HomeMy WebLinkAboutExhibit 100600
CONTRACT
By and Between
CITY OF MIAMI
And
ENVIROWASTE SERVICES GROUP, INC.
This AGREEMENT (hereinafter "Agreement") , is made and entered into this
day of 2012, but effective beginning ten (10) days after Notice to
Proceed is issued by the Department's Director, in accordance with the Contract Term
set forth below in Article 7 (the "Effective Date"), by and between the City of Miami,
Florida, a municipal corporation of the State of Florida, whose principal address is 444
S.W. 2nd Avenue, 10th Floor, Miami, Florida 33130 (the "City"), and ENVIROWASTE
SERVICES GROUP, INC., whose principal address is 4 SE 1st Street, 2nd Floor, Miami,
FL 33131(the "Contractor").
WITNESSETH:
WHEREAS, pursuant to Resolution No. , adopted by the Miami City
Commission on , 2012, the City Commission accepted the competitive
bid of Envirowaste Services Group, Inc. to provide outfall cleaning services to the City
(the "Work"), and authorized the City Manager to enter into an agreement for the Work
with the Contractor for a period of two (2) years, (730 calendar days), with up to three
(3) additional one (1) year options to renew the term. The City Commission further
authorized the City Manager or his Designee to execute said options to renew subject to
the availability of funding and Contractor's performance.
NOW, THEREFORE, in consideration of the foregoing recitals (all of which are
adopted as an integral part of this Agreement), and the promises and covenants
contained herein, and other good and valuable consideration, the receipt of which are
hereby acknowledged, the parties hereto mutually agree as follows:
ARTICLE 1. SCOPE OF WORK: The Contractor shall furnish all labor, materials and
equipment and perform all the work in the manner and form provided by this Agreement
and the Contract Documents, attached hereto and made part hereof, for complete
outfall cleaning maintenance, for the Contract Term set forth in Article 7 below and for
the project entitled:
OUTFALL CLEANING CONTRACT, 2nd Bidding, M-0045.
1.
4
ARTICLE 2. THE CONTRACT SUM: The City shall pay to the Contractor, for the
faithful performance of the Contract, in lawful money of the United States, and subject to
additions and deductions and based on unit prices (where applicable), all as provided in
the Proposal attached hereto and other Contract Documents attached hereto as Exhibit
"C", the annual sum of One Hundred Seventy Six Thousand, Seven Hundred Twenty
Dollars ($176,720.00), for a total two (2) year contract total of Three Hundred Fifty
Three Thousand, Four Hundred Forty Dollars ($353,440.00)
The City Manager or his Designee, at their discretion, may exercise the three (3)
additional one (1) year options to renew and the funding shall be as follows:
The first option to renew in the annual amount of One Hundred Seventy Six Thousand,
Seven Hundred Twenty Dollars ($176,720.00) during Fiscal Year 2014.
The second option to renew in the annual amount of One Hundred Seventy Six
Thousand, Seven Hundred Twenty Dollars ($176,720.00) during Fiscal Year 2015.
The third and final option to renew in the annual amount of One Hundred Seventy Six
Thousand, Seven Hundred Twenty Dollars ($176,720.00) during Fiscal Year 2016.
ARTICLE 3. PARTIAL AND FINAL PAYMENTS: In accordance with the provisions
fully set forth in the "General Conditions" of the "Specifications" in the Proposal
attached hereto, and subject to additions and deductions as provided, the City shall pay
the Contractor as follows:
(a) On or before the 10th day of each calendar month, the City shall make
partial payments to the Contractor on the basis of the estimate of work performed by the
Contractor during the preceding calendar month, duly certified and approved by the
City's Project Manager.
(b) Upon submission by the Contractor of evidence satisfactory to the City
that all payrolls, material bills and other costs incurred by the Contractor in connection
with the construction of the work have been paid in full, and also, after all guarantees
that may be required in the Specifications or by the Contractor have been furnished and
are found acceptable by the City, final payment on account of this Agreement shall be
made within sixty (60) days after completion by the Contractor of all work covered by
this Agreement and acceptance of such work by the City.
ARTICLE 4. TIME OF COMPLETION: The Contractor shall commence the work to be
performed under this Agreement and the Contract Documents within the number of
consecutive days after the date of written notice from the Director of the Department of
Public Works to begin work as noted in the Proposal, and shall fully complete the
Contract Scope of Work in accordance with this Agreement and the Contract
Documents within the number of calendar days as set forth in the Proposal.
It is mutually agreed between the parties hereto, that time is of the essence of this
Agreement, and, in the event that construction of the work is not completed within the
time herein specified, it is agreed that from the compensation otherwise to be paid to
the Contractor, the City may retain for each day thereafter, Sundays and holidays
included, that the work remains uncompleted, the sum set forth in the General
Conditions of the Specifications, as modified by Division 2 - Special Provisions, which
sum represents the actual damage(s) which the City of Miami, Florida, will have
sustained per day by failure of the Contractor to complete the work within the time
stipulated, and this sum is not a penalty, but will be the liquidated damage(s) that City
will have sustained in event of such default by the Contractor.
ARTICLE 5. ADDITIONAL BOND: It is further mutually agreed between the
parties hereto, that if, at any time after the execution of this Agreement and the
Performance Bond hereto attached and incorporated herein as Attachment "A", when
required for its faithful performance, the City shall deem the surety or sureties upon
such bond to be unsatisfactory, or if, for any reason, in the opinion of the Engineer; such
bond ceases to be adequate to cover the performance of the work, the Contractor shall,
at his expense, within five (5) days after receipt of notice from the Engineer so to do,
furnish an additional bond or bonds in such form and amount, and with such surety or
sureties as shall be satisfactory to the City. In such event, no further payment to the
Contractor shall be deemed to be due under this Agreement until such new or additional
security for the faithful performance of the work shall be furnished in manner and form
satisfactory to the City.
ARTICLE 6. CONTRACT DOCUMENTS: All of the documents hereinafter
listed form the Contract and they are as fully as part of the Contract as if attached to this
Agreement, or repeated in this Agreement:
ADVERTISEMENT FOR BIDS
PROPOSAL
BID BOND
CONTRACT
PAYMENT AND PERFORMANCE BOND
MAINTENANCE PERFORMANCE BOND
INSTRUCTIONS TO BIDDERS
SPECIFICATIONS
ADDENDA
PLANS: N/A
As prepared by
Entitled:
M. Rodriquez
M-0045
ARTICLE 7. THE CONTRACT TERM: The original Contract Term is two (2) years
(730 calendar days) effective ten days after Notice to Proceed is issued by the
Department's Director. The City has up to three (3) options to renew the term of the
contract, each for a period of one (1) year, subject to availability of funds and
Contractor's performance.
The City Manager or his Designee, at their discretion, may exercise the three (3)
additional options to renew and the terms shall be as follows:
The terms for all three (3) options to renew shall begin ten (10) days after Notice to
Proceed is issued by the Department Director.
ARTICLE 8. CONTINGENCY CLAUSE: Funding for this Agreement is contingent on
the availability of funds and continued authorization for project activities and is subject
to amendment or termination due to lack of funds, reduction of funds, and/or change in
regulations, upon thirty (30) days written notice.
ARTICLE 9. NOTICES: Whenever either party desires to give notice to the other,
such notice must be in writing, sent by certified United States Mail, postage prepaid,
return receipt requested, or by hand -delivery with a request for a written receipt of
acknowledgment of delivery, addressed to the party for whom it is intended at the place
last specified. The place for giving notice shall remain the same as set forth herein until
changed in writing in the manner provided in this section. For the present, the parties
designate the following:
For City:
Nzeribe (Zerry) lhekwaba, Ph.D., P.E.
City of Miami
Director of Public Works
444 SW 2nd Avenue, 8th Floor
Miami, FL 33130
With copies to:
Monica Rodriguez, Contract Manager
City of Miami
Department of Public Works
444 SW 2nd Avenue, 8th Floor
Miami, Florida 33130
For Contractor:
ARTICLE 10. MATERIALITY AND WAIVER OF BREACH:
(a)
City and Contractor agree that each requirement, duty, and obligation set forth in
these Contract Documents is substantial and important to the formation of this
Contract and, therefore, is a material term hereof.
(b) City's failure to enforce any provision of this Contract shall not be deemed a
waiver of such provision or modification of this Contract. A waiver of any breach
of a provision of this Contract shall not be deemed a waiver of any subsequent
breach and shall not be construed to be a modification of the terms of this
Contract.
ARTICLE 11. SEVERANCE: In the event a portion of this Contract is found by a court
of competent jurisdiction to be invalid, the remaining provisions shall continue to be
effective unless City or Contractor elects to terminate this Contract. An election to
terminate this Contract based upon this provision shall be made within seven (7) days
after the finding by the court becomes final.
ARTICLE 12. APPLICABLE LAW AND VENUE:
This Contract shall be enforceable in Miami -Dade County, Florida, and if legal action is
necessary by either party with respect to the enforcement of any or all of the terms or
conditions herein exclusive venue for the enforcement of same shall lie in Miami -Dade
County, Florida. By entering into this Contract, Contractor and City hereby expressly
waive any rights either party may have to a trial by jury or to file permissive
counterclaims in any civil litigation related to, or arising out of the Project. Contractor
shall specifically bind all subcontractors to the provisions of this Contract. Each party
shall bear their own attorney's fees.
ARTICLE 13. AMENDMENTS:
No modification, amendment, or alteration in the terms or conditions contained herein
shall be effective unless contained in a written document prepared with the same or
similar formality as this Contract and executed by the City Manager and Contractor.
ARTICLE 14. PRIOR AGREEMENTS:
This document incorporates and includes all prior negotiations, correspondence,
conversations, agreements, and understandings applicable to the matters contained
herein and the parties agree that there are no commitments, agreements or
understandings concerning the subject matter of this Contract that are not contained in
this document. Accordingly, the parties agree that no deviation from the terms hereof
shall be predicated upon any prior representations or agreements, whether oral or
written. It is further agreed that no modification, amendment or alteration in the terms or
conditions contained herein shall be effective unless set forth in writing in accordance
with Article 13 above.
IN WITNESS WHEREOF the parties hereto have executed this Agreement on the day
and year first above written in five (5) counterparts, each of which shall, without proof or
accounting for the other counterparts, be deemed an original contract*.
WITNESS: (If Corporation, CONTRACTOR:
attach Seal and Attest by Secretary)
Envirowaste Services Group, Inc.
Party of the second part
BY: BY:
Print Name:
Corporate Secretary
(SEAL)
Print Name :
Print Title:
(Employer Tax I.D. Number)
THE CITY OF MIAMI, FLORIDA,
a municipal corporation,
Party of the first part
ATTEST: BY:
Priscilla A. Thompson Johnny Martinez, P.E.
City Clerk City Manager
APPROVED AS TO INSURANCE
APPROVED AS TO REQUIREMENTS:
ENGINEERING:
Nzeribe (Zerry) Ihekwaba, Ph.D., P.E. Calvin Ellis, Director
Director, Public Works Risk Management
APPROVED AS TO FORM AND
CORRECTNESS
Julie 0. Bru
City Attorney
BECAUSE CONTRACTOR IS A CORPORATION, THERE SHALL BE ATTACHED TO EACH
COUN LERPART AS ATTACHMENT "B" A CERTIFIED COPY OF A RESOLUTION OF THE BOARD
OF DIRECTORS OF THE CORPORATION, AUTHORIZING THE OFFICER WHO SIGNS THE
CON 1 KACT TO DO SO ON ITS BEHALF.
CORPORATE RESOLUTION
WHEREAS, Envirowaste Services Group, Inc. desires to enter into a Contract for
Outfall Cleaning, M-0045, with the City of Miami for the purposes of performing the work
as described in the Contract to which this resolution is attached; and
WHEREAS, the Board of Directors at a duly held corporate meeting has
considered the matter in accordance with the By -Laws of the corporation;
Now, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS that the
(type title of officer)
(type name of officer)
, is hereby authorized
and instructed to enter into the Contract, in the name and on behalf of this corporation,
with the City of Miami upon the terms and conditions contained in the proposed
Contract to which this resolution is attached, to update the insurance requirements, and
to execute the corresponding performance bond.
DATED this day of , 20
Chairperson of the Board of Directors
Corporate Secretary
(Corporate Seal)
00800. GENERAL CONDITIONS:
1. Contract Documents:
1.1. The formal solicitation, Bidder's Response, any addenda issued, the Contract
Documents, and all subsequent work order and purchase orders shall constitute the
entire Contract, unless modified in accordance with any ensuing Contract, Amendment or
Addenda.
1.2. The Contract Documents, along with all documents that make up and constitute the
Contract, shall be followed in strict accordance as to Work, performance, material except
when the City may authorize, in writing, an exception.
1.3. Contractor shall not proceed with any Work when in doubt as to the Work, and shall seek
clarification from Project Manager.
2. Intention of City:
It is the intent of City to describe in the Contract Documents a functionally complete Scope of
Work to be performed in accordance with the Contract Documents and in accordance with all
codes and regulations governing the Work. Any Work, materials or equipment that may
reasonably be inferred from the Contract Documents as being required to produce the intended
result shall be supplied by Contractor whether or not specifically stated. When words, which have
a well-known technical or trade meaning are used to describe work, materials or equipment, such
words shall be interpreted in accordance with that meaning. City shall have no duties other than
those duties and obligations expressly set forth within the Contract Documents. Please refer to
the Public Works Department - STANDARD CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR PUBLIC WORKS PROJECTS.
3. Terms of the Contract
The successful bidder shall be required to enter into a contract with the City of Miami, which shall
include but not limited to, the following terms:
The term of the Contract shall be for an initial term of two (2) years, commencing three (3)
calendar days after Notice To Proceed. The City shall have the option to extend the Contract for
three (3) additional one (1) year term periods each by giving the Bidder at least thirty (30) days
prior written notice.
Extension of the term of the Contract beyond the initial period is an option to the City to be
exercised in its sole discretion, and which does not confer any rights upon the Bidder, and shall
be based on availability of funding and contractor's performance.
The City shall have the right to terminate the Contract, for any reason whatsoever and at any
time, upon thirty (30) days prior notice to the bidder.
The City reserves the right to automatically extend this contract for up to one hundred twenty
(120) calendar days beyond the stated contract term in order to provide City with continual
service while a new contract is being solicited, evaluated, and/or awarded. If the right is
exercised, the City shall notify the Bidder, in writing, of its intent to extend the contract at the
same price, terms and conditions for a specific number of days. Additional extensions over the
first one hundred twenty (120) day extension may occur, if, the City and the Successful
Bidder/Proposer are in mutual agreement of such extensions.
Bid No. 11-12-002 Page 59
4. Preliminary Matters:
4.1 Within ten (10) days after the award of the Contract the City shall hold a kick-off meeting
with the Contractor. The City may require that the Sub -Contractors also attend this
meeting.
4.2. Within five (5) calendar days prior to the kickoff meeting described in Section 4.1,
Contractor shall submit to the Contract Administrator for the Contract Administrator 's
review and acceptance:
4.2.1. A detailed maintenance plan in a format acceptable to the City:
The maintenance plan shall indicate the start and completion dates of
the various tasks for each Work Site and shall include a narrative of the
procedures to be used and a list of all equipment to be used in the
performance of the Work.
The maintenance plan must be updated to reflect any changes and
submitted for approval to the Contract Administrator.
Approval of the maintenance plan by the Contract Administrator shall not
relieve the Contractor of the sole responsibility and liability for the
performance of the Work.
5. Performance Bond and Payment Bond:
Within fifteen (15) calendar days of being notified of the award, Contractor shall furnish a
Performance Bond and a Payment Bond containing all the provisions in the forms attached
hereto.
5.1. Each Bond shall be in the amount of one hundred percent (100%) of the Contract Price
guaranteeing to City the completion and performance of the Work covered in such
Contract as well as full payment of all suppliers, laborers, or subcontractors employed
pursuant to this Project. Each Bond shall be with a Surety, which is qualified pursuant to
Article 5, below.
5.2. Each Bond shall continue in effect for one year after Final Completion and acceptance of
the Work with liability equal to one hundred percent (100%) of the Contract sum, or an
additional bond shall be conditioned that Contractor will, upon notification by City, correct
any defective or faulty work or materials which appear within one year after Final
Completion of the Contract.
