipment: All high-velocity sanitary storm
cleaning equipment shall be constructed for ease and safety of operation. The
equipment shall have a selection of 2 or more high-velocity nozzles. The nozzles shall
be capable of producing a scouring action from 15° to 45° (degrees) in all size mains.
Equipment shall also include a high-velocity gun for washing and scouring manhole
walls and floor. The gun shall be capable of producing flows from a fine spray to
a solid stream. The equipment shall carry its own water tanks, auxiliary engines,
pumps, and hydraulically driven hose reel.
C. Mechanically Powered Equipment: Bucket machines shall be in pairs with sufficient
power to perform the Work in an efficient manner. Machines shall be belt operated or
have an overload device. Machines with direct drive that could cause damage to the
pipe will not be used. A power rodding machine shall be either a sectional or
continuous rod type capable of holding a minimum of 750-feet of rod. The rod shall be
heat-treated steel. To ensure safe operation, the machine shall be fully enclosed and
have an automatic safety clutch or relief valve.
D. Vacuum machines may be used for removal of materials from manholes when other
cleaning equipment is used to dislodge and transport material to the access point.
E. Combination Cleaner: For cleaning small and large diameter PIPE, the Contractor
may use a combination hydraulic high volume water and solids separation system.
Water volume of up to 250-gpm at or above 2,000-psi will move solids to the
downstream manhole in high flow conditions. The separation system will dewater
solids to 95 % (passing a paint filter test) and transfer them to a dump truck, if needed,
for transport to a water reclamation facility, approved landfill, or other location
specified by the Owner or designee. Wash water will be filtered to a point where it can
be used in the pump for continuous cleaning. No bypassing of storm flows will be
necessary. The unit shall be capable of 24-hour operation and the unit shall not leave
the manhole until a section is fully cleaned.
1.3 SHOP DRAWINGS AND SUBMITTALS
A. Submittals shall be submitted to the Owner for review and acceptance prior to
construction in accordance with the General Requirements Section 00500 and
Submittals Section 01300.
B. A daily log shall be maintained to record the location of the manholes and storm lines,
lengths of the lines cleaned, method of cleaning, line sizes, identify type of cleaning
(light, medium, or heavy), and type of debris moved. Observations are to be recorded
on a cleaning report form.
CITY OF SUNNY ISLES BEACH SECTION 02761 - 3
CLEANING STORM SEWER SYSTEMS
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 GENERAL
A. The equipment shall remove dirt, grease, rocks, sand, other materials, and obstructions
from the storm mains, laterals, and manholes.
B. A high-velocity storm cleaner will be used for the majority of the cleaning work. Other
equipment, such as bucket machines, rod machines, hydraulic root cutters, vacuum trucks
and balling equipment shall be available.
3.2 CLEANING PRECAUTIONS
A. All necessary precautions shall be taken to protect the storm from damage during all
cleaning and preparation operations. Precautions shall also be taken to ensure that no
damage is caused to public or private property adjacent to or served by the storm or its
branches. The Contractor shall pay for and restore, at no additional costs to the Owner, any
damage caused to public or private property because of such cleaning and preparation
operations.
B. Satisfactory precautions shall be taken in the use of cleaning equipment. When
hydraulically propelled cleaning tools (which depend upon water pressure to provide their
cleaning force) or tools which retard the flow in the storm line are used, precautions shall be
taken to ensure that the water pressure created does not damage or cause flooding of
public or private property being served by the storm. No fire hydrant shall be obstructed in
case of a fire in the area served by the hydrant. All requirements shall be met when
accessing a fire hydrant including but not limited to meters, backflow preventers, and
properly trained personnel. It shall be the Contractor's responsibility to meet all state and
local requirements.
3.3 CLEANING
A. If cleaning of an entire storm section cannot be successfully performed from one manhole,
the equipment shall be set up on the other manhole and cleaning attempted again. If
results of the cleaning are favorable, the Contractor will proceed with the TV inspection. All
CITY OF SUNNY ISLES BEACH SECTION 02761 - 4
CLEANING STORM SEWER SYSTEMS
sludge, dirt, sand, rocks, and other solid or semisolid materials resulting from the cleaning
operation shall be removed from the downstream manhole of the section being cleaned.
The Contractor shall not be responsible for removing mortar or other material that is
securely attached to the pipe walls or joints.
B. Materials shall be disposed of from the site at least once at the end of each workday. The
Contractor will be responsible for the disposal of materials removed from the storm system.
All storm-cleaning efforts shall require documentation of all quantities and types of materials
removed during cleaning.
C. The designated storm manhole sections shall be cleaned using hydraulically propelled,
high- velocity jet, or mechanically powered equipment approved by the Owner. Cleaning
shall consist of normal hydraulic jet cleaning to facilitate the internal CCTV inspection.
1. Types of cleaning of sanitary storms:
a. Light cleaning of storms consists of a maximum of 1 pass of the jet
nozzle. Light cleaning of laterals will consist of flushing water into a
cleanout.
b. Medium cleaning of storms consists of 2 to 4 passes of the jet nozzle.
Medium cleaning of laterals will consist of 1 to 4 passes with a jet
nozzle.
c. Heavy cleaning consists of 5 or more passes of the jet nozzle such as
removing heavy grease, debris, and roots.
2. Selection of the equipment used shall be based on the conditions of lines at
the time the Work commences. The equipment and methods selected shall be
satisfactory to the Owner. The equipment shall be capable of removing dirt,
grease, rocks, sand, debris, other materials, and obstructions from the storm
lines, laterals, and manholes.
3. If cleaning of an entire section cannot be successfully performed from one
manhole, the equipment shall be set up on the other manhole and cleaning
again attempted. The intent of preparatory cleaning is to provide sufficient
cleaning to ensure camera passage and the internal conditions of the pipeline
can be fully assessed.
4. If the Owner establishes that a particular section of the pipeline cannot be
adequately cleaned due to broken, collapsed, or void areas, then the
inspection will be attempted up to the obstruction.
CITY OF SUNNY ISLES BEACH SECTION 02761 - 5
CLEANING STORM SEWER SYSTEMS
3.4 ROOT REMOVAL
A. Roots shall be removed in the designated sections and manholes where root intrusion is a
problem and where authorized by the Owner. Special attention should be used during the
cleaning operation to remove roots from the joints. Any roots that could prevent the proper
application of chemical sealants or could prevent the proper seating and application of
cured-in-place liners shall be removed. Procedures may include the use of mechanical
equipment such as, rodding machines, bucket machines, winches using root cutters,
porcupines, and equipment such as high-velocity jet cleaners. Chemical root treatment
shall be used before or following the root removal operation, depending on the
manufacturer’s recommendation. The Contractor shall capture and remove all roots from
the line.
3.5 MATERIAL REMOVAL AND DISPOSAL
A. All sludge, dirt, sand, rocks, grease, roots, and other solid or semisolid material resulting
from the cleaning operation shall be removed at the downstream manhole of the section
being cleaned. Contractor shall provide appropriate screening to stop passing of materials
into downstream storms. All solid or semisolid materials dislodged during cleaning
operations shall be removed from the storm by Contractor at the downstream manhole of
the storm section being cleaned. The passing of dislodged materials downstream of the
storm segment being cleaned shall not be permitted. In such an event, as observed or
detected by the Owner or any third party, Contractor shall be responsible for cleaning the
affected downstream storms in their entirety, at no additional cost to the Owner.
B. These materials shall become the property of the Contractor, shall be removed from the
site at the end of each workday, and shall be disposed of by the Contractor. Copies of
records of all disposals shall be furnished to the Owner, indicating disposal site, date,
amount, and a brief description of material disposed. Disposal manifests from the licensed
disposal facility shall be submitted with invoices.
C. The Contractor shall keep his haul route and work area(s) neat, clean, and reasonably free
of odor, and shall bear all responsibility for the cleanup of any spill.