5.3. Pursuant to the requirements of Section 255.05(1)(a), Florida Statutes, as may be
amended from time to time, Contractor shall ensure that the bond(s) referenced above
shall be recorded in the public records of Miami -Dade County and provide City with
evidence of such recording.
5.4. Alternate Form of Security:
In lieu of a Performance Bond and a Payment Bond, Contractor may furnish alternate
forms of security, which may be in the form of cash, money order, certified check,
cashier's check or unconditional letter of credit in the form attached hereto as Form
00735. Such alternate forms of security shall be subject to the prior approval of City and
for same purpose and shall be subject to the same conditions as those applicable above
and shall be held by City for one year after completion and acceptance of the Work.
Bid No. 11-12-002 Page 60
6. Qualification of Surety:
6.1. Bid Bonds, Performance Bonds and Payment Bonds over Five Hundred Thousand
Dollars ($500,000.00):
6.1.1. Each bond must be executed by a surety company of recognized standing,
authorized to do business in the State of Florida as surety, having a resident
agent in the State of Florida and having been in business with a record of
successful continuous operation for at least five (5) years.
6.1.2. The Surety shall hold a current certificate of authority as acceptable surety on
federal bonds in accordance with United States Department of Treasury Circular
570, Current Revisions. If the amount of the Bond exceeds the underwriting
limitation set forth in the circular, in order to qualify, the net retention of the
Surety shall not exceed the underwriting limitation in the circular, and the excess
risks must be protected by coinsurance, reinsurance, or other methods in
accordance with Treasury Circular 297, revised September 1, 1978 (31 DFR
Section 223.10, Section 223.111). Further, the Surety shall provide City with
evidence satisfactory to City, that such excess risk has been protected in an
acceptable manner.
6.1.3. The City will accept a surety bond from a company with a rating of B+ or better
for bonds up to $2 million, provided, however, that if any surety company
appears on the watch list that is published quarterly by Intercom of the Office of
the Florida Insurance Commissioner, the City shall review and either accept or
reject the surety company based on the financial information available to the City.
A surety company that is rejected by the City may be substituted by the Bidder or
proposer with a surety company acceptable to the City, only if the bid amount
does not increase. The following sets forth, in general, the acceptable
parameters for bonds:
Policy- Financial Holders
Amount of Bond
Ratings Category
500,001 to 1,000,000 B+ Class
1,000,001 to 2,000,000 B+ Class II
2,000,001 to 5,000,000 A Class ....III
5,000,001 to 10,000,000 A Class ... IV
10,000,001 to 25,000,000 A Class .... V
25,000,001 to 50,000,000 A Class ... VI
50,000,001 or more A Class .. VII
6.2. For projects of $500,000.00 or less, City may accept a Bid Bond, Performance Bond and
Payment Bond from a Surety which has twice the minimum surplus and capital required
by the Florida Insurance Code at the time the invitation to bid is issued, if the Surety is
otherwise in compliance with the provisions of the Florida Insurance Code, and if the
surety company holds a currently valid certificate of authority issued by the United States
Department of the Treasury under Section 9304 to 9308 of Title 31 of the United States
Code, as may be amended from time to time. A Certificate and Affidavit so certifying
should be submitted with the Bid Bond and also with the Performance Bond and Payment
Bond.
Bid No. 11-12-002 Page 61
6.3. More stringent requirements of any grantor agency are set forth within the Supplemental
Conditions. If there are no more stringent requirements, the provisions of this section
shall apply.
7. Indemnification:
7.1 Contractor shall indemnify, defend, save and hold harmless the City and its officials,
employees and agents (collectively referred to as "Indemnitees") and each of them from and
against all loss, costs, penalties, fines, damages, claims, expenses (including attorney's fees) or
liabilities (collectively referred to as "liabilities") arising out of, resulting from or in connection with
(i) the performance or non-performance of the services, supplies, materials and equipment
contemplated by this Agreement which is directly or indirectly caused, in whole or in part, by any
act, omission, default, professional errors or omissions, or negligence (whether active or passive)
of Contractor or its employees, agents or subcontractors (collectively referred to as "Contractor"),
regardless of whether it is, or is alleged to be, caused in whole or part (whether joint, concurrent
or contributing) by any act, omission, default, breach, or negligence (whether active or passive) of
the Indemnitees, or any of them, or (ii) the failures of the Contractor to comply with any of the
provisions herein; or (iii) the failure of the Contractor, or the Indemnitees, if applicable, to
conform to statutes, ordinances, or other regulations or requirements of any governmental
authority, federal, state, county, or city in connection with the granting or performance of this
Agreement, or any Amendment to this Agreement, or any actions or challenges that may arise
out of this Amendment of the Agreement by, as due to alleged failure to comply with any
applicable procurement requirements or similar limitations imposed on such agreements by law,
Contractor expressly agrees to indemnify and hold harmless the Indemnitees, or any of them,
from and against all liabilities which may be asserted by an employee or former employee of
Contractor, or any of its subcontractors, as provided above, for which the Contractor's liability to
such employee or former employee would otherwise be limited to payments under state Worker's
Compensation or similar laws. This section shall be interpreted in a manner to comply with any
applicable Florida Statutes. includina .without limitation, 725.06 and 725.08, F.S.. if applicable.
This Indemnification shall survive the cancellation or expiration of the Agreement.
7.2 The indemnification provided above shall obligate Contractor to defend at its own
expense to and through appellate, supplemental or bankruptcy proceeding, 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 covered by Section 7.1 above which may be brought against City whether performed
by Contractor, or persons employed or utilized by Contractor.
8. Insurance Requirements:
8.1. Without limiting any of the other obligations or liabilities of Contractor, Contractor shall
provide, pay for, and maintain in force until all of its Work to be performed under this
Contract has been completed and accepted by City (or for such duration as is otherwise
specified hereinafter), the insurance coverages set forth herein.
8.1.1. Workers' Compensation insurance to apply for all employees in compliance with
the "Workers' Compensation Law" of the State of Florida and all applicable
federal laws. In addition, the policy(ies) must include:
8.1.1.1. Employers' Liability with a limit of One Million Dollars ($1,000,000.00)
Dollars each bodily injury caused by an accident, each accident. One
Million Dollars ($1,000,000.00) Dollars each bodily injury caused by
disease, each employee. One Million Dollars ($1,000,000.00 Dollars each
bodily injury caused by disease, policy limit.
8.1.1.2 Waiver of subrogation
8.1.2. 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. General Aggregate Limit of Two Million Dollars
Bid No. 11-12-002 Page 62
($2,000,000.00). Coverage must be afforded on a form no more restrictive than
the latest edition of the Comprehensive General Liability policy, without restrictive
endorsements, as filed by the Insurance Services Office, and must include:
[X ] 8.1.2.1. Premises and/or Operations.
[ X ] 8.1.2.2. Independent Contractors.
[ ] 8.1.2.3. Products and/or Completed Operations for contracts with an
Aggregate Limit of Two Million Dollars ($2,000,000.00) per
project. Contractor shall maintain in force until at least three
years after completion of all work required under the Contract,
coverage for Products and Completed Operations, including
Broad Form Property Damage.
[ ] 8.1.2.4. Explosion, Collapse and Underground Coverages.
[ ] 8.1.2.5. Broad Form Property Damage.
[ ] 8.1.2.6. Broad Form Contractual Coverage applicable to this specific
Contract, including any hold harmless and/or indemnification
agreement.
[ X ] 8.1.2.7. 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.
[ X ] 8.1.2.8. City is to be expressly included as an Additional Insured with
respect to liability arising out of operations performed for City by or
on behalf of Contractor or acts or omissions of Contractor in
connection with general supervision of such operation.
[ ] 8.1.2.9. Employee included as insured.
[ X ] 8.1.2.10. Contractual Liability.
[ X ] 8.1.2.11.Waiver of Subrogation.
[ X ] 8.1.2.12. Personal and Advertising Injury.
[ X ] 8.1.2.13. Loading and Unloading.
[ X ] 8.1.2.14.Mobile Equipment (Contractor's Equipment) whether owned,
leased, borrowed or rented by Contractor or employees of the
Contractor.
8.1.3. 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: _
7.1.3.1.
7.1.3.2.
7.1.3.3.
7.1.3.4
7.1.3.5
Owned Vehicles.
Hired and Non -Owned Vehicles.
Employers' Non -Ownership.
Employees included as insured
City of Miami as Additional Insured
Bid No. 11-12-002 Page 63
[X ] 8.1.4. Umbrella Policy
7.1.4.1. Bodily injury and property damage liability with limits of Two Million
Dollars ($2,000,000) each occurrence and an aggregate limit of
Two Million Dollars ($2,000,000).
7.1.4.2. Products/Completed operations aggregate limit of Two Million
Dollars ($2,000,000).
Excess coverage over the policies as follows:
Commercial General Liability
Business Automobile Liability
8.1.5. Installation Floater for the installation of machinery and/or equipment into an
existing structure is required. The coverage shall be "All Risk" coverage
including installation and transit for 100 percent of the "installed replacement cost
value," covering City as a named insured, with a deductible of not more than Five
Thousand Dollars ($5,000.00) each claim.
8.1.5.1. Cessation of Insurance —Coverage is not to cease and is to remain
in force (subject to cancellation notice) until final acceptance by
City.
8.1.5.2. Flood Insurance --When the machinery or equipment is located
within an identified special good hazard area, flood insurance must
be afforded for the lesser of the total insurable value of such
buildings or structure, or, the maximum amount of flood insurance
coverage available under the National Flood Program.
[ X ] 8.1.5. Owners Contractors Protective — City of Miami — Limits of Liability for Bodily Injury &
Property Damage Liability shall be in the amounts of $1,000,000.00 for each occurrence
and $1,000,000.00 in the aggregate
[ X ] 8.1.6 Employer's Liability — Limits of Liability
5500,000 for bodily injury caused by accident, each accident
$500,000 for bodily injury caused by disease, each employee
$500,000 for bodily injury caused by disease, policy limit
8.1.7 Marine General Liability, including coverage for protection and liability in the amount of
$1,000,000
8.1.8 Pollution Liability in the amount of $1,000,000
8.1.9 Jones Act coverage for captain and crew
8.2. If the initial insurance expires prior to the completion of the work, renewal copies of
policies shall be furnished at least thirty (30) days prior to the date of their expiration.
8.3. Notice of Cancellation and/or Restriction --The policy(ies) must be endorsed to provide
City with at least thirty (30) days notice of cancellation and/or restriction.
8.4. Contractor shall furnish to the Public Works Department Certificates of Insurance or
endorsements evidencing the insurance coverage specified above within fifteen (15)
calendar days after notification of award of the Contract. The required Certificates of
Insurance shall name the types of policies provided, refer specifically to this Contract,
and state that such insurance is as required by this Contract.
8.5. The official title of the Owner is the City of Miami, Florida. This official title shall be used
in all insurance documentation.
Bid No. 11-12-002 Page 64
9. Labor and Materials:
9.1. Unless otherwise provided herein, Contractor shall provide and pay for all materials,
labor, water, diesel, tools, equipment, light, power, transportation and other facilities and
services necessary for the proper execution and completion of the Work, whether
temporary or permanent and whether or not incorporated or to be incorporated in the
Work.
9.2. Contractor shall at all times enforce strict discipline and good order among its employees
and subcontractors at the Project site and shall not employ on the Project any unfit
person or anyone not skilled in the work to which they are assigned.
10. General Requirements
10.1. The employee(s) of the Contractor shall be considered to be at all times its employee(s),
and not an employee(s) or agent(s) of the City or any of its departments.
10.2. The Contractor agrees that the Contractor will at all times employ, maintain and assign to
the performance of the Project a sufficient number of competent and qualified personnel
to meet the requirements of the Work to be performed. The Contractor shall have
employed at the time of bidding sufficient numbers of competent and qualified employees
to meet the requirements of the Work to be performed, and upon request by the City, the
Contractor shall provide a list of these employees.
10.3. The Contractor agrees to adjust staffing levels or to replace any staff personnel if so
ordered by the City, should the City make a determination, in its sole discretion, that said
staffing is unacceptable or that any individual is not performing in a manner consistent
with the requirements for such a position.
10.4. The Contractor represents that its staff personnel have the proper skills, training,
background, knowledge, experience, rights, authorizations, integrity, character and
licenses as necessary to perform the Work, in a competent and professional manner.
10.5. The Contractor shall at all times cooperate with the City and coordinate its respective
Work efforts to most effectively and efficiently progress the performance of the Work.
10.7. The Contractor shall be responsible for the good condition of the Work or materials until
formal release from his obligations under the terms of this Contract.
10.8. Contractor shall bear all losses resulting to him on account of the amount or character of
the Work, or the character of the ground, being different from what he anticipated.
10.9 The Contractor shall at all times conduct the Work in such manner and in such sequence
as will insure the least practicable local interference.
11. Worker's Identification
The Contractor's employees, who include any subcontractor, shall wear an identification card
provided by the Contractor. The identification card shall bear the employee's picture, name, title
and name of the employer. Failure by a Contractor's employee to wear such identification may
result in his removal from the Work until such time as the identification card is obtained and worn.
Such removal shall not act as a basis for the Contractor to submit a claim for an extension of
time.
12. Royalties and Patents:
All fees, royalties, and claims for any invention, or pretended inventions, or patent of any article,
material, arrangement, appliance, or method that may be used upon or in any manner be
connected with the construction of the Work or appurtenances, are hereby included in the prices
stipulated in this Contract for said Work.
Bid No. 11-12-002 Page 65
13. Weather:
No extensions to the Contract Period will be granted for weather related delays unless by a
hurricane, City declared emergency or other occurrences that result in the City issuing a Stop
Work Order.
14. Permits. Licenses and Impact Fees:
14.1. Except as otherwise provided within the Supplemental Conditions, all permits and
licenses required by federal, state or local laws, rules and regulations necessary for the
prosecution of the Work undertaken by Contractor pursuant to this Contract shall be
secured and paid for by Contractor. It is Contractor's responsibility to have and maintain
appropriate Certificate(s) of Competency, valid for the Work to be performed and valid for
the jurisdiction in which the Work is to be performed for all persons working on the
Project for whom a Certificate of Competency is required.
14.2. Impact fees levied by the City and/or Miami -Dade County shall be paid by Contractor.
Contractor shall be reimbursed only for the actual amount of the impact fee levied by the
municipality as evidenced by an invoice or other acceptable documentation issued by the
municipality. Reimbursement to Contractor in no event shall include profit or overhead of
Contractor.
15. Resolution of Disputes:
15.1 To prevent all disputes and litigation, it is agreed by the parties hereto that the Public
Works Director shall decide all questions, claims, difficulties and disputes of whatever
nature which may arise relative to the technical interpretation of the Contract Documents
and fulfillment of this Contract as to the character, quality, amount and value of any work
done and materials furnished, or proposed to be done or furnished under or, by reason
of, the Contract Documents and Contract Administrator's estimates and decisions upon
all claims, questions, difficulties and disputes shall be final and binding to the extent
provided in Article 15.2. Any claim, question, difficulty or dispute which cannot be
resolved by mutual agreement of City and Contractor shall be submitted to the City in
writing within twenty-one (21) calendar days. Unless a different period of time is set forth
herein, the Public Works Director shall notify the Contractor in writing of his/her decision
within twenty-one (21) calendar days from the date of the submission of the claim,
question, difficulty or dispute, unless the Public Works Director requires additional time to
gather information or allow the parties to provide additional information. All non -technical
administrative disputes shall be determined by the Contract Administrator pursuant to the
time periods provided herein. During the pendency of any dispute and after a
determination thereof, Contractor, and City shall act in good faith to mitigate any potential
damages including utilization of construction schedule changes and alternate means of
construction.
15.2. In the event the determination of a dispute under this Article is unacceptable to either
party hereto, the party objecting to the determination must notify the other party in writing
within ten (10) days of receipt of the written determination. The notice must state the
basis of the objection and must be accompanied by a statement that any Contract Value
adjustment claimed is the entire adjustment to which the objecting party has reason to
believe it is entitled to as a result of the determination. Within sixty (60) days after Final
Completion of the Work, the parties shall participate in mediation to address all objections
to any determinations hereunder and to attempt to prevent litigation. The mediator shall
be mutually agreed upon by the parties. Should any objection not be resolved in
mediation, the parties retain all their legal rights and remedies provided under State law.
A party objecting to a determination specifically waives all of its rights provided
hereunder, _including its rights and remedies under State law, if said party fails to comply
in strict accordance with the requirements of this Article.
Bid No. 11-12-002 Page 66
16. Inspection of Work:
16.1. The City shall at all times have access to the Work, and Contractor shall provide proper
facilities for such access and for inspection.
16.1.1. Reexamination of any of the Work may be ordered by the City with prior written
approval by the Contract Administrator, and if so ordered, the Work must be
uncovered by Contractor. if such Work is found to be in accordance with the
Contract Documents, City shall pay the cost of reexamination and replacement
by means .of a Change Order. If such Work is not in accordance with the
Contract Documents, Contractor shall pay such cost.
16.2. Inspectors shall have no authority to permit deviations from, nor to relax any of the
provisions of the Contract Documents, nor to delay the Contract by failure to inspect the
materials and work with reasonable promptness without the written permission or
instruction of the City.
16.3. The payment of any compensation, whatever may be its character or form, or the giving
of any gratuity or the granting of any favor by Contractor to any inspector, directly or
indirectly, is strictly prohibited, and any such act on the part of Contractor will constitute a
breach of this Contract.
17. Authority Of The City Project Manager
17.1. The Contract Administrator hereby authorizes the Project Manager to determine, all
questions of any nature whatsoever arising out of, under or in connection with, or in any
way relating to or on account of the Work, and questions as to the interpretation of the
Work to be performed.
17.2. The Contractor shall be bound by all determinations or orders of the Project Manager and
shall promptly respond to requests of the Project Manager, including the withdrawal or
modification of any previous order, regardless of whether the Contractor agrees with the
Project Manager's determination or requests. Where requests are made orally, the
Project Manager will follow up in writing, as soon thereafter as is practicable.
17.3. The Project Manager shall have authority to act on behalf of the City to the extent
provided by the Contract, unless otherwise modified in writing by the City. All instructions
to the Contractor shall be issued in writing. All instructions to the Contractor shall be
issued through the Contract Administrator or the Project Manager .
17.4. The Project Manager shall have access to the Work Site(s) at all times. The Contractor
shall provide safe facilities for such access so the Project Manager may perform their
functions under the Contract. The Project Manager will make periodic visits to the Work
Site to become generally familiar with the progress and quality of the Work, and to
determine if the Work is proceeding in accordance with the Contract Documents.
17.5. The Project Manager will not be responsible for Work means, methods, techniques,
sequences or procedures, or for safety precautions and programs in connection with the
Work, and will not be responsible for the Contractor's failure to carry out the Work in
accordance with the Contract.
17.6. The Project Manager will have authority to reject Work that does not conform to the
Contract requirements, whenever, in his or her opinion, it is considered necessary or
advisable to insure the proper implementation of the Contract. Neither The Project
Manager's authority to act under this paragraph, nor any decision made by him in good
faith either to exercise or not to exercise such authority, shall give rise to any duty or
responsibility of the Project Manager to the Contractor, any subcontractor, supplier or any
of their agents, employees, or any other person performing any of the Work.
17.7. All interpretations and recommendations of the Project Manager shall be consistent with
the intent of the Contract.
Bid No. 11-12-002 Page 67
17.8. The Project Manager will not be responsible for the acts or omissions of the Contractor,
any Sub -Contractor, or any of their agents or employees, or any other persons
performing any of the Work.
18. Superintendence and Supervision:
18.1. Contractor shall keep on the Work during its progress, a full-time competent English
speaking superintendent and any necessary assistants, all satisfactory to the City. The
superintendent shall not be changed except with the written consent of the City, unless
the superintendent proves to be unsatisfactory to Contractor and ceases to be in its
employ. The superintendent shall represent Contractor and all directions given to the
superintendent shall be as binding as if given to Contractor and will be confirmed in
writing by the City upon the written request of Contractor. Contractor shall give efficient
supervision to the Work, using its best skill and attention. The City shall be provided
telephone number(s) for the superintendent where the superintendent can be contacted
during normal working hours as well as after hours for emergencies.
18.2. If in the course of prosecuting the Work, the Contractor finds any issues or conditions
affecting the performance of the Work, it is their duty to immediately inform the Project
Manager, in writing, and the Project Manager will promptly review the same. Any Work
done after such discovery, until authorized, will be done at Contractor's sole risk.
18.3. Contractor shall supervise and direct the Work competently and efficiently, devoting such
attention thereto and applying such skills and expertise as may be necessary to perform
the Work in accordance with the Contract Documents. Contractor shall be solely
responsible for the means, methods, techniques, sequences and procedures of
construction.
18.4 Contractor shall provide 24-hour a day, 7 day a week emergency contact numbers for the
superintendent and the superintendent's supervisor.
19. Methods Of Performing The Work
19.1. If, the Project Manager reasonably determines that the Work is not such as to insure its
completion within the approved schedule, or if, in the opinion of the Project Manager, the
Contractor is not proceeding with the Work diligently or expeditiously or is not performing
all or any part of the Work according to the progress schedule accepted by or determined
by the Project Manager, the Project Manager shall have the right to order the Contractor
to do either or both of the following: (1) improve its work force; and/or (2) improve its
performance in accordance with the schedule to insure completion of the Work within the
specified schedule. The Contractor shall immediately comply with such orders at no
additional cost to the City. The City at its sole option may also have Work performed by a
third party contractor and deduct such cost from any monies due the Contractor.
19.2. Where materials or equipment are transported in the performance of the Work, vehicles
shall not be loaded beyond the capacity recommended by the vehicle manufacturer or
permitted by Federal, State or local law(s). When it is necessary to cross curbing or
sidewalks, protection against damage shall be provided by the Contractor and any
damaged curbing, grass areas, sidewalks or other areas shall be repaired at the expense
of the Contractor to the satisfaction of the Project Manager.
20. City's Right to Terminate Contract:
20.1. If Contractor fails to begin the Work within fifteen (15) calendar days after the
commencement date as indicated in the Notice to Proceed, or fails to perform the Work
with sufficient workers and equipment or with sufficient materials to insure the prompt
completion of the Work, or shall perform the Work unsuitably, or cause it to be rejected
as defective and unsuitable, or shall discontinue the prosecution of the Work pursuant to
the accepted schedule or if Contractor shall fail to perform any material term set forth in
the Contract Documents or if Contractor shall become insolvent or be declared bankrupt,
or commit any act of bankruptcy or insolvency, or shall make an assignment for the
Bid No. 11-12-002 Page 68
benefit of creditors, or from any other cause whatsoever shall not carry on the Work in an
acceptable manner, Contract Administrator may give notice in writing to Contractor and
its Surety of such delay, neglect or default, specifying the same. If Contractor, within a
period of five (5) calendar days after such notice, shall not proceed in accordance
therewith, the City will terminate the services of Contractor, exclude Contractor from the
Work Site(s) and take the prosecution of the Work out of the hands of Contractor, and
appropriate or use any or all materials and equipment on the Project site as may be
suitable and acceptable. In such case, Contractor shall not be entitled to receive any
further payment until the Work is completed. In addition City may enter into an
agreement for the completion of the Work according to the terms and provisions of the
Contract Documents, or use such other methods as in City's sole opinion shall be
required for the completion of the Work in an acceptable manner. All damages, costs
and charges incurred by City, together with the costs of completing the Work, shall be
deducted from any monies due or which may become due to Contractor. In case the
damages and expenses so incurred by City shall exceed the unpaid balance, then
Contractor shall be liable and shall pay to City the amount of said excess. In such event,
the contractor shall be liable for damages including the excess cost of procuring similar
supplies or services: provided that if, (1) it is determined for any reason that the
Contractor was not in default or (2) the Contractor's failure to perform is without his or his
subcontractor's control, fault or negligence, the termination will be deemed to be a
termination for convenience of the City of Miami.
20.2. If after notice of termination of Contractor's right to proceed, it is determined for any
reason that Contractor was not in default, the rights and obligations of City and
Contractor shall be the same as if the notice of termination had been issued pursuant to
the Termination for Convenience clause as set forth in Article 20.3 below.
20.3. This Contract may be terminated for convenience in writing by the City Manager or the
City Commission upon ten (10) days written notice to Contractor (delivered by certified
mail, return receipt requested, hand delivery or courier) of intent to terminate and the date
on which such termination becomes effective. In such case, Contractor shall be paid for
all work executed and expenses incurred prior to termination. Payment shall include
reasonable profit for work/services satisfactorily performed. No payment shall be made
for profit for work/services, which have not been performed.
20.4. Upon receipt of Notice of Termination pursuant to the above, Contractor shall promptly
discontinue all affected work unless the Notice of Termination directs otherwise and
deliver or otherwise make available to City all data, drawings, specifications, reports,
estimates, summaries and such other information as may have been required by the
Contract Documents whether completed or in process.
21. Assignment:
Neither party hereto shall assign the Contract or any subcontract in whole or in part without the
written consent of the other, nor shall Contractor assign any monies due or to become due to it
hereunder, without the previous written consent of the City Commission.
22. Contractor's Use Of Work Site(s)
22.1. Limitations may be placed on the Contractors use of the Work Site and such limitations
will be identified by the City.
22.2. The Contractor shall limit its use of the Work Site(s), so as minimize impact and
disruption to the surrounding areas and residents
21.2.1 The Contractor shall:
a. Confine operations at the Work Site to the areas permitted by the Project
Manager; not disturb portions of the Work Site beyond the specified areas;
conform to Work Site rules and
Bid No. 11-12-002 Page 69
b. Assume all responsibility for its tools, equipment and materials, including any
materials purchased for the Work, and its vehicles while performing Work for the
City and/or while parked at a City facility. The City assumes no liability for
damage to the items specified in this paragraph.
c. Access to and egress from the Work Site(s) shall be subject to the approval of
the Contract Administrator or the Project Manager
23. Interfering Structures and Property
Take necessary precautions to prevent damage to existing structures and property when
accessing the Work Site(s). The Contractor is solely responsible for any damage to personal,
City or other public property.
24. Site Investigation and Representation
24.1 The Contractor acknowledges that it has satisfied itself as to the nature and location of
the Work, the general and local conditions, particularly those bearing upon availability of
transportation, disposal, handling and storage of materials, availability of labor, water,
electric power, roads, and uncertainties of weather, the conformation and conditions at
the ground, the type of equipment and facilities needed preliminary to and during the
prosecution of the Work and all other matters which can in any way affect the Work or the
cost thereof under the Contract Documents.
24.2 The Contractor further acknowledges that he has satisfied himself as to the character,
quality, and quantity of surface and subsurface materials to be encountered from
inspecting the site and from evaluating information derived from exploratory work that
may have been done by the City or included in the Contract Documents. Any failure by
the Contractor to acquaint himself with all the available information will not relieve him
from responsibility for properly estimating the difficulty or cost thereof under the Contract
Documents.
25. Contractor's Responsibility for Damages and Accidents:
Contractor shall be responsible for all materials, equipment and supplies pertaining to the Work.
The City assumes no responsibility or liability in the event any such materials, equipment and.
supplies are lost, stolen, damaged or destroyed.
26. Accidents
The Contractor shall provide such equipment and facilities as are necessary or required, in the
case of accidents, for first aid service to persons who may be injured during the Project duration.
The Contractor shall also comply with the OSHA requirements as defined in the United States
Labor Code 29 CFR 1926.50.
In addition, the Contractor must report immediately to the Project Manager every accident to
persons or damage to property, and shall furnish in writing full information, including testimony of
witnesses regarding any and all accidents.
27. Safety Precautions
27.1. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Project. Contractor shall take all
necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
27.1.1.Afl employees on the Work Site(s) and other persons who may be affected
thereby;
Bid No. 11-12-002 Page 70
27.1.2 Other property at the Work Site(s) or adjacent thereto, including trees, shrubs,
lawns, walks, pavements, roadways, structures and utilities not designated
for removal, relocation or replacement in the course of construction.
27.2. Contractor shall designate a responsible member of its organization at the Work Site(s)
whose duty shall be the prevention of accidents. This person shall be Contractor's
superintendent unless otherwise designated in writing by Contractor to City.
27.3. Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders
of any public body having jurisdiction for the safety of persons or property or to protect
them from damage, injury or loss; and shall erect and maintain all necessary safeguards
for such safety and protection. Contractor shall notify owners of adjacent property and
utilities when prosecution of the work may affect them. All damage, injury or loss to any
property referred to in the Contract Documents, caused directly or indirectly, in whole or
in part, by Contractor, any Subcontractor or anyone directly or indirectly employed by any
of them or anyone for whose acts any of them may be liable, shall be remedied by
Contractor. Contractor's duties and responsibilities for the safety and protection of the
Work shall continue until such time as all the Work is completed the City has issued a
notice to City and Contractor a notice of Final Acceptance.
27.4 Contractor must adhere to the applicable environmental protection guidelines for the
duration of the Contract. If hazardous waste materials are used, detected or generated
at any time, the Project Manager must be immediately notified of each and every
occurrence. The Contractor shall comply with all codes, ordinances, rules, orders and
other legal requirements of public authorities (including OSHA, EPA, DERM, the City,
Miami -Dade County, State of Florida, and Florida Building Code), which bear on the
performance of the Work.
27.5. The Contractor shall take the responsibility to ensure that all Work is performed using
adequate safeguards.
27.6 If an emergency condition should develop during the Work, the Contractor must
immediately notify the Project Manager of each and every occurrence. The Contractor
should also recommend any appropriate course(s) of action to the Project Manager.
28. Warranty of Materials:
Contractor warrants to City that all materials furnished under this Contract will be new unless
otherwise specified and that all of the Work will be of good quality, free from defects and in
conformance with the Contract Documents. All Work not conforming to these requirements,
including substitutions not properly approved and authorized, may be considered defective. If
required by the Project Manager, Contractor shall furnish satisfactory evidence as to the kind and
quality of materials and equipment. This warranty is not limited by any other provisions within the
Contract Documents.
29. Manufacturer's Instructions
29.1. The Contractor shall:
29.1.1. Comply with manufacturer's requirements for the handling, delivery and use of
all materials. Where required by the Contract Documents, Contractor shall
submit manufacturer's printed instructions and MSDS documents to the City.
29.1.2. Comply with the manufacturer's applicable instructions and recommendations
for the performance of the Work, to the extent that these instructions and
recommendations are more explicit or more stringent than requirements
indicated in the Contract.
29.1.3. Inspect materials prior to use and reject materials not meeting the
requirements of the Contract Documents.
Bid No. 11-12-002 Page 71
30. Manufacturer's Warranty
Contractor shall provide all manufacturers' warranties. All warranties, expressed and/or implied,
shall be made available to the City for material and equipment covered by this Contract. All
material and equipment furnished shall be fully guaranteed by the successful Bidder against
factory defects and workmanship. At no expense to the City, the Contractor shall correct any and
all apparent and latent defects that may occur within the manufacturer's standard warranty. The
Supplemental Conditions of the Contract Documents may supersede the manufacturer's standard
warranty. Manufacturer's warranties will become effective upon final completion of the Project.
31. Defective Work:
31.1. The Project Manager shall have the authority to reject or disapprove work which the
Project Manager finds to be not in compliance with the Contract Documents. If required
by Project Manager, Contractor shall promptly either remove or correct all defective
Work. Contractor shall bear all direct, indirect and consequential costs of such
corrections including cost of materials, equipment, and personnel.
31.2. Should Contractor fail or refuse to remove or correct any defective work or to make any
necessary repairs in accordance with the requirements of the Contract Documents within
the time indicated in writing by the Project Manager, the City shall have the authority to
cause the defective Work to be corrected, or make such repairs as may be necessary at
Contractor's expense. Any expense incurred by City in making such corrections or
repairs, shall be paid for out of any monies due or which may become due to Contractor.
In the event of failure of Contractor to make all necessary repairs promptly and fully, City
may declare Contractor in default.
32. Taxes:
Contractor shall 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.
33. Subcontracts
33.1. Contractor shall not employ any subcontractor against whom City may have a reasonable
objection. Contractor shall not be required to employ any subcontractor against whom
Contractor has a reasonable objection.