3.6 ACCEPTANCE OF CLEANING OPERATION
A. Acceptance of storm sewer cleaning shall be made upon the successful completion of the
television inspection and shall be to the satisfaction of the Owner. If television inspection
shows the cleaning to be unsatisfactory, the Contractor shall be required to re-clean and
re- inspect the storm line at no additional cost until the cleaning is shown to be satisfactory.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 02762 - 1
TELEVISING STORM SEWER SYSTEMS
SECTION 02762
TELEVISING STORM SEWER SYSTEMS
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. The Work covered within this Section is for the internal closed-circuit television
(CCTV) inspection of storm sewer pipes. The Contractor shall perform sewer-
televising work as necessary to thoroughly document the condition of all storm
sewers that connects to outfalls in the study area. The storm sewer shall be
carefully inspected to determine alignment, grade variations, separated joints,
location and extent of any deterioration, breaks, obstacles, obstructions, debris,
quantities of infiltration/inflow and the locations of service connections.
B. The quality of all Work specified in this Section shall meet or exceed the
requirements of the National Association of Sewer Service Companies (NASSCO)
Recommended Specifications for Sewer Collection System Rehabilitation (latest
edition), except as described in this Section. Applicable portions of this Section that
inadvertently fall below those standards shall be corrected and maintained at the
NASSCO standards as a minimum requirement, at no additional cost to the Owner.
1.2 REQUIREMENTS
A. The Contractor shall inspect the storm sewer interior using a color closed circuit
television camera (CCTV) and document the inspection on a digital recorder. All
inspection video shall be captured in either MPEG or Windows Media Video (.WMV)
file format and saved on portable hard drives for submittal. Each inspected main
line sewer reach, referenced manhole to manhole, and each inspected sewer
lateral referenced to the property address and corresponding sewer main should
have an associated MPEG or WMV file. Digital photographs (.JPG files), inspection
reports (.PDF files) and any handwritten inspection logs or field maps shall
accompany the video inspections for each sewer reach (manhole-to-manhole) or
lateral inspected.
B. Contractor shall provide inspection video, data and reports in accordance with the
requirements specified herein. Contractor shall provide all video on portable hard
drive as specified. All Work will conform to current NASSCO Pipeline Assessment
Certification Program (PACP) coding conventions and all software used by the
CITY OF SUNNY ISLES BEACH SECTION 02762 - 2
TELEVISING STORM SEWER SYSTEMS
Contractor will be PACP compliant. An electronic database will be provided by the
Contractor in a PACP exported format approved by the Owner.
C. The Contractor shall provide comments as necessary to fully describe the existing
condition of the storm sewer on the inspection forms.
D. Contractor shall be responsible for modifications to equipment and/or inspection
procedures to achieve report material of acceptable quality.
E. No Work shall commence prior to approval of the submitted material by the Owner.
Once accepted, the report material shall serve as a standard for the remaining
Work.
1.3 QUALITY ASSURANCE
A. Qualifications: Firms regularly engaged in the cleaning and televising of
storm/sanitary sewer systems for not less than 5 years.
B. Each CCTV field inspection supervisor shall be NASSCO PACP certified. Use of
PACP certified technicians to review/document defects in the office (post process)
is not acceptable.
C. The inspection Contractor must have an internal quality assurance/quality control
program in place and all inspection data shall be subjected to the procedures prior
to submittal to the Owner. The Owner will perform QA/QC audits on submitted
data.
D. QA/QC shall be performed by NASSCO PACP certified personnel.
1.4 SUBMITTALS
A. Submittals shall be submitted to the Owner for review and acceptance prior to
construction in accordance with the General Requirements Section 00500 and
Submittal Section 01300.
B. The following deliverables shall be submitted on a portable hard drive at the
completion of inspection:
1. Inspection videos saved in MPEG format or Windows Media video format.
2. Electronic version (.pdf) of the pipe inspection reports.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 3
TELEVISING STORM SEWER SYSTEMS
3. PACP export pipe inspection database (.mdb).
4. Inspection digital photographs in JPEG format.
5. Map of sub area depicting area inspected, inspection status, asset
identification numbers and mark ups.
6. QA/QC report.
C. The above deliverables shall be submitted monthly to the Owner for approval.
Application for payment shall be made after review and approval by the Owner.
D. The sewer inspection video, report documents, and sewer inspection database shall
be in accordance with Owner data standards and NASSCO PACP.
1.5 NOTIFICATION
Contractor shall notify the Owner a minimum of 72-hours prior to performing any inspection work.
No payment will be made for inspections performed without proper notification.
PART 2 - PRODUCTS
2.1 EQUIPMENT
A. Closed Circuit Television Camera: The television camera used for the inspection
shall be one specifically designed and constructed for storm sewer inspection.
Lighting for the camera shall be suitable to allow a clear picture of the entire
periphery of the pipe. The camera shall be operative in 100 % humidity/submerged
conditions. The CCTV camera equipment will provide a view of the pipe ahead of
the equipment and of features to the side of the equipment through turning and
rotation of the lens. The camera shall be capable of tilting at right angles along the
axis of the pipe while panning the camera lens through a full circle about the
circumference of the pipe. The lights on the camera shall also be capable of
panning 90° (degrees) to the axis of the pipe.
The radial view camera must be solid-state color and have remote control of the
rotational lens. The camera shall be capable of viewing the complete circumference
of the pipe and manhole structure, including the cone-section or corbel. Cameras
incorporating mirrors for viewing sides or using exposed rotating heads are not
acceptable. The camera lens shall be an auto-iris type with remote controlled
manual override.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 4
TELEVISING STORM SEWER SYSTEMS
If the equipment proves to be unsatisfactory, it shall be replaced with adequate
equipment. The camera unit shall have sufficient quantities of line and video cable
to inspect 2 complete, consecutive sewer reaches with access approximately 750-
feet apart.
The camera, television monitor, and other components of the video system shall be
capable of producing picture quality to the satisfaction of the Owner. The television
camera, electronic systems and monitor shall provide an image that meets the
following specifications, or approved equal:
1. The gray scale shall show equal changes in brightness ranging from black to
white with a minimum of five stages.
2. With the monitor control correctly adjusted, the 6-colors; Yellow, Cyan,
Green, Magenta, Red, and Blue, plus black and white shall be clearly
resolved with the primary colors in order of decreasing luminance. The gray
scale shall appear in contrasting shades of gray with no color tint.
3. The picture shall show no convergence or divergence over the whole of the
picture. The monitor shall be at least 13-inches diagonally across the picture
tube.
4. The live picture on the CCTV monitor shall be capable of registering a
minimum of 470 lines horizontal resolution and be a clear, stable image with
no interference.
5. Lighting intensity shall be remote controlled and shall be adjusted to
minimize reflective glare. Lighting and camera quality shall provide a clear
in-focus picture of the entire inside periphery of the sewers and laterals for
all conditions except submergence. Under ideal conditions (no fog in the
sewer) the camera lighting shall allow a clear picture up to 5 pipe diameter
lengths away for the entire periphery of the sewer. The lighting shall provide
uniform light free from shadows or hot spots.
6. The camera light head shall include a high-intensity side viewing lighting
system to allow illumination of internal sections of lateral sewer connections.
7. Camera focal distance shall be remotely adjustable through a range of 6-
inches to infinity.
8. Picture quality and definition shall be to the satisfaction of the Owner.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 5
TELEVISING STORM SEWER SYSTEMS
9. The monitor and software shall also be able to capture and save screen
images of typical sewer details and all defects. Screen images shall be
embedded into the pipe inspection report document submitted with the
inspection video.
10. The video camera shall be capable of displaying on screen data as
specified in paragraph 3.08 herein.
11. Depth gage: The camera shall have a depth gage or approved method to
measure deflection in the pipe and joint separation approved by the Owner.
12. The camera shall have zoom capabilities to be able to view the entire depth
of a 20-foot deep manhole from the bottom during inspection.