33.2. Contractor shall be fully responsible for all acts and omissions of its subcontractors and
of persons directly or indirectly employed by its subcontractors and of persons for whose
acts any of them may be liable to the same extent that Contractor is responsible for the
acts and omissions of persons directly employed by it. Nothing in the Contract
Documents shall create any contractual relationship between any subcontractor and City
or any obligation on the part of City to pay or to see the payment of any monies due any
subcontractor. The City may furnish to any subcontractor evidence of amounts paid to
Contractor on account of specific Work performed.
33.3. Contractor agrees to bind specifically every subcontractor to the applicable terms and
conditions of the Contract Documents for the benefit of City.
33.4 Contractor shall complete Attachment B identifying all Sub -Contractors.
33.5. Multi -tier subcontracting is not permitted. Contractor shall not authorize subcontractors to
further subcontract any portions of the Work.
33.6 The work performed by all subcontractors shall be no more than 10% of the total work for
this Contract.
Bid No. 11-12-002 Page 72
34. Separate Contracts:
34.1. City reserves the right to let other contracts in connection with this Work. Contractor shall
afford other persons reasonable opportunity for the execution of their work and shall
properly connect and coordinate this Work with theirs.
34.3. Contractor shall conduct its operations and take all reasonable steps to coordinate the
prosecution of the Work so as to create no interference or impact on the public or
businesses. Should such interference or impact occur, Contractor shall be liable for the
cost of such interference or impact.
35. Continuing the Work:
Contractor shall carry on the Work and adhere to the progress schedule during all disputes or
disagreements with City, including disputes or disagreements concerning a request for a Change
Order, a request for a change in the Contract Value or Contract Term. The Work shall not be
delayed or postponed pending resolution of any disputes or disagreements.
36. Changes in the Work or Terms of Contract Documents:
36.1. Without invalidating the Contract, City reserves and shall have the right, from time to time
to make such increases, decreases or other changes in the character or quantity of the
Work as may be considered necessary or desirable to complete fully and acceptably the
Work in a satisfactory manner. Any extra or additional work within the scope of this
Contract must be accomplished by means of appropriate Field Orders or Change Orders.
36.2. Any changes to the terms of the Contract Documents must be contained in a written
document, executed by the parties hereto, with the same formality and of equal dignity
prior to the initiation of any work reflecting such change. This section shall not prohibit the
issuance of Change Orders executed only by City as hereinafter provided.
37. Supplemental Instructions:
The Project Manager shall have the right to approve and issue Supplemental Instructions setting
forth written orders, instructions, or interpretations concerning the Contract Documents or its
performance, provided such Supplemental Instructions involve no change in the Contract Value
or the Contract Term.
38. Field Directives
The Project Manager may at times issue field directives to the Contractor based on visits to the
Project Site. Such Field Directives shall be issued in writing and the Contractor shall be required
to comply with the directive. Where the Contractor believes that the directive is outside the
Scope of the Work, the Contractor shall, within 48 hours, notify the Project Manager that the Work
is outside the Scope of the Work. At that time the Field Directive may be rescinded or the
Contractor may be required to submit as request for a change to the Contract. Where the
Contractor is notified of the City's position that the Work is within the scope and the Contractor
disagrees, the Contractor shall notify the Project Manager and the Contract Administrator that the
Contractor reserves the right to make a claim for the time and monies based on the Field
Directive. At no time shall the Contractor refuse to comply with the directive. Failure to comply
with the directive may result in a determination that the Contractor is in default of the Contract.
The contractor will take direction only from the Project Manager, Director of Public Works,
Assistant Director of Public Works or the City Manager. The contractor will not take direction
from elected officials or other City personnel.
Bid No. 11-12-002 Page 73
39. Change Orders:
39.1. Changes in the quantity or character of the Work within the scope of the Work which are
not properly the subject of Field Orders or Supplemental Instructions, including all
changes resulting in changes in the line item prices, Contract value, or the Contract
Term, shall be authorized only by Change Orders approved in advance and issued in
accordance with the provisions of the City.
39.2. All changes to construction contracts must be approved in advance in accordance with
the value of the Change Order or the calculated value of the time extension. All Change
Orders with a value of $25,000 or more shall be approved in advance by the City
Commission. All Change Orders with a value of less than S25,000 shall be approved in
advance by the City Manager or his designee.
39.3. In the event satisfactory adjustment cannot be reached for any item requiring a change in
the Contract Price or Contract Time, and a Change Order has not been issued, City
reserves the right at its sole option to either terminate the Contract as it applies to the
items in question and make such arrangements as may be deemed necessary to
complete the disputed work; or submit the matter in dispute as set forth in Article 15
hereof. During the pendency of the dispute, and upon receipt of a Change Order
approved by City, Contractor shall promptly proceed with the change in the Work
involved and advise the Project Manager and Contract Administrator in writing within
seven (7) calendar days of Contractor's agreement or disagreement with the method, if
any, provided in the Change Order for determining the proposed adjustment in the line
item pricing, Contract Value or Contract Term.
39.4. Under circumstances determined necessary by City, Change Orders may be issued
unilaterally by City.
40. Value of Change Order Work:
40.1. The value of any work covered by a Change Order or of any claim for an increase or
decrease in the Contract Value shall be determined in one of the following ways:
40.1.1. By mutual acceptance of an increase or decrease in line item price(s) which
Contractor and City acknowledge contains a component for overhead and
profit.
40.1.2. By mutual acceptance of a lump sum which Contractor and City acknowledge
contains a component for overhead and profit.
40.1.3. The addition of new line item prices.
41. No Damages for Delay:
No claim for damages or any claim, other than for an extension of time, shall be made or asserted
against City by reason of any delays except as provided herein. Contractor shall not be entitled
to an increase in the Contract Value or payment or compensation of any kind from City for direct,
indirect, consequential, impact or other costs, expenses or damages, including but not limited to
costs of acceleration or inefficiency, arising because of delay, disruption, interference or
hindrance from any cause whatsoever, whether such delay, disruption, interference or hindrance
be reasonable or unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable;
provided, however, that this provision shall not preclude recovery of damages by Contractor for
actual delays due solely to fraud, bad faith or active interference on the part of City.
42. Force Majeure
42.1 Should any failure to perform on the part of Contractor be due to a condition of force
majeure as that term is interpreted under Florida law, the City may allow an extension of
time reasonably commensurate with the cause of such failure to perform or cure.
42.2 If the Contractor is delayed in performing any obligation under this Contract due to a
force majeure condition, the Contractor shall request a revision of the schedule to the
Bid No. 11-12-002 Pale 74
City within two (2) working days of said force majeure occurrence. Any revision of the
schedule shall be subject to mutual agreement and shall not be cause for any claim by
the Contractor for extra compensation unless additional work is required. Does Not
Include inclement weather except as permitted by Florida law or the acts or omissions of
Sub -Contractors, etc.
43. No Interest
Any monies not paid by City when claimed to be due to Contractor under this Agreement,
including, but not limited to, any and all claims for contract damages of any type, shall not be
subject to interest including, but not limited to prejudgment interest. However, the provisions of
Section 218.74(4), Florida Statutes as such relates to the payment of interest, shall apply to valid
and proper invoices.
44. Material Safety Data Sheets and Product Data
44.1 Contractor shall submit four copies of the Material Safety Data Sheets (MSDS) and other
of product data for all materials to be used in the performance of the Work. Each copy
must be marked to identify applicable products, and other data. Contractor shall
supplement manufacturer's standard data to provide information unique to the Work.
44.2 Contractor shall submit only pertinent MSDS and product data information. Submittals
shall be marked to identify pertinent products, with references to the specifications and
the Contract Documents.
44.3 The City may reject materials to be used in the performance of the Work where the
MSDS and product data submitted result in the City determining that the materials do not
meet the requirements of the Contract
45. Stop Work Order
45.1. The City may, at any time, by written order to the Contractor, require the Contractor to
stop all, or any part, of the Work for a period of up to ninety (90) days (or any lesser
period), commencing no sooner than the date the order is delivered to the Contractor,
and for any further period to which the parties may agree. Any such order shall be
specifically identified as a "Stop Work Order" issued pursuant to this paragraph. Within
the period of ninety (90) days (or the lesser period specified) after a Stop Work Order is
delivered to the Contractor, or within any extension to which the parties have agreed the
City shall either:
43.1.1. Cancel the Stop Work Order; or
43.1.2. Terminate the Work covered by such order as provided in Article 20.3.
45.2. If a Stop Work Order issued under this Article is canceled or the period of the order or
any extension thereof expires, the Contractor shall resume the Work without
compensation
46. Cleaning Up; City's Right to Clean Up:
Contractor shall at all times keep the premises free from accumulation of waste materials or
rubbish caused by its operations. At the completion of the Work, Contractor shall remove all its
waste materials and rubbish from and about the Work Site(s) as well as its tools, equipment,
machinery and surplus materials. If Contractor fails to clean up during the prosecution of the
Work or at the completion of the Work, City may do so and the cost thereof shall be charged to
Contractor. If a dispute arises between Contractor and separate contractors as to their
responsibility for cleaning up, City may clean up and charge the cost thereof to the contractors
responsible therefore as the City shall determine to be just.
47. Nondiscrimination, Equal Employment Opportunity, and Americans with Disabilities Act:
Contractor shall not unlawfully discriminate against any person in its operations and activities or
in its use or expenditure of funds in fulfilling its obligations under this Agreement. Contractor shall
affirmatively comply with all applicable provisions of the Americans with Disabilities Act (ADA) in
Bid No. 11-12-002 Page 75
the course of providing any services funded by City, including Titles I and II of the ADA (regarding
nondiscrimination on the basis of disability), and all applicable regulations, guidelines, and
standards. in addition, Contractor shall take affirmative steps to ensure nondiscrimination in
employment against disabled persons.
Contractor's decisions regarding the delivery of services under this Agreement shall be made
without regard to or consideration of race, age, religion, color, gender, sexual orientation, national
origin, marital status, physical or mental disability, political affiliation, or any other factor which
cannot be lawfully used as a basis for service delivery.
48. Contingency Allowance
The City has established a Contingency Allowance for this Project, which shall be reflected in the
total contract sum. This allowance account is for use at the sole discretion of the City and shall
only be distributed through the issuance of a change order approved by the City. Contractor has
no entitlement to these funds as a result of the award of the Contract by the City.
49. Payment and Performance Bond
A 100% payment and performance bond is required for this project. Refer to Section 008000,
Article 4.
50. Davis Bacon Act
This project is not subject to the Davis Bacon Act.
51. Pricing and Payment
Bidders shall include in their bid all taxes, insurances, social security, workman's compensation,
and any other benefits normally paid by the bidder to its employees. No overtime will be
authorized by the City which exceeds the rates quoted in this solicitation or not authorized by the
City. Payments will be made monthly, in arrears, for services rendered the previous month, upon
submission of property certified invoices and/or approved inspection reports. All such information
shall be provided to the City Engineer for his/her approval in advance of payment. The contractor
shall pay his/her employees performing work under this contract not less than the federal
minimum wage in effect at the time of the contract.
52. Materials and Equipment
The bidder shall furnish, at his/her own expense, all equipment, materials or supplies, including
disposal fees, trash bags, oil, water, etc. necessary for completion of all the services specified in
this bid. The equipment shall include but not be limited to landscaping equipment, bucket trucks,
wood chipper, dump trucks, crane, etc. all as necessary to complete the work. The item price
must include the disposal of all debris and litter collected by the scope of this contract and no
additional compensation will be allowed. The contractor is not allowed to use the City's rights of
ways for storage of any material related to this contract.
53. Method of Award
This contract may be awarded to the two (2) lowest most responsive and responsible bidders for
all the Bid Items included in this contract, and whose bid conforms to the specifications and is
most advantageous to the City.
Award shall be based upon the pricing indicated on the Bid Form, pursuant to the Specifications.
The City may select two (2) bidders, with the lowest deemed the "primary vendor" and the next
lowest the "secondary vendor", in the order of overall lowest prices provided to the City. Should
the primary vendor not be able to provide the necessary service at the time needed or the
required work is beyond the ability or expertise of the primary vendor or the primary vendor fails
to perform as per Section 7 of the Public Works Construction Standards, the City has the option
to select the secondary vendor whom will be offered the work to complete in a timely manner.
Bid No. 11-12-002 Page 76
The City additionally reserves the option to obtain quotes from either of the awarded vendor(s) for
a specific project(s) prior to the provision of the same. Should the City determined the primary
vendor's quote too high or incomplete, the City has the right to obtain a quote from the secondary
vendor, in order to obtain the required service in the most expedient manner and at the lowest
possible.
54. Additions/Deletions of Services Required
Although this contract identifies specific terms and special conditions for work, it is hereby agreed
and understood that any other services may be added/deleted to/from this contract at the option
of the City or any government agency may utilize the same terms, conditions, and pricing by
approval from the bidder. The City of Miami will not be responsible for any agency outside the
City of Miami.
When an addition to the contract is required, the successful bidder under this contract shall be
invited to submit price quotes for any new service. If the quotes are comparable with market
prices offered for similar work as described in this contract, they shall be added to the contract
whichever is in the best interest of the City of Miami and an addendum and a separate purchase
order or change order shall be issued by the City.
55. Estimated Quantifies
Engineering estimated quantities or estimated dollar value are provided for bidder's guidance
only. No guarantee is expressed or implied as to quantities that will be purchased during the
contract period. The City is not obligated to place an order for any given amount subsequent to
the award of this bid. Said engineering estimate may be used by the City for purposes of
determining the low bidder meeting specifications. The City reserves the right to acquire
additional quantities at the prices bid or at lower prices.
56. Emergency / Disaster Performance
In the event of a hurricane or other emergency or disaster situation, the successful bidder(s) shall
provide the City with the commodities/services defined within the scope of work for this bid at the
price contained within his/her bid amount. Further, the successful bidder shall deliver/perform for
the City on a priority basis during such times of emergency.
57. Contract Hierarchy
All of the documents incorporated by the Contract Documents shall govern this Project. Where
there is a conflict between any provision set forth within the Contract Documents and a more
stringent state or federal provision which is applicable to the Contract Documents exists, the more
stringent provision shall prevail. The order of hierarchy within the Contract Documents shall be
the Contract, Scope of Work, Supplemental Conditions, General Conditions, and last shall be the
Instructions to Bidders.
58. Third Party Beneficiaries
Neither Contractor nor the City intends to directly or substantially benefit a third party by this
Contract. Therefore, the parties agree that there are no third party beneficiaries to this Contract
and that no third party shall be entitled to assert a claim against either of them based upon this
Contract. The parties expressly acknowledge that it is not their intent to create any rights or
obligations in any third person or entity under this Contract.
59. Warranty, Fitness for Purpose
The contractor warrants the materials supplied and the work performed under this contract
conform to warranty materials provided and work performed for one (1) year from date of
completion.
In addition to all other warranties that may be supplied by the bidder, the bidder shall warrant its
products and/or service against faulty labor and/or defective material for a minimum period of
one (1) year after the date of acceptance of the labor, materials and/or equipment by the City.
This warranty requirement shall remain in force for the full one (1) year period; regardless of
Bid No. 11-12-002 Pane 77
whether the contractor is under contract with the City at the time of any defect. Any payment by
the City on behalf of the goods or services received from the contractor does not constitute a
waiver of these warranty provisions.
The contractor shall be responsible for promptly correcting any deficiency, at no cost to the City,
within five (5) calendar days after the City notifies the contractor of such defciency in writing. If
the contractor fails to honor the warranty and/or fails to correct or replace the defective work or
items within the period specified, the City may, at its discretion, notify the contractor, in writing,
that the bidder may be debarred as a City bidder/proposer and/or subject to contractual default if
the corrections or replacements are not completed to the satisfaction of the City within ten (10)
calendar days of receipt of the notice. If the contractor fails to satisfy the warranty within the
period specified in the notice, the City may (a) place the contractor in defaults of its contract,
and/or (b) procure the products or services from another contractor 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.
Bid No. 11-12-002 Page 78
01000 SUPPLEMENTAL CONDITIONS
01001 SCOPE OF WORK
The purpose of this Contract is to provide the City of Miami with a Contractor to clean out the
City's outfall infrastructure, which consists of pipes, arches and culvert boxes attached to storm
sewer catch basins, manholes, drainage wells, box structures, auger hole structures, cover
ditches, French drains, open joint pipe systems and cross pipes within the City. The work to be
performed consist of furnishing labor and cleaning equipment for cleaning, flushing and
vacuuming the outfall pipes and any attached storm facilities and restoring them to original
capacity as directed by the Engineer. In addition, there will be television inspection, if necessary,
to assess the storm sewer infrastructure conditions. All cleaning and inspection of the existing
outfall infrastructure must be documented using GIS and with a GIS compatible software to be
provided to the city before final invoice. Please contact Regina Nagger, GIS Coordinator at (305)
416-1749 for additional information.
The project consists of the removing, hauling and disposing of the debris and materials deposited
in the outfall pipes and adjacent catch basins, inlets, manholes and adjacent pipes and all
drainage system citywide including permit costs. The cleaning will stop at the ending structure.
Proper disposal, testing and hauling of removed material will be the responsibility of the selected
contractor. No additional payments by the City will be allowed for disposal fees. The debris will be
disposed at the nearest Miami -Dade landfill facility after all required environmental testing of the
material are performed.
The selected contractor shall be responsible for his own water to perform the cleaning as
necessary. Contractor is responsible for taking pictures before and after the cleaning of each
structure. These photos may be provided to the City at the request of the City Engineer on a CD
or on paper. The photos may be part of the monthly invoice submitted for payment.
There will be a specific location where the vector trucks will be allowed to decant in the City of
Miami. This storm sewer system will be thoroughly cleaned once the contractor finishes with the
designated area. All work must be coordinated with the City Engineer.
01002 LOCATION
The project is located citywide. See Division 5 for a City of Miami location map.
The purpose of this Contract is to provide the City of Miami with a Contractor to clean out the
City's storm sewer outfall infrastructure, which consists of outfall pipes from 4" to 108" inside
diameter with a control structure. The control structure can be: a catch basin, a manhole or a box
structure with outfall pipes discharging storm water into the water bodies of: Biscayne Bay, Glide
Angle Lake, Comfort Canal, Lawrence Waterway, Miami River, South Fork of the Miami
River, Seybold Canal, Tamiami Canal, Wagner Creek and Little River.
All outfall pipes within the City of Miami will be cleaned under this contract. NOTE: Priority is
given to the City of Miami maintained outfalls.
01003 TRAFFIC CONTROL
Traffic will be controlled by the Traffic Section of the City of Miami Department of Police, and
Department of Public Works during construction. Traffic shall be maintained at all times where
directed by the City Engineer. A traffic permit from the Department of Police will be required.
Bid No. 11-12-002 Page 79
Sufficient lights, barricades and traffic signs shall be provided, placed and maintained by the
contractor at all times in order to properly safeguard traffic and the public. Traffic shall be
maintained at all times, where directed by the City Engineer. In the event that any street must be
closed to traffic or detoured, it shall be closed or detoured only after approval of the Department
of Police and the Department of Public Works of the City of Miami, and after notifying the City of
Miami Fire Department.
The following additional requirements will also be enforced:
All traffic control devices used on local street construction shall conform to the standards and
specifications of Metro Traffic Division.
Steel plates or bridging capable of supporting H-20 loading and temporary asphalt pavement
shall be used where necessary to comply with these requirements.
All cost for traffic control, shall be included in other parts of the work.
01004 DESCRIPTION OF PROPOSAL
The proposal has been broken up into various bid items for convenience in evaluating bids, and
administering the contract. The price quoted for each lump sum and unit price item shall include
all costs for labor, materials, and equipment necessary to construct the improvements in
accordance with the specifications. Items of work not specifically mentioned but necessary to
create a finished and complete work product shall be assumed to be a part of one or more
Proposal Items and shall be furnished at no extra cost to the City.
The price bid for each individual proposal item shall include all costs for materials, 'equipment and
labor to perform the work meeting code requirements and accepted standards of good
workmanship and including permit costs, water, environmental testing, Miami -Dade County
dumping fee and police department permit.
BASE BID is the sum of Proposal Items 1 through 23 for a one year period.
TOTAL BID is twice the Base Bid price for a two year period.
01005 DESCRIPTION OF BID ITEMS
Bid Items 1 through 8 are unit price bid items for the cleaning (desilting) of outfall pipes of 4"
diameter to more than 108" diameter including permit.
Item 9 and 10 are unit price bid items for the cleaning (desilting) of outfall arches, size vary.
Item 11 through 18 are unit prices for the cleaning (desilting) of outfall boxes, size vary.
Item 19 and 20 are unit prices for the cleaning (desilting) of the adjacent structure and storm
sewer system. This work must be coordinated with the City Inspector.
Item 21 is for a linear foot cost for televising the interior of the outfall (pipes, arches, boxes, etc.),
if necessary.
Item 22 is for a complete supply of the GIS data collected for each storm sewer system cleaned
and inspected by contractor and must be compatible with the Department's GIS database.
Item 23 is for Special Provisions. Please refer to Section 00800,
01006 EQUIPMENT
Bid No. 11-12-002 Page 80
(A) HYDRAULIC CLEANING AND WET VACUUM
Hydraulic cleaning and wet vacuum, single unit vehicles or one self-contained vehicle having a
Multi -Flow system capable of providing 45 to 80 GPM at a minimum of V2,000 p.s.i. jet pressure
with 500 ft. hose (1"), having adequate vacuum power to clean inlets , a 5 cubic yard (minimum)
dump bin and a 1,000 gallon (minimum) water tank, will be required unless otherwise approved or
directed by the City Engineer.
All equipment shall be kept in good operating condition and shall be maintained to properly
perform the work.
Contractor may provide two (2) crews per Grid. This work must be coordinated with the City
Inspector.
(B) OPERATIONS
Hydraulic cleaning and vacuum removal shall be performed under one of the following types:
a) Inlet Cleaning and storm sewer cleaning (desilting)
This stands for cleaning of the entire inlet whether it be a curb inlet, catch basin, manhole, auger
hole, box structure, etc. and cleaning all pipes, French drains, cover ditches, open joint systems,
etc. Contractor is responsible for taking pictures before and after the cleaning of each structure.
These photos may be provided to the City at the request of the City Engineer on a CD or on
paper. The photos may be part of the monthly invoice submitted for payment.
There will be a specific location where the vector trucks will be allowed to decant in the City of
Miami. This storm sewer system will be thoroughly cleaned once the contractor finishes with the
designated area. All work must be coordinated with the City Engineer.
b) Televising
This stands for the video inspection of the inside of the pipes, if necessary. Any request for
televising shall be approved by the City Engineer. A compact disk shall be submitted with the
results of the investigation per location.
c) GIS Data Collection
This stands for data collection of the storm sewer system cleaned and inspected by the selected
contractor. The GIS data must be compatible with the City's GIS and must be provided prior to
each invoice. Any questions related to the GIS database, please contact Mr. Regina Nagger at
(305) 416-1749.
An acceptable GIS database consist of inlet number per City of Miami database, manhole
number per City of Miami database, cross pipe diameter from manhole to inlet, French drain with
diameter form manhole to manhole, etc. with latitude and longitude, with date of inspection, and
report of any hazardous materials found, if any. The city will provide the original GIS data layer
from which the contractor must update once each storm sewer structure and pipe is cleaned.
And, there may be additional structures to be added to the city's layer. It is the responsibility of
the contractor GIS coordinator to update the layer and present it to the city for final approval.
(C) CREWS
The contractor shall provide a minimum of two (2) crews at all times. Each complete crew shall
Bid No. 11-12-002 Page 81
consist of a minimum of a driver and helper or operator with the necessary vacuum trucks,
manpower, materials, GIS equipment for data recording and other support needed for the work.
If the contractor fails to begin the work under the contract within the time specified in the "Notice
to Proceed, or fails to perform the work with sufficient workmen and equipment .or with sufficient
material to assure the prompt completion of the work assigned, or discontinues the prosecution of
the work, or fails to resume work which has been discontinued within a reasonable time after
notice to do so, or becomes insolvent or is declared bankrupt, or files for reorganization under the
bankruptcy or insolvency code, or for any other cause whatsoever, fails to carry on the work in an
acceptable manner, of if the surety executing the bond, becomes unsatisfactory in the opinion of
the City, the Engineer will give notice in writing to the Contractor and his surety of such delay,
neglect or default. Continuous failure by the contractor to complete work orders in a timely
fashion may result in the City not issuing further work orders and or cancellation of this contract.
The lack of equipment or unsuitability of said equipment shall not be an acceptable reason for
falling behind schedule.
01007 REVISIONS TO GENERAL CONDITIONS
(A) 7-10 INSURANCE
The Bidder is alerted to the fact that All -Risk Builder Risk Insurance will not be required on this
job.
(B) 7-14 SIGNS
Delete description of a sign as stated in this paragraph and provide one construction sign in
accordance with Sketch Misc. 35-89-5-R bound in Division 5 of these Specifications, at each
location where construction is in progress.
(C) 8-1 FIELD OFFICE
A field office will not be required.
(D) FAILURE TO COMPLETE WORK ON TIME
Add the following to Section 6-9:
If the Contractor's performance of this Contract is delayed by acts of the owner or other
subcontractors, suppliers and contractors, materialmen, architects and/or engineers, the
Contractor may request an extension of time from the owner in writing within twenty days of the
event by which the delay occurred, but the Contractor shall not be entitled to an increase in the
Contract price or claims or damages because of the delay or because of any acceleration in its
work.
(E) 9-5 PARTIAL AND FINAL PAYMENTS
The Contractor shall supply to the Engineer, no later than the date of the Pre -Construction
Meeting, or ten (10) days before the start of construction, whichever is later, a complete list of all
subcontractors to be used on the project. Authorization to deviate from this list shall be
requested and secured from the Engineer in writing
before any substitutions are allowed. - All pay requests, except the first draw, shall be
accompanied by duly executed affidavits or releases of claim, as stated in this section, from all
subcontractors who appear in the above list. In the event no subcontractors perform work during
Bid No. 11-12-002 Page 82
a specific period covered by a monthly pay request, said pay request shall be accompanied by an
affidavit certifying same. Failure of Contractor to obtain final releases of lien within six (6) months
of substantial completion (said date of substantial completion to be determined by the Architect
of Record and/or the Engineer) will entitle the City to deposit any retained funds in an escrow
account for the Contractor's benefit The Contractor shall not be entitled to any interest on said
retained funds and agrees to waive any claims for prejudgment and/or postjudgment interest.
Additionally, the City will be entitled to charge reasonable administrative expenses for the
administration of said escrow account, said expenses to be deducted from the escrow fund. After
the expiration of six (6) months from the date said funds are deposited in an escrow account, if
the Contractor has still failed to obtain final releases of lien, any retained sums shall be forfeited
by the Contractor and said sums shall become the property of the City for its sole use.
(F) 6-9a NO DAMAGES FOR DELAY
No payment, compensation, increase in contract price or adjustment of any kind (other than the
extension of time provided for) shall be made to the Contractor for damages because of
hindrances, disruptions or delays from any cause whatsoever in the progress of the work,
including, but not limited to, hindrances, disruptions or delays caused by acts of the owner, other
contractors, subcontractors, suppliers, materialmen, architects and/or Engineers whether such
hindrances, disruptions or delays be avoidable or unavoidable. The Contractor agrees that he will
make no claim for compensation, damages or mitigation of liquidated damages for any such
delays, or acceleration in the work, and will accept in full satisfaction for such delays, disruptions,
hindrances or acceleration in the work said extension of time.
01008 ADDITIONS AND REVISIONS TO INSTRUCTION TO BIDDERS
(A) PAYMENT ITEMS: Any work not specifically mentioned in the payment Items listed in the
Proposal, but indicated on the Plans and/or Specifications, shall be considered as incidental to
one or more of the payment Items, and no claim for additional compensation will be allowed.
The Bidder shall not add to the listed Items nor combine any of the Items.
01009 PROVISIONS FOR SPECIAL ITEMS
To provide a fund for contingent work described below, the Contractor shall include in his
Proposal under Item No. 23 "Provisions for Special Items", the Cash Allowance Sum of Ten
Thousand Dollars (S10,000.00). This fund shall be used to pay for the following when not
provided for on the Plans, in the Specifications, or in another Item of the Proposal:
(A) The necessary adjustments or relocation of Miami -Dade Water and Sewer Authority
water mains, which may or may not appear on the Plans or in the Specifications. Note
that the cost for water mains adjustments are limited to the amount invoiced by Miami -
Dade Water and Sewer Authority.
(B) The adjustment, removal, or reconstruction of any City -owned structures, not shown on
the Plans nor specifically mentioned in the Specifications.
(C) Uniformed Police.
(D) Other unforeseen surface or underground adjustments or additional work not included on
the Plans nor in the Specifications.
The amount of such construction adjustments, services and/or work, are rough estimates only
and shall be done only as directed by the City Engineer, who shall approve all charges which will
be paid for from the funds set forth for Provisions for Special Items. All construction adjustments,
and/or extra work that is done by the Contractor without previous written approval by the
Engineer, shall be considered incidental to the job and the City will not be liable for extra
Bid No. 11-12-002 Page 83
compensation. Any portion of said Allowance remaining after all authorized payments have been
made, will be withheld from Contract payments.
01010 DESCRIPTION OF PLANS
There are no construction plans for this contract. The inspector will provide contractor a location
map with the storm sewer system to be clean.
01011 WATER FURNISHED BY THE CONTRACTOR
The water necessary to pressure clean the storm sewer system shall be obtained by the
Contractor at his/her expense.
01012 STAGING AND EQUIPMENT STORAGE FURNISHED BY THE CONTRACTOR
The staging areas and equipment storage areas for the transfer of sediments shall be obtained by
the Contractor at his/her expense.
There will be a specific location where the vactor trucks will be allowed to decant in the City of
Miami. This storm sewer system will be thoroughly cleaned once the contractor finishes with the
designated area. All work must be coordinated with the City Engineer.
Bid No. 11-12-002 Page 84
Revised by: E. Estevez, PE on 4-25-2011
PART 1 GENERAL
1.01 DESCRIPTION
Section 02761
PIPELINE CLEANING
A. Work included: Contractor shall furnish all necessary materials, labor, equipment and services
required for cleaning the specified outfall pipe, arch or culvert and adjacent structures and pipe
lines as indicated on the GIS drawings submitted by the City of Miami, or as authorized by the
Engineer.
B. Intent: The intent of outfall and pipeline cleaning is to remove foreign materials from the lines so
to permit internal inspections by closed-circuit television.
C. Definition: The term "CLEAN' as used in these Specifications shall mean the adequate removal
of sand, dirt, roots, grease and other solid or semi -solid materials form the outfall and adjacent
storm sewer pipeline system.
D. Related Work:
• Documents affecting work of this Section include, but are not necessarily limited to,
General Condition, Supplementary Conditions, and sections in Division 1 of these
Specifications.
• GIS Data collected must be compatible with the City of Miami Public Works Department.
• Contractor is responsible for taking pictures before and after the cleaning of each
structure. These photos may be provided to the City at the request of the City Engineer
on a CD or on paper. The photos may be part of the monthly invoice submitted for
payment.
• There will be a specific location where the vector trucks will be allowed to decant in the
City of Miami. This storm sewer system will be thoroughly cleaned once the contractor
finishes with the designated area. All work must be coordinated with the City Engineer.
1.02 QUALITY ASSURANCE
A. Acceptance of outfall and pipeline cleaning shall be made upon the successful completion of the
television inspection and shall be to the satisfaction of the Engineer. If TV inspection shows
cleaning to be unsatisfactory, the Contractor shall be required to re -clean and re -inspect the
pipeline until the cleaning is shown satisfactory.
B. In areas where television inspection is not performed, the Engineer may required the Contractor
to pull a double squeegee pig (with each pig the same diameter as the pipeline) through each
manhole section as evidence of adequate cleaning.
1.03 SUBMITTALS
A. Submit to the Engineer a work schedule indicating when outfall and adjacent pipelines will be
cleaned and what work on those particular liens will be performed immediately after cleaning of
the outfall lines.
1.04.PRODUCT HANDLING
A. All chemicals to be used in the cleaning of the outfall pipelines shall be securely stored to insure
that there is no leakage of chemicals.