B. Lateral Video Camera
Lateral cameras may be push type or launched from the sewer main line. Lateral
cameras shall be color, shall be self-leveling, and equipped with a footage counter
to provide on- screen display of footage measurement. Monitor resolution shall be
as specified above in paragraph 2.01 A Close Circuit Television Camera or
approved equal.
C. Video Capture System
The video and audio recordings of the sewer inspections shall be made using digital
video equipment. A video enhancer may be used in conjunction with, but not in lieu
of, the required equipment. The digital recording equipment shall capture sewer
inspection on DVD disks or hard drive, with each sewer reach inspection recorded as
an individual movie file (.MPEG, .MPG, or .WMV) or approved equal. The video files
will be named in accordance with the Owner file naming convention contained in
paragraph 3.11 herein.
1. The video file names will be referenced in the inspection database and in an
inspection report generated in PDF format. The pipeline collection and real
time video capture and data acquisition systems shall be provided.
2. The system shall use the most current PACP compliant application software
and shall be fully object oriented or approved equal. It shall be capable of
printing pipeline inspection reports with captured images of defects or other
related significant visual information on a standard color printer.
3. The imaging capture system shall store digitized color picture images and
CITY OF SUNNY ISLES BEACH SECTION 02762 - 6
TELEVISING STORM SEWER SYSTEMS
be saved in digital format on a DVD, hard drive or approved equal. Also, this
system shall have the capability to supply the Owner with inspection data
reports for each line segment.
4. The Contractor shall have the ability to store the compressed video files in
industry standard and approved Owner format and be transferable with the
PACP compliant inspection database.
5. The Contractor's equipment shall have the ability to "Link". "Linking" is
defined as storing the video time frame code with each observation or defect
with the ability to navigate from/to any previously recorded observation or
defect instantaneously.
6. The system shall be able to produce data reports to include, at a minimum,
all observation points and pertinent data. All data reports shall match the
defect severity codes in accordance with PACP naming conventions
7. The data-sorting program shall be capable of sorting all data stored using
generic sort key and user defined sort fields.
8. Camera footage, date & manhole numbers shall be maintained in real time
and shall be displayed on the video monitor as well as the video character
generators illuminated footage display at the control console.
9. Digital video shall be defined as ISO-MPEG Level 1 (MPEG-1) coding
having a resolution of 352 pixels (x) by 240 pixels (y) (minimum) and an
encoded frame rate of 29.97 frames per second. The digital recording shall
include both audio and video information that accurately reproduces the
original picture and sound of the video inspection. The video portion of the
digital recording shall be free of electrical interference and shall produce a
clear and stable image. The audio portion shall be sufficiently free of
background and electrical noise so as to produce an oral report that is clear
and discernible.
10. Inspection software shall be PACP compliant versions of CUES Granite XP,
WinCan, Flexidata, or approved equal.
11. The CCTV equipment/software shall be capable of producing digitized
images of all sewer line defects, manhole defects, and sewer line service
connections in .jpeg format. Contractor shall plan to take digital still images
of each defect, construction features and service connection to clearly
depict it. More images may be necessary depending upon the condition of
the pipe.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 7
TELEVISING STORM SEWER SYSTEMS
2.2 REPORTING CAPABILITIES
A. The CCTV system shall be capable of printing pipeline inspection reports with
pipeline schematics and captured images of defects and other related significant
visual information. The system shall have the ability to display any combination of
the following formats and features simultaneously.
The following information is mandatory for all inspections:
1. Inspection Information: Refers to the area of pipe to be inspected between
the manhole/structure and outfall to be inspected.
a. Project Name
b. Surveyed by (Operator/Surveyor's name)
c. Operator/Surveyor Certificate number
d. System Owner
e. Date
f. Time
g. Sheet number (report sheet number)
h. Street Name and Number
i. Locality (Owner)
j. Additional Location Information (e.g. backyard, parking lot, etc)
k. Upstream Manhole Number (Owner standard Asset Number)
l. Upstream MH rim to invert (depth)
m. Downstream Manhole/Outfall Number
n. Downstream MH rim to invert (depth)
o. Direction of inspection (Upstream or Downstream)
p. DVD Identification Number
q. Flow control (e.g. plugged, lift station, bypassed, not controlled)
r. Type of Pipe
s. Pipe Height
t. Pipe Width
u. Pipe Shape
v. Pipe Material
w. Pipe Joint Length
aa. Pre Cleaning (jetter, heavy cleaning, no pre-cleaning)
bb. Media Number (Video file name)
cc. Weather
dd. Additional information/Comments
CITY OF SUNNY ISLES BEACH SECTION 02762 - 8
TELEVISING STORM SEWER SYSTEMS
2. Observation Data: Refers to the portion of pipe where an observation is
discovered. Observations shall be noted by text descriptions and defect
code number using PACP defects codes, still frame pictures and video
clips captured and recorded. Each observation shall include the
following:
a. Actual observation footage
b. Video reference
c. Location of defect; clock position
d. Code (Group/Descriptor/Modifier/Severity)
e. Whether it is a continuous defect
f. Whether the defect occurs at a joint
g. Severity level
h. DVD Identification number
i. DVD counter
j. Final footage
k. Video clip ID for each observation
l. Image reference (file name of photos)
m. Remarks (as appropriate or needed)
PART 3 - EXECUTION
3.1 GENERAL
A. Prior to inspection the Contractor shall obtain pipe and manhole asset
identification numbers from the Owner to be used during inspections. Inspections
performed using identification numbers other than the Owner assigned numbers
will be rejected.
B. Inspection shall not commence until the sewer section to be televised has been
completely cleaned in conformance with Specification Section 02761.
C. After the storm main cleaning operation is completed, the line sections shall be
visually inspected internally by means of color closed-circuit television. The
television inspection shall be performed one-line section at time.
D. CCTV inspection shall require a minimum of 2 certified personnel with PACP
certifications.
1. One (1) person shall have PACP certification that will lead or supervise
each field CCTV crew for inspection and a minimum of 2-years in the role
CITY OF SUNNY ISLES BEACH SECTION 02762 - 9
TELEVISING STORM SEWER SYSTEMS
of a lead person.
2. One (1) person shall have PACP certification serving in the role as a
QA/QC management supervisor.
E. Contractor shall perform sewer-televising work within 24-hours of said sewer
being cleaned. If said sewer is not televised within the required 24-hour time
limit, the sewer shall be re-cleaned prior to televising at no additional expense
to the Owner.
F. The Contractor shall also inspect and document all manholes included in this
Work. The video recording shall begin as the camera is lowered down the
manhole all the way to the preset footage and continuously throughout the pipe
reach until the downstream manhole is reached.
G. The Contractor shall lower the camera into the start manhole and record the
camera entry into the sewer, observing the manhole as the camera enters.
H. The camera shall pan the periphery of the start and finish manhole from casting
to invert. To achieve this, the CCTV camera operator shall pan and zoom the
manhole to obtain the best possible image of the manhole, including the wall,
cone and chimney section(s).
I. The depth of each manhole shall be measured to the nearest 1/10th of a foot
and documented on the inspection forms. Estimates of manhole depths will not
be accepted.
J. The CCTV camera head shall be positioned as close to 2/3 of the way above
the invert of the pipe as possible while maintaining the required equipment
stability.
K. Wherever possible the inspections shall be performed in the upstream to
downstream direction. All sewer segments shall be recorded in a logical order in
the same direction they are cleaned and televised.
L. In the event that access to some manholes is restricted, permission may be
granted by the Owner to direct the camera through the sewer in an upstream
direction, against the flow.
M. When sewer conditions prevent forward movement of the camera, the camera
CITY OF SUNNY ISLES BEACH SECTION 02762 - 10
TELEVISING STORM SEWER SYSTEMS
shall be withdrawn, and Contractor shall televise the line from the opposite
direction.
N. The camera shall be directed through the sewer in a downstream direction, with
the flow, at a uniform, slow rate. In no case will the video camera record while
moving at a speed greater than 30-feet per minute. If, during the course of the
Project, the inspection is rejected due to camera speeds exceeding 30-feet per
minute, the inspection recordings shall be redone, at no additional cost to the
Owner.
O. If a new manhole is discovered in the field that was not on current maps, a new
manhole identification number will be assigned by Owner. The Owner shall
assign the manhole the next number above the highest manhole number within
the sub area. The data / video files shall then be re-named to include the new
MH ID, and a new CCTV inspection shall be started from the new MH ID.
Contractor shall consult with the Owner for assignment of new manhole
identification numbers. Contractor shall note in the inspection form comments
that a new manhole ID has been assigned as well as provide a marked-up map
indicating the newly found manhole and assigned manhole ID.
P. Flow levels within existing sewers to be inspected shall not exceed 5% of the
pipe diameter. If water levels prevent adequate televising of the sewer, then
conducting the Work during low flow periods or other methods like plugging and
bypass pumping shall be implemented.
Q. The survey unit shall be slowed, stopped, or backed up to perform detailed
inspections of significant features. The camera shall be stopped at all defects,
changes in material, water level, size, side connections, manholes, junctions, or
other unusual areas. When stopped at the defect or feature, the operator shall
pan the camera to the area and along the circumference of the pipe.
R. On all storm sewers which have sags or dips, to an extent that the television
camera lens becomes submerged during the television inspection, the Contractor
shall use a high-pressure cleaner to draw the water out of the pipe, bypass
piping and pumping, or othermeans, to allow the full circumferential view of the
pipe and identification of pipe defects, cracks, holes, and location of service
connections.
S. The camera unit shall be paused long enough at areas suspected of leaking to
determine if a leak exists currently or if deposits have occurred.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 11
TELEVISING STORM SEWER SYSTEMS
T. The operator shall also record audio of the type of defect or feature, clock
position, footage, extent or other pertinent data.
U. Digital photographs or screen captures shall be taken at all laterals; defects and
general condition photographs shall be taken at least every 200-feet.
V. At the Contractor's discretion or direction of the Owner, the camera shall be
stopped or backed up (when conditions allow) to view and analyze conditions
that appear to be unusual or uncommon for a sound sewer. The lens and
lighting shall be readjusted, if need be, in order to ensure a clear, distinct, and
properly lighted feature.
W. Audio shall be recorded during each inspection by the operating technician,
electronic voice text recognition or approved equal on the inspection video as
the sewer is inspected and shall include the sewer location, identification of
beginning and terminating manholes including location (address or cross
streets), inspection direction, length of inspection, side sewer identification, flow
information, complete descriptions of the sewer line conditions as they are
encountered, description of the rehabilitation work, reason for termination, and
other relevant commentary to the inspections. Voice descriptions should be
made:
1. At points of pipe failure or weakness.
2. At points of infiltration.
3. At the location of service connections.
4. At points where unusual conditions are noted, and
5. At points where digital still photos are taken.
In addition, the audio reports shall include the distance traveled on the specific
run, a description of abnormal conditions in the sewer and side sewer
connections as they are encountered, explanations for pausing, backing up, or
stopping the survey, and the final measured center to center distances between
consecutive manholes. The audio portion of the composite video shall be
sufficiently free from electrical interference and background noise to provide
complete intelligibility of the oral report. Audio dubbing after the inspection is
prohibited.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 12
TELEVISING STORM SEWER SYSTEMS
X. Video recordings shall include a continuous video display/readout of similar
information, as described in paragraph 3.08 herein. A separate digital video file
shall be made for each pipe reach inspected.
AA. Contractor shall coordinate with the Owner prior to commencement of Work to
ensure inspection is accomplished in a manner acceptable to the Owner.
BB. If the video and/or audio recording is of poor quality, the Owner has the right to
require a re-submittal of the affected sewer sections and no payment will be
made until an acceptable video and audio recording is made, submitted to, and
accepted by the Owner.
CC. Measurement for location of defects and actual length of pipe shall be by
means of a calibrated meter on the camera with a digital readout on the video
monitor. This readout shall be included in the video recording. Marking on
cable, or the like, which would require interpolation for depth of manhole, will
not be allowed. Measurement will be accurate to 1-foot per 100-feet of
inspected pipe.
DD. The Contractor inspection units shall be equipped with adequate back up
equipment and spare parts so field repairs to equipment can be made and
down time is minimized.
EE. The Contractor shall be responsible for all traffic control measures required to
perform the Work.
FF. Lateral inspections shall be performed from the main line using a lateral launch
camera or shall be pushed from cleanouts to the sewer main using sewer rods.
Lateral camera travel measurements shall be displayed on screen and on the
captured video.
GG. If lateral inspections are performed from the sewer main as part of the main line
inspection, the lateral shall be logged in the main line inspection report per
PACP requirements and the "comment" field of the main line inspection report
shall be used to document the lateral identification number, defects observed,
footage of all lateral defects, connecting pipes and clean outs. If lateral
inspections are not performed as part of the main sewer inspection, a separate
PACP pipe inspection record shall be created for each lateral. Refer to
paragraph 3.10 for numbering requirements.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 13
TELEVISING STORM SEWER SYSTEMS
3.2 LINEAR MEASUREMENT
The CCTV camera location footage counter shall be zeroed at the beginning of each
inspection. The survey unit location entered on the footage counter at the start of the
inspection shall allow for the distance from the accepted start of the length of the sewer
to the initial point of observation of the camera (pre-set footage). In the case of resuming
an inspection at an intermediate point within a sewer reach, the footage counter shall be
set to start at the distance from the upstream maintenance hole to that point, as
previously recorded by the counter. The Contractor shall ensure that the footage counter
starts to register immediately when the survey unit starts to move.
The lateral camera shall be pushed from cleanouts to the sewer main and be equipped
with a footage counter to display and record inspection footage. Maximum rate of travel
shall be 30- feet per minute when recording.
Prior to commencing inspections, the Contractor shall demonstrate compliance with the
linear measurement tolerance specified below:
A. The equipment shall measure the location of the camera unit in 1-foot increments
from the beginning (upstream end) of each continuous section. This footage
location must be displayed on the CCTV monitor and recorded on the videotapes.
B. The accuracy of the measured location shall be within + 0.5% of the actual length
of the sewer-reach being surveyed, or 1-foot, whichever is greater.
3.3 MEASUREMENT OF SAGS
The CCTV camera shall be equipped with a measuring device capable of accurately
measuring the depth of standing water up to 3-inches. The measuring device shall be
mounted to the front of the unit and be capable of being read as the unit advances
through the pipe.
3.4 CCTV MONITOR DISPLAY
The images displayed on the CCTV monitors will be a view of the pipe above the water
surface as seen by the CCTV camera as the unit is conveyed through the sewer.
The camera lighting shall be fixed in intensity prior to commencing the survey and the
white balance set to the color temperature emitted. In order to ensure color constancy,
no variation in illumination shall take place during the survey.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 14
TELEVISING STORM SEWER SYSTEMS
The video equipment shall be checked using an approved test card with a color bar prior
to commencing each day's survey. The camera shall be positioned centrally and parallel
to the test card at a distance where the full test card just fills the monitor screen. The
card shall be illuminated evenly and uniformly without any reflection.
3.5 DATA DISPLAYS
A. The CCTV images shall include an initial data display that identifies the sewer
reach being surveyed and a survey status display that provides continuously
updated information on the location of the survey unit as the survey is being
performed. These data displays shall be in alphanumeric form. The size and
position of the data shall not interfere with the main subject of the monitor picture.
B. The on-screen display should be white during inspections where the background
behind the display is dark and, conversely, black where the background is light.
C. At the beginning of each reach of sewer being inspected, the following
information shall be electronically generated and displayed on the CCTV monitors
as well as included in the audio track:
1. Date of survey.
2. Inspection company name and inspector.
3. Street name or location.
4. Manhole number to manhole number (in order of inspection).
5. Direction of survey (upstream or downstream).
6. Time of start of survey.
D. During inspections, the following information shall be electronically generated,
automatically updated, and displayed on the CCTV monitors:
1. Survey unit location in the sewer line in feet and tenths of feet from
adjusted zero.