Bid No. 11-12-002 Page 85
02761-1
PART 3 EXECUTION — OUTFALL PIPE AND INLET CLEANING
3.01 CLEANING PRECAUTIONS
A. The Contractor shall take satisfactory precautions during the cleaning operation when cleaning
equipment is used to avoid damage to the outfall pipes, adjacent manholes and inlet structures,
and to other public and private property.
B. When hydraulically propelled cleaning tools or tools which retard the flow in the pipeline are
used, precautions shall be taken to insure that the water pressure created does not damage or
cause flooding of public or private property.
C. Whenever possible the normal flow in the pipeline shall be utilized to provide the necessary
pressure for hydraulic cleaning devices.
D. When addition water from the fire hydrants is necessary, the water shall be conserved and not
used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served by the
hydrant. Connections to the hydrants shall be equipped with a portable meter and backflow
preventer obtained at the Miami -Dade Water and Sewer Department.
E. Contractor is responsible for obtaining his own water, portable meter and backflow preventer.
F. Decanting of the vector water may be allowed at a specified location selected by the City
Engineer.
3.02 OUTFALL PIPELINE CLEANING
A. Selection of equipment and methods from Part 2, shall be based on the conditions for the lines
at the time the work commences. The Engineer shall have the right to reject the proposed
method used if he feels the method, or equipment, will not produce satisfactory results, or will
damage the pipelines.
B. The Contractor shall provide for the pumping down of any surcharged manhole section and
provide all by-pass pumping, if required, during the preparatory cleaning and/or repair
operation.
C. Cleaning immediately prior to internal inspection or repairs is recommended to preclude the
built-up of debris from infiltration/inflow sources and upstream manhole sections. Should the
television inspection reveal that the pipeline is not clean; the cleaning operations shall be
repeated. This additional cleaning shall be done at the expense of the Contractor at no
additional cost to the City.
D. Cleaning shall include the trapping and removal of all sediments and residual wastes from
successive manholes as the cleaning progresses. When hydraulic cleaning equipment is
used, a suitable weir or dam shall be installed in the downstream manhole in such manner that
the solids and water are trapped. Passing material from manhole section to manhole section,
which could cause line stoppages, accumulations of sand in wet wells or damage to pumping
equipment, shall not be permitted.
E. Removal of debris from the pipeline to be cleaned shall be conducted in such a manner that no
residue will be left on the adjacent ground or street surfaces. Transporting of debris to the
disposal site shall be accomplished using vehicles, which do not discharge any debris en
route. All material removed during cleaning operations shall be disposed of at an approved
site. The Contractor shall provide to the Engineer a receipt of delivery to the disposal site for
each load .of debris removed from the work area. All material shall be removed from the site no
less often than at the end of each workday. Under NO circumstances will the Contractor be
allowed to accumulate debris, etc. on the site of work beyond the stated time. Debris cleaned
from the lines shall be removed from the lowest outlet.
Bid No. 11-12-002 Page 86
F. For each location where cleaning is performed, a cleaning report shall be completed which
shall contain the following information:
1. Location, size, material and condition of the reach.
2. Length and diameter of outfall pipeline cleaned.
3. Estimated amount and types of debris and sediment removed.
4. Indicate of grease build-up, root growth, etc.
5. Method(s) and equipment employed, and man-hours required for cleaning.
6. Duration of time expired between cleaning of pipelines and performance of internal
inspection.
7. Take photos of before and after cleaning for each structure.
NOTE: Contractor to provide proof of disposal by submitting a copy of the ticket issued at
the Miami -Dade transfer facility with each monthly invoice.
G. For the adjacent storm sewer system, 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. If, again, successful cleaning cannot be performed or the equipment fails to
traverse the entire manhole section, it will be assumed that a line blockage exists and the
Engineer must be notified immediately. Notification shall indicate extent cleaned and
approximate distance to the blockage.
3.03 ROOT REMOVAL
A. Roots shall be removed in the pipelines where root intrusion is a problem. Special attention
should be used during the cleaning operations to assure almost complete removal of roots
from joints.
B. Any roots, which could prevent the seating of a packer or could prevent the proper application
of chemical sealants, shall be removed.
C. Methods used for removal may include, the use of mechanical equipment such as rodding
machines, bucket machines and winches using root cutters and porcupines, and high -velocity
jet cleaners.
D. Chemical root treatment through the uses of an approved herbicide may be used at the option
of the Contractor. The application of the herbicide to the roots shall be done in strict
accordance with the manufacturer's recommendations and specifications in such a manner
as to preclude damage to surrounding vegetation. Any damaged vegetation so designated by
the Engineer shall be replaced by the Contractor at no additional cost to the Owner. All safety
precautions as recommended by the manufacturer shall be adhered to concerning handling
and application of the herbicide.
3.04 POWER AND FEES
A. The contractor shall furnish all electrical, diesel or hydraulic power required for his cleaning
operations.
B. The contractor shall pay for the water needed to clean the storm sewer system. Contact
Miami -Dade Water and Sewer for renting a floatable meter.
C._ The contractor is responsible for hauling the debris to the nearest Miami -Dade Trash
Collection Facility.
D. The contractor is responsible for paying the dumping fee for disposal of the debris removed
from the city's storm sewer system at the Miami -Dade Trash Collection Facility.
Bid No. 11-12-002 Page 87
E. The contractor is responsible for testing the material/debris prior to dumping it at the Miami -
Dade County Trash Collection Facility. A copy of each of the dumping fee tickets must be
provided with each of the monthly invoices.
3.05 DRAINAGE SYSTEM CLEANING AND INSPECTION
3.05. 1 Description:
The work specified in this section consist of the mechanical removal of materials such as but not
limited to sand, soil, silt, leaves, Styrofoam, paper, glass, plastic bottles, cans, tire pieces, wood
pieces, rocks, gravel, tree branches, and other such materials from the Department's drainage
systems with truck mounted sewer vacuum units. The work also consists of TV camera
inspections of the drainage systems with vehicles equipped with VHS video/audio camera format
units. Hand labor may be required in areas inaccessible to mechanical equipment to perform the
specified work. The Department's drainage system is composed of outfall (pipes, arches and
boxes), inlets, manholes, junction boxes, French drains, and cress, side and lateral drain pipes,
piped outfall structures and other drainage structures. The work also requires to update the city's
GIS layer for each of the structures and storm sewer system cleaned by the Contractor.
3.05.2 Drainage System Cleaning:
The Engineer reserves the right to assign the work on an as needed basis. All the cleaning work
for the attached system must be approved by the City Inspector prior to cleaning. The City
Inspector will indicate which 'structure will be considered the ending structure for the outfall
system. There will be no payment for those structures not approved for cleaning by the City
Inspector.
3.05.2.1 Routine Cleaning:
A. Routine cleaning work shall consist of work scheduled monthly by the Engineer to maintain
the existing level of performance of the outfall and drainage system and to extend the
systems service life.
B. The mechanical storm drainage cleaning operating shall be done in such manner so not to
damage the outfal! and drainage structures, inlet grates, manhole covers, pipes, pipe joints,
or the surrounding areas.
C. The Contractor shall temporarily remove the outfall and drainage structure grate or cover if
necessary and remove by mechanicals means all materials that obstruct either the structure
opening, interior structure pipe openings or pipes.
D. The Contractor shall temporarily plug (balloon) structure pipes to accomplish the outfall
cleaning work.
E. When water is present in the outfall and drainage structure the Contractor shall remove or
dewater the structure and proceed with cleaning.
F. When water is present outside the outfall structure to be cleaned and in its surroundings, the
Contractor shall use a hydraulic pump (s) to remove the excess water.
3.05.2.2 Non -routine Cleaning:
A. Non -Routine cleaning work shall consist of work that must begin immediately to restore
access to roadways and walkways for vehicular and pedestrian traffic. Written permission
from the City Engineer must be obtain prior to performing any non -routine cleaning.
B. The Contractor shall respond to a Non -Routine work assignment within four (4) hours of
notification from the Engineer.
3.05.2.3 Material Disposal:
All material removed during the cleaning work shall be disposed by the Contractor in a Class I
Sanitary Landfill in accordance with all County, State, and Federal Rules and Regulations. With each
submittal the Contractor shall provide the landfill receipts where the Contractor disposed all of the
materials. Copies of the landfill receipts will be given to the Engineer at the time of invoice to log the
Bid No. 11-12-002 Page 88
amount of debris removed from the City's storm sewer system. The cost of the ticket will be the
responsibility of the contractor. This cost shall be included in the bid proposal items and no additional
compensation will be allowed.
3.05.2.4 Drainage Stricture Location Log:
The Contractor shall prepare a log that contains a listing of all the drainage structures and associated
pipes cleaned, the types of debris removed and the location of the drainage structures to the nearest
street intersection. The log shall be submitted to the Engineer within a week of completing the work.
3.05.2.5 Outfall / Drainage System Video Camera Inspection:
The Engineer reserves the right to assign the work on an as needed basis. All the inspection work
shall be issued through Work Documents.
A. Video Camera Inspection: The Contractor shall temporarily plug (balloon) outfall structure pipes if
necessary to accomplish the Video Camera Inspection work. In areas where the surroundings of
the drainage structures to be Video Camera inspected are under water, the Contractor shall use a
hydraulic pump(s) to remove the excess water.
B. The Video inspection shall include a narrative stating the location of the outfall structure to the
nearest street intersection and explanation of deficiencies such as joint leaks, cracked pipes,
failed patches of pick-up holes, or stained pipe. The location of the deficiencies in the outfall pipes
shall be noted in linear foot (to the nearest 0.001 ft), measured from the interior wall of the
structure to the deficiency.
C. The Video shall provide camera close up views of the entire outfall pipe walls, leaks, pick up
holes and joints through the panning and revolution capability of the camera head.
D. The camera operator shall Video the entire perimeter of joints to record any deficiencies. All
deficiencies shall be recorded in a clear and visible manner so that when the tape is viewed by
City Inspector will note if the deficiencies are clear and visible and proper analysis can be made
to correct the system deficiencies.
E. The Video tape shall be submitted to the City Inspector with the written reports.
3.05.2.6 Video Inspections Written Reports:
The Contractor shall prepare a written report listing the location and all the deficiencies found in
the outfall and drainage structure and pipes inspected. The report shall also note the locations of
the deficiencies, measured in linear foot (to the nearest 0.001 ft) from the interior of the wall
structure to the deficiencies. This report shall be submitted to the City Inspector within one week
of the performed inspection.
3.06 Quality
The Engineer shall consider the outfall and drainage structure cleaning work completed and
accepted when the structure is 100% free of all materials mentioned above.
The Engineer shall consider the outfall pipe cleaning work completed and accepted when the full
cross-section of all structure pipes are 100% free of all materials mentioned above.
Structures or pipes determined unsatisfactory by the Engineer shall be re -cleaned to the
satisfaction of the Engineer within the time specified, at no additional cost to the City. The only
substance that may be removed and placed back into the outfall, drainage structure and
pipes is the standing water removed during the dewatering process as longs as the
standing water is under 29 N.T.U.
3.07 Work Hours
The cleaning operation of the outfall and drainage system shall be performed Monday through
Friday between "Off Peak" hours or between the hours of 9:30 a.m. and 3:30 p.m. Weekend work
may be permitted by the City. The City reserves the right to change the Contractor's work hours
at its discretion if it determines that established work hours are causing traffic congestions. The
City of Miami maintained outfall pipes take precedence over County and State outfalls.
Bid No. 11-12-002 Page 89
3.08 Equipment
The contractor shall furnish equipment of a type and quantity to perform the work satisfactorily
within the time specified. The truck mounted vacuum used to perform the work described in this
section shall be as a minimum to be equipped with a telescopic boom and vacuum tube and a
two stage vacuum compressor and Lave a storage capacity of at least five (5) cubic yards.
Equivalent equipment may be substituted at the discretion of the Engineer. The Contractor shall
at times provide Truck Mounted Attenuators rated for 60 mph design speeds with the drainage
system cleaning operation and when necessary with the video camera inspection. The Truck
Mounted Attenuator shall be equipped with a high sensitivity color camera and a standard format
VHS color cassette tape video unit or CD recorder. The camera lens shall be capable of panning
360 degrees.
3.09 Safety
Maintenance of traffic shall be in accordance with Public Works Standards. All the storm sewer
drainage system cleaning work shall be accomplish with the truck vacuum unit facing in the same
direction as the traffic. All lane closures shall have the prior approval of the Engineer. The
foregoing requirements are to be considered as minimum and the Contractor's compliance shall
in no way relieve the Contractor of final responsibility for providing adequate traffic control
devices for the protection of the public and employees throughout the work areas.
3.10 Cleaning of Adjacent Manholes and Inlets:
A. Cleaning of adjacent manholes and inlets shall be accomplished by the use of a jet/vacuuming
system or pumping system capable of removing water and debris into a collection bin. The water
and debris collected shall be removed and disposed of in areas provided by the Contractor in
accordance with federal, state, and local laws and regulations.
B. The Contract unit prices for Items 20 and 21 are for cleaning the adjacent manholes and inlets
shall include all labor, equipment, materials and incidentals necessary for cleaning manholes and
inlets, temporary removal of grates and covers, any temporary pipe plugs necessary to complete
the work, and disposal of all water and debris removed.
C. A photo of before and after cleaning is required for each structure.
3.11 Desilting Outfall Pipes, Arches and Box culverts:
A. Desilting consist of removal and disposal of silt, debris, vegetation, soil, rock or any type of
blockage inside an outfall pipe, arch or box culvert to provide maximum drainage capacity.
B. Clean the outfall pipe, arch or box culvert by removing all of the silt and debris so that the
drainage capacity is 100% of the original design capacity of the pipe or box culvert. Perform
desilting operations in a manner not to damage the outfall pipe, arch, box culvert or surrounding
area.
C. Meet the requirements of Federal, State and Local environmental standards and laws when
performing all activities.
D. Meet the requirements of Public Works Bulletin 25 and 26.
E. When water is present, de -water the outfall pipe, arch or box culvert to facilitate cleaning and
inspection. Access to the outfall pipe, arch or box culvert may require temporary removal of
fence, signs, guardrail, grates or manhole covers.
F. Replace according to City standards at the completion of the desilting operation or each day, as
appropriate for safety.
G. Identify and report to the Engineer necessary repairs to the pipes or box culverts exposed during
the desilting operation.
H. Dispose of all silt and debris removed in the desilting operations in areas meeting Federal, State
and Local rules and regulations.
I. Repair or replace damage to turf, pavement signs or structures, etc, caused by the Contractor to
the satisfaction of the Engineer at no additional cost to the Department. Complete repairs prior to
Bid No. 11-12-002 Page 90
submission of the invoice for work accomplished. Grade and sod if any disturbed areas caused
by the desilting operation shall be replaced by the contractor at no additional cost to the city.
J. Maintain de -watering after completion of the desilting operations to allow for inspection.
K. Re -cleaned structures determined to be unacceptable by the Engineer within the time specified at
no additional cost to the city.
L. The quantities for payment to desilt an outfall pipe will be the length in linear feet of pipe desilted
and accepted.
M. The quantities for payment to desilt an arch or a box culvert will be the volume in cubic yard of
material removed from the outfall.
3.12 GIS Data collection
Collect latitude and longitude for each structure cleaned.
The contractor shall submit the GIS data in coordinates that are readable and compatible with the
Public Works Department. For additional information on data collection please contact Regina
Nagger at (305) 416- 1749.
3.13 Basis of Payment
A. Price and payment will be full compensation for furnishing all equipment, tools, labor, disposal of
silt and debris, de -watering, erosion and water pollution control, clean up and all incidentals
necessary for the satisfactory performance of the work.
B. Payment will be made under the items specified in the Bid Price Proposal.
C. A copy of the dumping fee ticket issued by Miami Dade County Transfer Facility must be provided
with each monthly invoice.
D. A complete monthly report is required indication the work accomplished by the contractor and
must include pictures, ID, tonnage of material removed and all the information required and
discuss at the pre -construction meeting.