2. Sewer diameter.
3. Upstream and downstream manholes reference numbers as per
approved Drawings or Owner GIS.
4. During Lateral inspections the video display shall contain the lateral
location and the footage of the camera within the lateral.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 15
TELEVISING STORM SEWER SYSTEMS
3.6 PHOTOGRAPHS
During CCTV inspections, screen captures will be taken from the monitor images and
saved electronically by the in-sewer inspection crew of typical conditions every 200-feet
and at all defects, construction features, manholes and laterals. The screen capture shall
have the pipe reach (identified by the upstream and downstream manholes), survey
direction, footage, and date when photograph was taken. The annotation shall be clearly
visible and in contrast to its background, shall have a figure size no greater than 1/4-inch,
and shall be type-printed. The annotation shall be positioned on the front of the
photograph so as to not interfere with the subject of the photograph. Photograph files
shall be named by the video capture system and automatically referenced to the logged
defect.
The image of the sewer shall fill the photographic image. Photographs must clearly and
accurately show what is displayed on the monitor, which shall be in proper adjustment.
Where significant features exist within 6-feet of each other, 1 photograph shall be made
to record these features. Where there is a continuous feature, photographs shall not be
taken at intervals of less than 6- feet unless absolutely necessary to show a change in
the feature.
The images shall be kept electronically, copied to a hard drive, and submitted with the
inspection videos, database and reports.
3.7 MANHOLE NUMBERING, INSPECTION FORMS AND DEFECT CODES
A. The Contractor will be required to use the manhole numbering as shown on
sewer maps provided by the Owner when performing the inspections for this
project.
B. The Owner inspection forms and standard defect codes shall be used. The defect
codes, inspection forms, inspection database and inspection protocols shall be in
accordance with the National Association of Sewer Service Companies
(NASSCO) Pipeline Assessment and Certification Program (PACP) and Manhole
Assessment and Certification Program (MACP).
C. When lateral inspections are performed as part of the main sewer inspection,
lateral numbers shall be referenced in the "comment" field of the main sewer
PACP report. The lateral number shall be as follows:
CITY OF SUNNY ISLES BEACH SECTION 02762 - 16
TELEVISING STORM SEWER SYSTEMS
<Upstream Manhole ID>_<footage>_<clock
position>_<L> Example:
39550020_212_02_L
3.8 DELIVERABLES
The Contractor will be required to submit the following deliverables at the completion of
the post construction video inspection. The pre-construction video inspection
deliverables shall be as defined in 3.02 of this specification.
A. Inspection Reports to include:
1. Inspection session header information (see required fields above)
2. Defect log report including photo captures from CCTV video
3. Schematic drawing of pipe showing defects
4. Format:
a. Adobe Acrobat PDF files: 1 report PDF per pipe
b. Main sewer inspection report file name:
<upstream MH ID>_<downstream MH ID>_<Date (year_mo_day
format)>.PDF Example: 30060002_30060001_2010_02_16.pdf
c. Lateral inspection report file name:
<upstream MH ID>_<footage>_<clock position>_<L>_<Date (year_mo_day
format)>.PDF_
Example: 30060002_210_02_L_2010_02_16.pdf
B. Inspection video files on portable hard drive, typed labels shall be attached to the
face of each hard drive. The typed index labels shall include the following
information:
CITY OF SUNNY ISLES BEACH SECTION 02762 - 17
TELEVISING STORM SEWER SYSTEMS
1. Content (CCTV).
2. Contractor name.
3. Purpose of Survey.
4. Reaches included (from Manhole Number ## to Manhole Number ##).
5. Date of survey.
6. Contract Number / Delivery Order Number (if applicable).
C. Main sewer video files shall be MPEG or Windows Media File named according
to the following standard:
<Upstream MH ID>_<Downstream MH ID>-<Inspection>_<Date (year month
day)>.wmv Example: 39540008-39540007_20090805.wmv
In instances where a reverse set up is necessary to perform or complete the
inspection the file name shall incorporate an "R" at the end of the file name to
indicate "reverse" direction. Using the file example above, if the inspection from
the upstream end was halted due to an obstruction and the pipe was televised
from the opposite end, the video file from the downstream to upstream direction
would be assigned the following file name:
Example:39540008-39540007_20090805_R.wmv
D. Lateral connection inspection video files shall be MPEG or Windows Media File
named according to the following standard:
<Upstream MH ID>_<footage>_<clock position>_<L>_<date
(year_mo_day format)>.wmv
Example: 39540008_145_10_L_2009_08_05.wmv
E. Electronic Inspection Data stored and exported in a NASSCO Pipeline
Assessment and Certification Program (PACP) compliant Microsoft Access
database (.MDB) version 4.4 or newer delivered on DVD or portable hard drive.
F. Inspection photograph digital files (jpeg) indexed to NASSCO PACP compliant
database.
G. Map of sub area depicting area inspected, inspection status, asset identification
numbers and mark ups,
CITY OF SUNNY ISLES BEACH SECTION 02762 - 18
TELEVISING STORM SEWER SYSTEMS
H. Acceptable media for the video recordings portable hard drive.
I. Inspection data noted above shall be provided to the Owner weekly throughout
the inspection work.
J. Contractor Quality Control report detailing data validation performed, pipe
inspection records reviewed and results.
K. All inspection data shall be submitted on a portable hard drive. Each hard drive
shall be filled with as much data as practical to minimize the number of hard
drives submitted. Sections of a single segment of sewer main shall not be
recorded to more than 1 hard drive. Video footage of recorded segments shall be
grouped by area and shall be submitted in sequential order relating to the area
mapping designation.
L. Upon approval by the Owner of all, or portions of, the data delivered via the
portable hard drives, the approved CCTV data shall be delivered to the Owner on
a portable hard drive labeled with project information. The hard drive shall clearly
indicate the date of the inspection, the designated segment(s) of sewer mains(s)
contained on the disk, the name of the project, the project CIP number, the pump
station number, and Contractor name. The hard drive shall contain separate
digital files for each manhole-to-manhole section.
M. The database shall be comprehensive for the entire project, and additional data
shall be added to the database each week.
3.9 ACCEPTANCE
A. Inspection deliverables will be validated to check conformance with the specified
requirements for file names, formats, quantity, resolution, data table references,
in addition to checks for null fields, asset numbers, duplicate records, connectivity,
material, size, and depth. Any data not passing the data validation checks will be
returned to the Contractor for resubmittal.
B. Inspection submittals will be reviewed for quality control. A minimum of 5% of the
submitted inspections will be randomly reviewed. A quality control check will be
performed for each CCTV operator and each operator must exceed 90%
accuracy. Throughout the duration of the project, should the Owner discover
inaccuracies in data or quality issues with any of the videos, Contractor shall re-
inspect those segments at no additional cost to the Owner.
CITY OF SUNNY ISLES BEACH SECTION 02762 - 19
TELEVISING STORM SEWER SYSTEMS
The Owner will provide comments regarding acceptance of the data within 21-
days of receiving the data from the Contractor. Neither the CCTV inspections nor
the WORK inspected is accepted by the Owner until such time that an
acceptance letter is issued by the Owner.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 03200 - 1
WELL CASING
SECTION 03200
WELL CASING
PART 1 - GENERAL
1.1 SCOPE OF WORK
This section covers the work, equipment and materials necessary for furnishing and installing the
well casing liner (to be installed inside the existing 24” steel well casing to be rehabilitated).
1.2 SUBMITTALS
Provide manufacturer’s specifications and technical data on all casings to be provided for
installation in the well.