Bid No. 11-12-002 Page 91
• 2.73- Addition al,yr ovisions Page 1 of
MAINTENANCE NCE SPECIAL PROVISIONS
The following ivlantanance Special Provisions apply to this Contact:
SECTION ME425-73.. •
DRAINAGE SYSTEM CLEANING & INSPECTION
jequipped with VHS video/audio camera format units..
Hasid labor may be required in areas inaccessible to mechanical equipment to perform the
specified work. - • The Department's drainage system is composed of inlets, manholes, junction boxes, Drench
drains, and cross, side and lateral drain pipes, piped out all structures and other drainage structures.
K,425-73-1. Description.
.The work specified in this Section cor_sists ofti7e mechanical removal of materials such as
but not liraited to sand, soil, silt, leaves, paper, glass, cans; tire pieces, wood pieces, rocks, gravel,
tee branches, and ot!1eI such materials from the Department's drainage systelas it_'1 thick mounted
sewer vacuum units.
The work also consists of TV camera inspections of the drainage systems with vehicles.
3'IE425-73-2 Drainage System Cleaning.
• The Engineer reserves the right to assign the work on an as needed basis. A?1 the cleanin.
work shall be issued though Work Documents.
ME425-73-2.1 Routine Clean Lag: Routine cleaning work shall consist of work scheduled
monthly by the Engineer to aintatn the existing level of pei onnance o= the drainage.systems and to
extend -the systems service life.
The mechanical store drainage cleaning operation shall be done in such a manner so not to
damage the drainage structures, inlet grates, manhole covers, pipes, pipe joints, or the surrounding
areas.
The Contractor shall temporarily remove the drainage structure grate or cover if necessary
and remove by mechanical means all materials that obstruct either the structure opening, interior
structure pipe openings or pipes.
The Contractor shall temporarlypug (balloon) sti-icturepipes ifnecessaryto accomplish the
cleaning work.
• When water is present in the drainage structure the Contractor shall remove or dewater the
structure.
When water is present outside the structure to be cleaned and in its surroundings the
Contractor shall use a hydraulic purap(s) to remove excess water.
ME425-73-2.2 Non -Routine Cleaning: Non -Routine cleaning work shall consist of work
that must begin immediately to restore access to roadways and walkways for ,vehicular and
pedestrian traffic_
The Contractor shall respond to a Non -Routine work assignment within four (4) hours of
notification f-om the Engineer.
2.73 Additional Provisions Page 2 of 6
.1r.
II
3
ME425-73-3 Material Disposal.
All material removed during the. cleaning work sbai i be disposed by the Contractor in a Class
I Sanitary Landfill in accordance with all County, State, and Federal Rules and Regulations. With
each submittal the Contractor shall provide the landfill receipts where the Contractor disposed all of
the materials.
ME425-'73-4 Drainage Structure Location Log,
The Contractor shall prepare a log that contains a i1Srr.5 of all the drainage structures and
associated pipes cleaned, the 'types of debris removed and the location of the drainage structai_es �o
the nearest street intersection. The log shall be submitted to the ng n r within a week of
conlpletirg the work.
ME425-l3-5 Drainage System Video Camera Inspection. needed h it the inspection
The Engineer reserves the right to assign the work on an as basis. A_
work shall be issued through Work Documents.
ME425-73-5.I Video Camera Inspection; The Contactor shall temporarily plug (balloon)
si ar t ire pipes if necessary to accomplish the Video Camera inspection work. jn areas were t`1e
pi eralnspected are lender water the Contractor
surroundir_gs of the drainage structures to be Video C�
shall use a hydraulic puTrlp(s) to remove the excess water.
The Video inspection shall include a narrative stating the location of the structure to the
nearest street intersection and explanation of deficiencies such
inhjoint leaks, c acked'pipes, failed
Patches of pick-up holes, or stained pipe. The location o_ the deficiencies _e pipes shall be noted
in linear foot (to the nearest 0.001 f.), measured f o_n the interior wall of the structure to the
deficiency. 'p holes
t?' walls leaks, pick t`;�
The Video shall provide camera close up views of the entire pipe
and joints through. the parting and revolutioncapabilityof the c artiera head.
The camera operator shall Video the entire perimeter of joins to record any deficiencies. All
deficiencies shall be recorded in a clear and visible rnar,ner so that when the tape is viewed by
Department personnel the deficiencies are clear and visible and proper analysis tan be made to
correct the system def ciencles. The Video tape shall be submitted to the Depa_-tnlent with the written reports.
ME425-73-5.2 Video Inspections Written Reports: The Contractor shall prepare aw-iitten
report listing the location and all the deficiencies found in the drainage structure and pipes inspected.
The report shall also note the locations of the deficiencies, measured in linear foot (to the nearest
0.001 ft) front the interior of the wall structure to the deficiencies. This report shall be submitted to
the Department within one week of the performed inspection.
ME425-73-6 Quality.
The Engineer shall consider. the drainage stnlctnre cleaning work completed and accepted
when the structure is 100% free of ah materials mentioned above.
The Engineer shall consider the pipe clearing work completed and accepted when the full
cross=section of all structure pipes are 100% free of all materials mentioned above.
Structures or pipes determined unsatisfactory by the Engineer shall be re -cleaned to the
satisfaction of the Engineer within the time specified, .at no additional cost to the Department. The
only substance that may be removed and placed back into the drainage structure and pipes is the
2.73 Additional Provisions
Page 3 of 6
standing water rer_ioved during the dewatering process.
ME425-73-7 Work Hours.
The cleaning operation of.the drainage system shall be performed Monday through
Fri`aY,
between "Off Peak" hours or between the hours of 9:30 AM and 3:30 PM arld between the
.., bY.'The
or.7:30 PM to 5:00 AM. Weekend work may be permitted the:Department..
triht to change the Contractor's work `ours at its.discretio:i it de_e ±`ies
�epai t�uen reserves the g�
that established work hours are causing traffic congestions.
M2425-73-8 Equipment.
r
The. Contractor shall furnish equipment oI a type and o anti y to perform the work
The track d vacuum used to iierfbrrn� the work
satisfactorily within the time specified. � ��..:� �c�c .mou=_tom
described inthis section shall be as a minimum lobe equipped with a telescoping boom and vacuum
• tube and a two stage vacuum compressor and have a storage capacity of at least Eve (5) cubic yards,
may be substituted at the discretion of the En _inter. The Contractor Sl,al_ at
Equivalent equipment � � - tunes provide•-
Truck k M-Gun ed Atter,uators rated for 60 mph designspeeds withthe drainage system
oleanino operation and when necessary with the video camera i sneotion, The Truck IviGunted
A_ttenuator shall be equipped with a Type C now Board. The drainage system inspection vehicle
shall be equipped with a higli sensitivity color camera and a standard for. -ma_ VHS color cassette tape
-- •
degrees
a ��
video unit. The caner a leas shall be capable of par_n Ong 360 .
ME425-73-9 Safety.•
Maintenance .of.ta. lc shall be in accordance with Section 1Ei02. All the storm sewer
drairzage system cleaning work shall be accorriplish with the truck vacuum unit facing in the same
riirection as the traffic. All lane closures shall have the prior approval of the Engineer.
•
The foregoing requires ents are to be considered as minimuir andvthe Contractor's
Way relieve the Contractorof t�— responsibility for providing adeo-ua:e
v ��l respo_�si
compliance shall in no,
tr io cont'ol devices for the protection of the public and employees throug_'�:o ut the w°or areas,
ME425-73-10 BUD GET.ARY CEILING/ BID AMOUNT
The budgetary ceiling a-nount for this contract is S 20 0,000.00
• Budgetary ceiling is the maxiaum dollar amount ailocate for this contract,
C�
Bid amount is the actual dollar amount assigned to this contract by the lowest bidder, In the event
that the bid amount exceeds the contract budget then the contract amount will be set at the
budgetary ceiling of S.200,000.00 per year. Refer to terms of the contract.
ME425-73-11 Bails of Payment:
Payment shall be full compensation for furnishing all equipment, materials,. labor,
supervision, rna-ntenaice of traffic and incidentals necessary to cornplete all drainage systems
cle?ning an.d video camera inspections as specified. The Contractor shall be compensated based on
the work completed and acccpted.
Pate 4 of 6
2.73 Additional Provisions
Loj
I�
SECTION ME425
INLETS., MANHOLES, AND JI NCTION BOXES
(REV. 07-3.1-01)
The work sl-.;eci5e..ci in this Section will be gover e,db y Se tion425 of ce Construction and irda Department
pa t .e:nto f . rent at
Transportation Stand ard-Spe,cifloations for Road a
the time of contract letting, except as amended .by the following:
Ar6cle 425-1'(Page 431) is expanded as follows:
All reference to the pla:s„ in this Secticr, shall be interpreted to mean, the Departrierits Roadway arid
Traffic Design Standards and revisions tbereto current a. the time of contrz--ct letting, Unless plans are
included in this Contract.
Article 425-6 (-P
ages 432 and 4 33) is ekpanded by the addition of the following new
subarticle: •
, g
425-6.9 Cleaning of Mn and Inlets: 'Cleaning of nanl;oleawa`euardshall
into 21collectior_ y the
use of a jetivacuuming system or pumping system capaole of removingddebrisby-the-Contractor,n collection
on
bin.. The water and debris collected shall be removed and disposed of in areas provided
in accordance with federal, state, and local laws and regulations.
Article 425-7 (Page 433) is expand.ed as follows:
The ouantities to be paid for under this Section shall alsoinciuder(1) number of existing drainage
.-
structures modified, (2) number of inlets relocated, (3) nmber of inlets modified; (4) number of rnanholes*
and inlets cleaned, (5) number of leaks repaired in rnanholles and inlets, (6) number of frames and grates
furnished and installed, (7) number of f arr.es and grates reset, (8) number of manholes and inlets cleaned
and sealed, (9) number of precast caps for inlets (or poured -in -place caps for inlets), (10) number of grates
replaced.
Ar�icle4258 (Page 433 and 434) is expanded by the addition of the following new
subarticles:
425-8.4 Cleaning Manholes and Inlets: The Contract unit priceforo cclin man hoes and inlets,anholes and inlets
ts shall
include all labor; equipment, materials; and incidentals i cessary
•
2.73 Additional Provisions : _ PageScio .. .
temporary remevaI of grates and covers, any temporary pipe plugs necessary to complete. the work, and
disposal of all water and debris removed.
425-8.5 Repair Leaks in Manholes and Inlets: The Contract unit price for repairing leaks is manholes
and inlets shall include all labor, equipment, *materials, .ard ftr.,identals necessary, to repair minor leaks in
accordance with Section 411 of the Standard Specifications, current edition and revisions thereto.
425-8.6 Replace Frame and Grates: The Contract unit price shall include all labor, equipment,
materials (including concrete), and incidentals necessary to famish aid install new frames and grates. The
price shall also include all cost for removing and disposing of existing Irames and grates in areas provided
by the Contractor.
425-8.7 Reset Frame and Grate: The Contract unit price shall include all 'labor, equipment, materials
.(including concrete), disposing of debris, and incidentals necessary to reset existing frame and grate.
425-8.8 Cleaning and Sealing Manholes and Inlets: The Contact unit price shall include all cost as
specified in lv 425-8.4 and i 425-8.5 above.
425-8.9 Precast Cap for Inlet: The Contrast unit price shall include ail cost for labor, equipment,
materials.(concrete, reinforcing steel, etc...), removal and disposal of existing structure top, and .incidentals
necessary to replace an inlet by furnishing a new precast top or poured -in -place repair in accordance with
the Depa.tinuernts Roadway and Traffic Design Standards and revisions thereto current at the tirne of
contract letting. •
425-8.10 Replace Grate: The Contract unit price shall include all cost for labor, equipment, ir_aterials
(including concrete), removing and disposing of existing grate, and incidentals necessary to replace
existing. grates of the type specked.
Subarticle 425-8.3 (Page 434) is deleted and the following is substituted:
Payrinent shall bernade under the items specified in the Bid Price Proposal.
DESILTG PIPES AND BOX CUZVER T S
(REV. 07-31-01)
i .430-94-I-Description.
Remove and dispose of silt, debris, vegetation, soil, rock, or any type of blockage inside a pipe or box
culvert to provide maximum drainage capacity. .
ME430-94-2 General Requirements.
Clean the pipe or box culvert by removing all of the silt and debris so that the drainage capacity is 100% of
the original design capacity of the pipe or box culvert. Perform desilting operations in a manner not to
damage the pipe, box culvert or surrounding area.
Meet the requirements of Federal, State and local environmental standards and laws when performing all
activities.
Meet the requirements of Section 104 Prevention, Control and r.baternent of Erosion and Water Pollution
of the Standard Specificationsfor Road and Bridge Construction and revisions thereto (current at the time,
of contract letting).
When water is present, de -water the pipe or box culvert to facilitate cleaning and inspection. Access to the
pipe or box culvert may require temporary removal of fence, signs, guardrail, grates or manhole covers.
Replace according to Department standards at the completion of the desilting operation or each day, as
appropriate for safety.
Align infall and outfall ditches 50 feet from the pipe or 'box culvert to meet the existing line and grade. If
the Right -of -Way line is less than 50 feet from the pipe or box culvert, align infall and cutfall ditches to the
Right -of -Way line. Grade and sod any disturbed areas caused bythe desilting operation.
Identify and report to the Engineer necessary repairs to the pipes or box culverts exposed during the
desilting operation..: ..
Page 6of6
11
i
2.73 Additional Provisions
Dispose of all silt and debris removed in the desilting operations in
rules and regulations.
�e to tarf, pavement, signs or structures, etc,
Repairer replace dama,, P- � to t-:e DDepartment,,
satisfaction of the Engineer at r.o additional cc .._
cf the invoice for work accomplished.
Maintain de -watering after completion of the „esi,.n, operations to allow for insp
ection.
r,f430-94-3 inspection,
Re -clean structures determined to be unacceptable by the Engineer within the time specifi
ed
at no
additional cost to the Department.
ME430 94-4 T' ethod of Measurement. guardrail, gates or manhole
The cost of ternporary removal and subsequent replacement of fence, signs, Qa
covers will be included in the contract unit price for the related item
and outfall ditch alignment, gad ing and sodding will be included in the contract unit price of the
L:f..11
related item. f payment will be the lentil in feet of pipe desiltee:d
430-94-4.1 Desilrng Pipe: The quantities for
accepted.
ulverts: The quantities for payment will be the volume in cubic yard of
430_94_4? Desiltin b a Box C
material removed from the box culvert.
areas meeting Federal, 'State and local
caused by the, Contractor to the
Complete repairs prior to submission
(} ,{ 5 Basis of Payment.labor,disposal of silt and
�4a d pa. fur t toci:s
Price and payment will be full co::.poi=SeiiOi] for furnishing all equipment,
a� inCidenials I;eCeSSary 701' the
debris, de -watering, erosion, and water pollution control, tiers up a
satisfactory performance of the work. Price, rpiProposal.
Payment will be made under the items specified in the Bid _ • P
15
DIVISION 5 ENGINEERING STANDARDS
M-0045
The following standards are contained in this Division:
City of Miami Location Map
Table of outfalls for Biscayne Bay
Table of outfalls for Glide Angle Lake
Table of outfalls for Comfort Canal
Table of outfalls for Lawrence Waterway
Table of outfalls for Miami River
Table of outfalls for Seybold Canal
,Table of outfalls for Tamiami Canal
Table of outfalls for Wagner Creek
Table of outfalls for Little River
Outfall Arch, Pipe and Box Dimensions
Construction Sian in Public Right of Way
PW Bulletin No. 25
Erosion and Sediment Control for Construction Sites
Manhole Inspection Forms
Pipeline inspection Form
Department of Solid Waste Management - Sample Form
Misc, 35- 89- 5R
Misc. 35-89-6
Page 97
City.of Miami Location Map
GUTFAT.7, CLEANING CONTRACT
M-OC45
sw
FLA9L EA
ST
w
NY 16
ST
kY 71
ul I
W
<
i T I• /i
s w
'� Nr en 5T
A !0
Z = Nw
LC4'cwt.
oLT
cov+sc
P'•
T{
9 Of '16 57
CORAL VAT
MD AYE!