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS
A. All casing liners shall be approved for use in municipal gravity drainage wells, and to
the specifications as outlined. The CONTRACTOR shall furnish, satisfactorily install,
and grout each string of casing liner. All casing liners shall be new, unused and in good
physical condition. Warped or damaged casing will be rejected.
B. Casing liner and dimensions are provided in the well construction specifications or
details. The well casing liner shall be at a minimum, poly vinyl chloride (PVC) Schedule
40 where PVC casing liner is required.
C. The CONTRACTOR will indicate an estimate of the amount of casing liner anticipated
for installation. Actual lengths shall be determined by the OWNER or the ENGINEER
subsequent to reviewing the “After” Downhole Video to determine if casing liner is
required to maintain the well casing integrity. The CONTRACTOR shall ensure that the
selected casing liner will withstand all stresses of construction without impairment.
D. The CONTRACTOR shall provide the ENGINEER with an inventory of all PVC casing
liner delivered to the site.
E. All casing liners shall be clearly marked with type, grade and manufacturer. If required
by the ENGINEER, the CONTRACTOR shall provide additional backup supporting
documentation from the manufacturer.
CITY OF SUNNY ISLES BEACH SECTION 03200 - 2
WELL CASING
F. Casing liner connections shall meet manufacturer specifications for water tightness.
Connections shall have equal strength as the casing itself.
2.2 POLY VINYL CHLORIDE (PVC) LOCK COUPLING CASING
A. Lock coupling casings, couplings and bushings will be Certainteed Certa-Lok SDR 17
locked coupling PVC casing or equivalent. Any equivalent casing selected must be
shown to have sufficient joint and tensile strength, internal pressure rating, resistance to
collapse and ability to withstand all stresses of construction. Any alternates must be
approved in advance by the ENGINEER.
B. All casing liners shall be clearly marked with type, grade and manufacturer. If required
by the ENGINEER, the CONTRACTOR will provide additional backup supporting
documentation from the Manufacturer.
C. Casing liner elevators must be approved by the ENGINEER.
D. Only the PVC manufacturer approved joint compound will be used for pipe assembly.
The joint compound will be approved for water well construction.
E. Only Certainteed Certa-Lok splines will be used with Certa-Lok couplings. The
CONTRACTOR shall provide a copy of the installation and connection procedure on
site for review prior to casing assembly. Only a Certa-Lok concentric reducer bushing
will be used to connect 20” PVC casing liner. The reducer bushing shall have strength
equal to or greater than the couplings.
F. Final PVC well casing liner shall be completed as specified by the OWNER.
2.3 CENTERING GUIDES
A. Casing centering guides (centralizers) shall be placed on all casing liner strings, prior to
installation, at 30 feet intervals with the first set of centralizers placed within 5 feet from
the bottom of the casing. Centralizers shall be fixed to the casing liner at coupling
locations.
B. Centralizer material will be steel when attached to carbon steel, and stainless steel
when attached to stainless steel and PVC casing. Guides will be welded when attached
to steel; and steel strapped to PVC.
CITY OF SUNNY ISLES BEACH SECTION 03200 - 3
WELL CASING
PART 3 - EXECUTION
3.1 GENERAL
A. Casing liner shall be installed as described in the specifications and drawings. Actual
casing liner depths will be determined by the depth of the existing 24” steel casing and
confirmed by the ENGINEER.
B. The casing liner installation method shall be approved in advance by the ENGINEER
and shall be consistent with manufacturer specifications.
C. Casing liner failure by any means, including but not limited to: collapse, breakage,
separation, dents, tears or rips during construction, that in any way impair the use of the
well or future use/condition of casing material in the opinion of the ENGINEER, shall be
repaired or replaced at the CONTRACTOR'S sole expense.
D. Casing liner connections shall meet manufacturer specifications for water tightness.
Connections shall have equal strength as the casing itself.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 03300 - 1
DOWNHOLE VIDEO LOG
SECTION 03300
DOWNHOLE VIDEO LOG
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. This section covers the equipment, work and materials necessary to perform downhole
video logging of the wells.
B. Provide a DVD format video survey.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 GENERAL
A. Each video log must be run and recorded in a continuous fashion to qualify as an
acceptable log. CONTRACTOR to provide Video Logs for “Before” and “After” the well
structure and well casing cleaning activities. The “After” Video will determine the
integrity of the existing steel casing and the need for PVC casing liner installation if the
steel casing is compromised.
B. The CONTRACTOR is responsible to ensure that the video logs are complete. Any
obstructions or fill material in the borehole or cased intervals will be removed by the
CONTRACTOR at his own expense.
C. Video logging will be performed by a qualified well inspection service. If a subcontractor
is used, submit the name of the company and qualifying experience for approval by the
ENGINEER. Video logger shall have a minimum of 5 years of experience performing
video logs.
D. All logs shall be appropriately labeled with all appropriate information. Two (2) field
copies shall be made available to the ENGINEER upon completion. The
CONTRACTOR will furnish three (3) copies of each video to the OWNER.
E. A downhole video log in DVD format will be conducted to inspect the casing and open
intervals of the wells. The video will be conducted in the presence of the ENGINEER.
The video camera lens will be color and capable of 360-degree movement; be
CITY OF SUNNY ISLES BEACH SECTION 03300 - 2
DOWNHOLE VIDEO LOG
controlled by the logging technician; be independent of the camera body; and have
focus capability. The video camera will be centralized in the borehole. The centralizers
will self-adjust to different casing and hole sizes as necessary. If the ENGINEER
determines that the video is unacceptable due to poor quality, the CONTRACTOR at
his expense will obtain the necessary equipment to perform additional logging to the
satisfaction of the ENGINEER.
F. Final videos will be performed prior to demobilization of the drilling rig. If based on the
video, the ENGINEER determines that the borehole is filled above the total drilled
depth, at the direction of the ENGINEER, the CONTRACTOR will clean out the filled
borehole section using the drilling rig or by other means approved by the ENGINEER
and re-video the well for final approval by the ENGINEER.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 03400 - 1
CEMENT GROUT
SECTION 03400
CEMENT GROUT
PART 1- GENERAL
1.1 SCOPE OF WORK
A. This section covers the labor, equipment and materials required to furnish and install
the annular grout between the existing 24” steel well casing and proposed 20” PVC
casing liner, only at the wells that the “After” Downhole Video reveals the steel casing
has been compromised (subsequent to approval by the OWNER and ENGINEER).
1.2 SUBMITTALS
A. Provide data on all proposed additives and manufacturer's specifications.
B. Provide bulk cement units weight tickets for verification of cement quantities pumped.
C. During cementing, provide cement slurry weight data for each grouting stage. A fixed,
safe, accessible location to collect samples must be provided to the satisfaction of the
ENGINEER. Samples of the cement slurry shall be collected, weighed and recorded.
The correct mix ratios shall be maintained. If performed in batches, provide slurry
weight and collect sample for each batch mixed. If performed in continuous mixing,
provide slurry weights and collect samples at the beginning, middle, and end of
pumping for each grouting stage.
PART 2- PRODUCTS
2.1 GENERAL REQUIREMENTS
A. The CONTRACTOR shall furnish and install all grout and additives as specified.
B. Ready-mixed cement will not be allowed for this project unless otherwise approved by
the OWNER or ENGINEER.
2.2 PORTLAND CEMENT
Cement grout shall be API class B Portland cement and conform to ASTM C150, Type II
standards.
CITY OF SUNNY ISLES BEACH SECTION 03400 - 2
CEMENT GROUT
2.3 BENTONITE
Bentonite furnished for cementing shall be raw bentonite and be added at the bulk facility and
thoroughly mixed at the ratio specified. Small batches (less than 50, 94 lb. bags of cement) of grout
may be mixed on site.
PART 3- EXECUTION
3.1 GROUTING
A. The CONTRACTOR is solely responsible for the successful execution of grouting.
Annular grout shall be in conformance with all applicable local and state regulations.
B. The CONTRACTOR is solely responsible for defects in the grout or grouted interval.
The CONTRACTOR shall take all precautions to protect the casing from collapse or
damage during grouting. Any defects in the grout job or casing damage resulting from
grouting shall be corrected by the CONTRACTOR at his own expense.
C. The CONTRACTOR shall provide adequate notice prior to cementing to enable the
ENGINEER to observe all cementing operations.
D. Provide a method of measurement to determine the weight in pounds per gallon of
cement slurry to confirm proper mix ratios. Samples of the cement slurry shall be
collected, weighed and recorded. The correct mix ratios shall be maintained. If
performed in batches, provide slurry weight and collect sample for each batch mixed. If
performed in continuous mixing, provide slurry weights and collect samples at the
beginning, middle, and end of pumping for each grouting stage.
E. If grouting is to be conducted in stages, the top of the hardened grout from the previous
grouting stage will be measured in the presence of the ENGINEER prior to each
cementing stage. Each cementing stage shall be given 12 hours of curing time prior to
resuming cementing. It is the responsibility of the CONTRACTOR to determine the
collapse strength of the casing and the appropriate amount of grout for each grouting
stage. Cementing calculations shall be reviewed with the ENGINEER in advance of
each grouting stage. Grout shall be allowed to cure for 48 hours before continuation of
drilling operations.
F. During grouting, the casing is to be filled with water and pressurized to 60 pounds per
square inch (psi). This pressure shall be maintained during cement emplacement and
the cement set up period for 8 hours following the grout stage completion. Clear water
shall be circulated within the casing from bottom to top to cool the casing during the set
up period.
CITY OF SUNNY ISLES BEACH SECTION 03400 - 3
CEMENT GROUT
G. The grout mixture for the initial grouting stage after each casing liner installation shall
be API Class B neat Portland cement mixed with no more than 6 gallons of water per
sack of cement. At a minimum, the neat cement mixture shall be used to grout the
lower 50 linear feet of casing. Additional grouting stages after casing installation above
the initial grouting stage will be API Class B Portland cement mixed with up to 6%
bentonite and no more than 9 gallons of water per sack of cement. Only potable water
shall be used for the grout mix.
3.2 SETTING TIME
A. Each cement stage should be allowed to set for at least 12 hours and its level
measured before proceeding with the next stage.
B. Cement will be allowed to cure 48 hours before continuation of drilling operations.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 03500 - 1
WELL DEVELOPMENT
SECTION 03500
WELL DEVELOPMENT
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. This section covers the labor, equipment and materials required to perform cleaning of
the existing wells and development of the wells to meet the design production rate of
600 gpm/ft. head.
B. The CONTRACTOR shall develop the wells using a combination of compressed air and
pumped water, until, to the satisfaction of the ENGINEER, the discharge water is free of
sediments. The CONTRACTOR shall frequently and regularly surge the wells.
C. Well development activity includes jetting with simultaneous air lift, air lift and pump
development. The CONTRACTOR shall be paid per each developed well and shall
include but not be limited to the furnishing of all material, labor and equipment
necessary to complete development as specified, including all work necessary for the
installation and removal of test pump, and work necessary for changing development
methods between pumping, airlift, or jetting.
1.2 SUBMITTALS
A. The CONTRACTOR will furnish the ENGINEER with manufacturer specifications for all
chemical additives proposed for development, manufacturer specifications for
generators, pumps and corresponding silencers, a calibrated flow meter with
certification no older than 60 days prior to notice to proceed and attest to an accuracy
of 95 percent or greater for the range of the meter, prior to installation of the
development pump, a manufacturer pump curve for development and testing pump(s),
drawing depicting schematic plan and equipment and piping for formation water
disposal.
B. Daily development summary logs must be completed daily by the CONTRACTOR and
submitted to the OWNER and ENGINEER as requested.
PART 2 - PRODUCTS
2.1 DEVELOPMENT EQUIPMENT
CITY OF SUNNY ISLES BEACH SECTION 03500 - 2
WELL DEVELOPMENT
A. Provide all pumps, motors, air compressors, surge tanks and other ancillary equipment
needed to develop the well to the extent that, as practical, suspended solids have been
removed from the well bore. All generators and diesel fuel powered pumps shall be
equipped with critical grade silencers. Provide all pipe, fittings, and valves required to
transmit discharge water from the well to the settling tanks and the disposal point(s).
Provide all chemical additives as needed.
B. The test pumping equipment shall have access ports, water level measurement setup
and discharge piping. The CONTRACTOR shall provide a pump capable of rates
between 200 and 2,000 gallons per minute (gpm) and manufacturer pump curves in
accordance with this section. Specific development rates shall be specified by the
ENGINEER on a well by well basis.
C. The CONTRACTOR shall provide a calibrated flow meter near the pump. The flow
meter shall be accurate and precise within the range of 200 gpm to 2,000 gpm. The
placement of the flow meter shall be in accordance with manufacturer
recommendations for flow meter placement. The CONTRACTOR shall also consult the
ENGINEER for optimal flow meter placement. Air release valves shall be provided and
installed by the CONTRACTOR at as many locations as required by the ENGINEER.
D. The development equipment must be able to divert flow of water in a controlled manner
to minimize flooding and erosion. Discharge water shall be clear and free of suspended
solids. Discharge water shall be retained temporarily using a settling tank for settlement
of solids and pumped via temporary piping to the discharge point as directed by the
ENGINEER. Tanks required for settling of solids and additional pumps and temporary
piping needed to transmit water to the discharge point shall be included in the unit cost
for development. Management and removal of development solids shall be included in
the unit cost for development.
PART 3 - EXECUTION
3.1 OPEN HOLE WELL DEVELOPMENT
A. Initial development will be performed with the drill string and drill bit at the base of the
open interval. The well will be pumped from the total depth using the reverse air setup
until the discharge water is free of sediment.
B. After initial development, the well will be developed using compressed air lift at a
minimum air flow rate of 750 cubic feet per minute. The base of the air discharge will be
set no deeper than the base of casing during the initial development period. As directed
by the ENGINEER, the CONTRACTOR shall lower the air line into the open interval
during air lifting. The CONTRACTOR shall frequently measure and record the total
CITY OF SUNNY ISLES BEACH SECTION 03500 - 3
WELL DEVELOPMENT
depth of the well to determine if filling in of the open hole has occurred. Clean out of the
open hole will be performed using the reverse air setup. The CONTRACTOR will not
surge straight air lift within the open interval unless the CONTRACTOR is specifically
asked to do so by the ENGINEER. Air lift development will continue until, to the
satisfaction of the ENGINEER, discharging water from the well is free of suspended
material.
C. After air lift development, the CONTRACTOR shall pump surge the well until, to the
satisfaction of the ENGINEER, the pump discharge water is free of suspended material.
E. On a daily basis throughout development and at completion of development, as
directed by and in the presence of the ENGINEER, the CONTRACTOR shall measure
the total depth of the well. If significant in-filling has occurred, as determined by the
ENGINEER, the CONTRACTOR shall proceed to clean out the borehole to the original
total depth.
3.2 DISCHARGE WATER
A. The CONTRACTOR shall construct a temporary settling tank(s) for settlement of solids
from the discharge water. Transfer pump(s) shall be used to pump discharge water to
the designated outfall location if required. Water discharged at the designated outfall
location shall be clear and free of suspended solids. Discharge water shall be free of
settlement solids through the use of settling tanks and pumped via temporary piping to
the designated discharge point as directed by the ENGINEER. The CONTRACTOR
shall anticipate that at least 500 feet of discharge hose or hard pipe capable of
conveying rates ranging between 200 and 2,000 gpm will be required to transmit
discharge water to the outfall point. The CONTRACTOR shall set up and maintain the
discharge water transmission hose and/or hard pipe.
B. The CONTRACTOR is responsible for acquiring and meeting any permit requirements
for the discharge of development water. This includes Florida Department of
Environmental Protection (FDEP) Generic Permit for Discharge of Ground Water from
Dewatering Operations subsection 62-621.300(2)(a), F.A.C. The scope of work
related to the cleaning/rehabilitation of the twenty (20) existing gravity disposal
wells is considered “maintenance” corrective measures and will not require any
permitting.
C. The CONTRACTOR is solely responsible for the methods used and shall comply with
regulation requirements for discharge of water including water quality monitoring
requirements. If the CONTRACTOR fails to comply with requirements for the discharge
of water, he shall be responsible for complete restoration of the discharge location to
the original condition at no cost to the OWNER. CONTRACTOR shall be responsible
CITY OF SUNNY ISLES BEACH SECTION 03500 - 4
WELL DEVELOPMENT
for paying any fines or penalties that may result from his failure to provide adequate
treatment facilities.
D. Discharge water shall always be contained and under control by the CONTRACTOR.
Any erosion that results from the discharge water shall be immediately repaired by the
CONTRACTOR to its previous non-eroded condition.
E. The CONTRACTOR shall employ Best Management Practices (BMPs) to mitigate
potential turbidity and/or solids from entering any surface water body receiving
discharge water. The CONTRACTOR shall install and maintain silt booms, curtains, or
other means required to protect any surface water body receiving the discharge water.
Surface water receiving discharge water shall not exceed 29 nephelometric turbidity
units (NTU) above background conditions. Where applicable, the CONTRACTOR shall
maintain appropriate water quality monitoring records demonstrating compliance with
turbidity requirements in the receiving water body
F. The CONTRACTOR shall ensure that the discharge water does not impact adjoining
property unless it is specifically approved by the OWNER, does not flood streets or
impede any traffic flow in any way, and does not cause a nuisance in general.
G. The CONTRACTOR shall monitor the discharge water disposal system continuously for
leaks and possible problem areas. An inspection of the completed pipeline may be
conducted frequently by the OWNER or ENGINEER to observe its integrity. Operations
must stop until noted deficiencies are corrected. It is, however, the CONTRACTOR’S
responsibility to ensure the integrity of the system at all times.
H. The CONTRACTOR shall provide safety measures and controls as needed.
END OF SECTION
CITY OF SUNNY ISLES BEACH SECTION 03720 - 1
WELL REHABILITATION SEQUENCE
SECTION 03720
WELL REHABILITATION SEQUENCE
PART I - GENERAL
1.1 SCOPE OF WORK
A. This section covers the sequence of work to rehabilitate twenty (20) drainage wells and
several outfalls for the City of Sunny Isles Beach (OWNER), located on Central Island.
B. The work as specified includes mobilization; removal and replacement of well grates;
cleaning the concrete well structure and open hole well casing; down-hole video
logging; well development; installation of PVC well casing and concrete grouting (at well
locations where the existing 24” steel casing is compromised); testing; installation of
inline tideflex valves and manatee grates on outfalls; demobilization and restoration of
well sites; and completion all required work to the extent the well facility is returned to
service and accepted by the OWNER.
C. The wells identified for rehabilitation may be altered or changed during the course of
the contract based upon the needs of the OWNER.
D. Following completion of well rehabilitation, the CONTRACTOR shall install the new well
grate, and appurtenances to the extent the well is ready for service by the OWNER.
Substantial completion will be deemed complete following restoration of operational
service of the subject well.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 CONSTRUCTION SCHEDULE
A. The CONTRACTOR shall complete the scope of work within the timeframe specified in
the contract.
B. The construction schedule shall be met based on work days (from 7:00 am to 7:00 pm
only) and excludes nights, weekends and Federal holidays.
CITY OF SUNNY ISLES BEACH SECTION 03720 - 2
WELL REHABILITATION SEQUENCE
C. The CONTRACTOR shall obtain approval from the OWNER for all 24-hour work
excluding weekends and Federal holidays. Requests for 24-hour work shall be
submitted as outlined in Section 01300.
D. The CONTRACTOR will be allowed only one (1) well out of service for rehabilitation at
a time. The OWNER shall determine the sequence of wells to be rehabilitated based on
the needs of the OWNER. The CONTRACTOR, during the activities of rehabilitating
each well, shall arrange to temporarily reroute the incoming storm water flows to other
nearby drainage systems or outfalls via pumping and temporary piping, as approved by
the OWNER and the ENGINEER.
E. A construction sequence plan shall be submitted to the OWNER and ENGINEER for
approval prior to commencement of any work.
END OF SECTION
APPENDIX A
W-1
W-14
W-11
W-2
W-3
W-9
W-12
W-8
W-4
W-5
W-6
W-13 W-17
W-15
W-16
W-19
W-20
W-18
W-7
N.T.S.N
W-10
1
8
3
r
d
S
t
180
t
h
D
r
NE
1
8
1
s
t
S
t
179
t
h
D
r
182
n
d
D
r
1
7
8
t
h
S
t
N
E
1
7
5
t
h
T
e
r
r
a
c
e
1
7
7
t
h
D
r
N B
a
y
R
d
Chu
r
c
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D
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1
7
8
t
h
D
r
Collins Ave
Atlantic Blvd
EXIST. 12" OUTFALL PIPE
EXIST. 16" OUTFALL PIPE
EXIST. 10" OUTFALL PIPE
DRAINAGE WELL DETAILS FROM FINAL AS BUILT
SURVEY PREPARED BY JOSE C. PORTA PLS.
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
WELL STRUCTURE DETAILS
COUNTY
DATE DESCRIPTION SHEET
NO.
2
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
W-2W-1 W-3
W-4 W-5
NE 178TH DRNORTH BAY RD NORTH BAY RD
NORTH BAY RDNORTH BAY RD
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
WELL STRUCTURES PHOTOS
COUNTY
DATE DESCRIPTION SHEET
NO.
3
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
W-6
NE 179TH DR
W-8W-7
W-9 W-10
ATLANTIC BLVDNE 178TH ST
NE 178TH DR NE 178TH DR
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
WELL STRUCTURES PHOTOS
COUNTY
DATE DESCRIPTION SHEET
NO.
4
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
W-12W-11
NE 177TH DR NE 177TH DR
W-14
W-13
W-15
NE 175TH TERRACE
NE 178TH DR
NORTH BAY RD
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
WELL STRUCTURES PHOTOS
COUNTY
DATE DESCRIPTION SHEET
NO.
5
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
W-19
W-16 W-17
NE 180TH DR
NORTH BAY RD
NE 180TH DR
W-18
NORTH BAY RD
W-20
ATLANTIC BLVD
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
WELL STRUCTURES PHOTOS
COUNTY
DATE DESCRIPTION SHEET
NO.
6
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
CENTRAL ISLAND
WELL MAINTENANCE PROGRAM
OUTFALL PHOTOS
COUNTY
DATE DESCRIPTION SHEET
NO.
7
CITY OF SUNNY ISLES BEACH
18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160
COUNTY PROJECT No.
March-18 MIAMI-DADE
KEITH AND SCHNARS, P.A.
6500 N. ANDREWS AVENUE
FORT LAUDERDALE, FL 33309
CERTIFICATE OF AUTHORIZATION 1337
DATE
REVISIONS
APPENDIX B
Please follow below link for the CCTV Inspection Videos
https://www.dropbox.com/s/8s3hlr6p4oe22y8/Center%20Island%20Sunny%20Isles%20Beach.zip?dl=0
APPENDIX C
DAILY WORK LOG
PROJECT NAME:CONTRACT TIME
PROJECT OWNER:PROJECT ADDRESS:
PROJECT NUMBER:
NAME COMPANY/ORGANIZATION CONTACT
CONDITIONS TEMP. A.M.TEMP. P.M.
Company Personnel Hours at Site Hours at Site
PAY ITEM QUANTITY/UNITS
WORK DONE AND OBSERVED
REMARKS/COMMENTS
Field Representative & Hours on Project:
CONTRACTOR/SUB PAY ITEM DESCRIPTION
WEATHER
PROJECT VISITORS
DATE
Equipment
Fair/Sunny