DRAM) AYC
901MCIAMA AYE
HARDEE AVE
20
9T
7 ST
DINATA
rtr
xw
sx
0
�= 1 N_OARUTSx n0TT
��-��• EwA
RICREXBAC SCR
CAU 3E VAT
C1TY LINTS /
1
1
s1`t JULIA 75U'. TLE
—E cAu SEF�*
•
1 =
c
to
YEA ET1AN
CAU SE VAT
\qRr
\ yuq
•r
V/RQIN/A
1 trE
!DO 5000 I0000 /CDT
1 1. c,.n v. .-. S_ O
PROJECT LOCATION SKETCH
L 2 Ili vnc 3
Outfalls By Receiving Waterbody
Number Identification Type Dimension
Biscayne Bay
1 53-42-08-NW021 Pipe 12
2 53-42-08-NWO iI Pipe 12
3 53-42-08-NW031 Pipe 18
10 53-42-08-NW04I Pipe 10
13 53-42-08-NW051 Pipe 8
14 53-42-D8-NWD61 Pipe 12
15 53-42-08-N1'071 Pipe 21
16 53-42-08-NW081 Pipe i2
17 53-42-08-4W091 Pipe 16
19 53-42-08-NW 101 Pipe 12
22 53-42-08-NW111 Pipe 42
23 53-42-08-NW121 Pipe 18
24 53-42-08-NW131 Pipe 15
25 53-42-08-NE031 Pipe 15
26 53-42-08-NW151 Pipe 15
27 53-42-08-NW161 Pipe 15
28 53-42-08-NE021 Pipe 15
29 53-42-08-NE011 Pipe 18
30 53-42-08-NW171 Pipe 15
31 53-42-08-SE021 Pipe 15
32 53-42-08-NW141 Pipe 45
33 53-42-08-SE031 Pipe 15
34 53-42-08-S E01 1 Pipe 18
35 53-42-08-SW011 Pipe 6
39 53-42-08-SW021- Pipe 6
46 53-42-08-5W031 Pipe 10
57 53-42-08-SW041 Pipe 6
58 53-42-08-SW051 Box 22X36
59 53-42-08-SW101 Pipe 8
60 53-42-08-SW091 Pipe 12
61 53-42-08-SW081 Pipe 12
62 53-42-08-SW071 Pipe 12
63 53-42-18-NE011 Pipe 15
64 53-42-18-NE021 Pipe 24
65 53-42-18-NE031 Pipe 36
66 53-42-18-NE041 Pipe 20
67 53-42-18-NE051 Box 20X10
68 53-42.18-NE061 Box 36X10
69 53-42-18-NE071 Pipe 30
..� ?-•w �<:-.:-�=:..,r;:..�;.:-�. „n-cr .. � Pale 1 of 15Thursday, January 15, 2004
Number Identification
Type Dimension
70 53-42-18-NE081 Pipe 18
71 53-42= iB-SE011 Pipe 24
72 53-42-18-5E021 Pipe 24
73 53-42-18SE031 Pipe a
74 53-42-18-SE041 Pipe 8
75 53-42-18-5E061 Pipe 96
76 53-42-19-NE011 Arch 55X91
77 53-42-19-NE041 Pipe 12
78 53- 2-19-NE021 Pipe 8
79 53-42-19-NE031 Pipe 10
80 53-42-19-NE051 Pipe 18
81 53-42-19-N E O61 Box 30XG2
82 53-42-19-NE071 Pipe 15
83 53-42-19-NE081 Pipe 15
84 53-42-19-SE021 Pipe 15
85 53-42-19-3E011 Pipe 15
86 53-42-19SW011 Pipe 18
87 53-42-19-SWC2i Box 30X32
88 53-42-19-SW041 Pipe 10
89 53-42-19SVV051 Pipe 15
90 53-42-19-SW031 Pipe 10
91 53-42-19-SWD61 Pipe 15
92 53-42-19-SW071 Pipe 54
93 53-42-19-SW081 Pipe 15
94 53-42-19-SE031 Pipe 18
95 53-42-19-SW091 Pipe 84
96 53-42- i 9-SE041 Pipe 15
97 53-42-19-SE051 Pipe
15
98 53-42-19-SE061 Pipe 15
99 53-42-30-NW011 Pipe 15
100 53-42-30-NE011 Pipe 15
101 53-42-30-NE021 Pipe 15
102 53-42.30-NW071 Pipe 15
103 53-42-30-NW021 Pipe 18
104 53-42-30-NW031 Pipe 18
105 53-42-30-NW041 Pipe 36
106 53-42-30-NW51 Pipe 15
107 53-42-30SW011 Pipe 54
108 53-42-30-SW02l Pipe 24
109 53-42-30-SW031 Pipe 18
110 53-42-30-SVtif041 Pipe
33
111 53-42.30-SW051 Pipe 54
112 53-42-30-SW061 Pipe 18
._c.•,c,�w..r..:+aa.<:.—w.-,-a::2:�-:.sw.�:Ate-,s�-..�:.;.=..::.r,.r,*xrw:,....K-+.>-r-'-c=.vr_:... -. n-..... ... ... .. y..a�..r.._.a:�.s:.:4e:�.�:,..'.._4...-str-.+.-:-�.o:- Page ZOf.1J
Thursday, January 15, 2004
Number Identification
Type Dimension
113 53-42-30-SW071 Pipe 18
114 53-42-30-SW081 Pipe 54
115 53-42-30-SW091 Pipe 12
120 53-42-31-NW031 Pipe 20
125 53-42-31-NW041 Twin Box
127 53-42-32-NW071 Pipe 8
128 53-42-32-NW081 Pipe 8
129 53-42-32-NE011 Pipe 8
131 53-42-32-NW061 Pipe 8
134 53-42-32-NW051 Pipe 5
135 53-42-31-NW021 Pipe 15
138 53-42-32-NE021 Pipe 6
139 53-42-31-NE031 Pipe 12
140 53-42-31-NE021 Pipe 12
141 53-42-32-NW031 Pipe 8
142 53-42-31-NE011 Pipe 12
146 53-42-31-NW051 Pipe 54
147 53-42-31-N14J061 Pipe 36
150 53-42-32-NE13E Fipe 6
151 53-42-31-NW 071 Pipe 12
153 53-4231-NE041 Pipe 10
154 53-42-31-NE051 Pipe 10
155 53-42-32-NW041 Pipe 10
156 53-42-31 NW081 Pipe 24
158 53-42-32-NE141 Pipe 8
159 53-42-32-NW091 Pipe 10
160 53-42-32-NW101 Pipe 10
161 53-42-32-N W 11 I Pipe 8
170 53-42-31-5E031 Pipe 16
171 53-42-31-5E011 Fipe 15
172 53-42-31-5E021 Pipe 15
175 53-42-31-SW011 Pipe 27
177 53-42-31-SW021 Pipe 66
184 53-42-31-5E041 Pipe 12
222 53-42-31-SW031 Pipe 72
232 53-42-31-5W041 Box 3CX30
242 54-42-06-NW021 Pipe 24
246 54-42-06-NW011 , Pipe 54
255 54-42-06-NW031 Box 72X42
277 54-42-06-SWO11 Papa 95 281 54-42-06-SW021 Pipe 18
282 54-42-06-SW031 Pipe 30
302 54-42-07-NW011 Pipe 24
Thursday, January 15, 2004 Page 3 of I5
Number Identification Type Dimension
304 54-42-07-NW021 Pipe 18
306 5142-07-NW031 Sox 48X27
307 54-42-07-NW041 Pipe 30
308 54-42-07-SW011 Pipe 18
309 54-42-07-SA/09C Box 60X38
310 54-42-07-SW021 Pipe 24
311 54-42-07-SW031 Pipe 15
312 54-42-07-SWD41 Pipe 18
313 54-42-07-SW051 Pipe 15
314 54-42-07-SW061 Pipe 16
315 54-42-07-SW081 Box 38X60
316 54-41-12 3E021 Pipe 24
317 54-41-12-SE011 Pipe 24
318 54-41-13-NW051 Pipe 60
319 54-41-13-N'W041 Pipe 24
320 54-41-13-NW031 Pipe 10
321 54-41-13-NW021 Pipe 15
322 54-41-13-NW011 Pipe 24
323 54-41-14-NE01B Pipe 24
324 54-41-14-SWO4B Pipe 12
325 54-41-14-SWO1B Pipe 12
326 54.-41-14-SWO3B Pipe 18
327 54-41-14-SWO2B Pipe 15
328 54-41-15-3E026 Pipe 12
329 54-41-15-SE01B Pipe 18
330 54-41-22-NE016 Pipe 72
331 54-41-22-NWO4B Pipe 36
332 54-41-22-NW033 Pipe 12
333 54-41-22-NWD2B Pipe 54
334 54-41-22-SW1OB Pipe 15
335 54-41-22-SW09B Pipe 4
336 54-41-22-SWOSB Pipe 4
337 54-41-22-SW02B Pipe 15
338 54-41-22-SW07B Pipe 12
339 54-41-22-S'W01B Pipe 66
340 54-41-22-SWOSB Pipe 12
341 54-41-22-SWO3B Pipe 21
342 54-41-21-3E343 Pipe 30
343 54-41-21-SED3B Pipe 42
344 54-41-21-SE02B Pipe 30
345 54-41-21-SE01B Pipe 24
346 54-41-28-NWO1B Pipe 10
347 54-41-28-NWO2B Pipe 10
-.r+......za-nhf�c'..+.1�5va-��:...^�..-qu'.)?: b1 Li.•::�Y%bw.-�G%LGr.�,� ^c,.e:
Thursday, January 15, 2004
Page 4 of 15
Number Identification Type Dimension
348 54-41.28-NWO35 Pipe 12
349 54-41-28-3W013 Pipe 30
350 54-41-28-SWD36 Pipe 18
351 54-41-28-SW028 Pipe 18
352 54-41-28-SW043 Arch 30X18
353 54-41-28•SW053 Pipe 12
368 53-42-19-SW101 Pipe 30
369 53-42-30-NW061 Pipe 16
370 54-41-22-NE023 Arch 34X53
371 54-41-22-NW0 i 3 Pipe 15
376 53-42-30-hW081 Pipe 24
377 53-42-30-SW101 Pipe 12
378 53-42-30-SW i 1I Pipe 10
381 54-42-07-SW071 Pipe 30
362 54-41-15-3E033 Pipe 12
383 54-41-22-NEO3B Pipe 12
384 53-42-18-3E071 Pipe 12
Total 185
x4".s. �x.,:s.T:.$�..,....:_;-N.�a.�m*�•s;l...,Taa:,y.�ri�.:, e-�..�..--. —..,-+...s.....v:,��...:anF,v.:=;,m�ufv: r.=.-+�7M<•nv._--' •_�..-ofivG•^.a,
Thursday, .Tanuary Z5, 2004
Page 5of15
Number Identification Type Dimension
Comfort Cana!
181 53 41-32-SECSD Pipe 15
182 53-41-32-SE06D Pipe 15
185 53-41-32-SE01D Pipe 15
185 53-41-32-SE03C Pipe 12
187 53-41-32-SE04C Pipe 15
158 53-41-32-S E02C Pipe 12
189 53-41 -32-S E07C Pipe 24
190 53-41-32-SE09C Pipe 15
191 53-41 32-SE11C Pipe 15
192 53-41-32-SE10C Pipe 24
193 53-41-32•SE08C Pipe 12
194 53-41 -32-SE12C Pipe 18
196 53-41-34-SE-18C Pipe 36
197 53-41-32-SE130 Pipe 48
198 53-41-32-SE14C Pipe 60
199 53-41-34-SE20C Pipe 24
200 53-41-34-SW04C Pipe 30
201 53-41-34-SW01C Pipe 54
202 53-41-34-SW03C Pipe 24
203 53-4 1 -34-SW02 C Pipe 48 el
204 53 41-32SW01 D Pipe 15
205 53-41-34-SW05C Pipe 15
206 53-41-32-SW02D Pipe 108
207 53-41-34-SW15C Pipe 15
208 53-41 -34-SE19C Pipe 18
212 53-41-34-SW06D Pipe 15
213 53-41-32-SW03D Pipe 24
217 53-41-32-SW12L Pipe 15
218 53-41-34-SW11C Pipe 36
219 53-41-34-SW08C Pipe 10
220 53-41-32-SW11L Pipe 15
221 53-41-34-SW 17C Pipe 48
223 53-41 -32-SW04 C Pipe 24
224 53-41-32-SWO6C Pipe 15
226 53-41-32-SW05C Pipe 54
227 53-41-32-SW07C Pipe 15
231 53-41-32-S W08C Pipe 36
354 53-41 -33-SW01 C Pipe 18
355 53-41-33-SW02C Pipe 60
356 53-41-33-SW03C Pipe 24
357 53-41-33-SW04C •Pipe 18 '` '"'
358 53-41-33-SW05C Pipe 24
wc�:-^.eua:ra§��S�.a.Anrw^i"�.:»ri'a^.v.c .S'�ti. �.^i.'4 .sc9d-�;.*Y-c�:.4+-?,nas,,:sc -.c..'�f. -^�'�c :.vC:.A�vYo'J��.—...�aLvcs...*�:?.-:z+aaSiunas:✓`�»cr..>..ris'�M'i+-�v-wn:4-.aw;.a-�:.�••-t1+-:;�.::•
Thursday, January 15, 2004 Page 6 of 15
Number Identification
Type Dimension
359 53-41-33-SWOSC Pipe 36
360 53-41-33-SED6C Pipe 24
361 53-41-33-SEO7C Pipe 42
362 53-41 -33-S ED 8C Pipe '10
363 53-41-33-SE14C Pipe 15
364 53-41-33-SE150 Pipe 10
365 53-41 -33-SE16C Pipe 24
366 53-41-33-9E170 Pipe 10
372 53-41-33-NE01C Pipe 30
379 53141-34-SW18C Pipe 12
383 53-41 33-SE12C Pipe 24
388 53-41-33-SE 18C Pipe 24
Total 54
�2..�.�:.6�-At:s-v.:�r�..s-�.� ^AF�F.:]¢S"..`� sr::'G.�.t=s�-�«-��.—b�•a:..:mu-:.+c:xa w�•uG<.:.ixccr.:r_•+sii�cF,-.;a.>sv..:.-.:.��Y�G�.M1.:ua-.ai¢:.«;.-:StiG-'+..sd�^-�.:..q::.:.c-�x�-u'.;n+w-vex:;.+-ua.
Thursday, January 15, 2004 Page 7 of 15
Number Identification
Type Dimension
Glide Angle Lake
235 53-41 31-: E.13L Pip=
249 53-41-31-SW14L Pipe
254 53-41-3 i-SW13L Pipe
Total 3
Thursday, January 15, 2004
60
84
36
Page 8 of 15
Number Identification Type Dimension
Lawrence Waterway
211 53-41 35-SVV'36C Pipe 18
215 53-41-34-SE07C Pipe 8
216 53-41-34-SE050 Pipe 48
225 53-41-34-SE09C Pipe 48
230 53-41-34-3E080 Pipe 15
234 53-41-34-SE16C Pipe 12
236 53-41-34-SE17C Pipe 15
239 53-41-34-SE15C Pipe 12
244 53-41-34-SE12C Pipe 36
245 53-41-34-SE14C Pipe 12
247 53-41-34-SE11C Pipe 12
248 53-41-34-55130 Pipe 60
387 53-41-34-SED2C Pipe 15
Total 13
>-o z�, ':y�?�FL•'n'%.rc•a-•H_.. _r.xv-'pvt u....: .lt <uua......+�a.. n �a:_•.-n•.cua::r,_.s.-'.'A"t..�:f:r!e �mx:,M1ao; ,R:..,•P•:awne�uw's.-.,✓. r-,a»e�i±-.a*C•zs..c,
Thursday, January 15, 2004 Page 9 of 15
Number Identification Type Dimension
Little River
4 53-42-07-NWO2C Pipe 12
5 53-41-12-NWO1C Pipe 48
6 53-41-12-Nw02C Pipe 54
7 53-42-07-NW01C Pipe 36
8 53-41-12-NE03C Pipe 30
9 53-41-12-NW1OC Pipe 60
11 53-41-12-NE01 C Pipe 54
12 53-41-12-NEO2C Pipe 18
18 53-42-07-NWO3C Pipe 30
20 53-42-07-NWD4C Pipe 30
21 53-42-07-NWO6C Pipe 10
36 53-42-07-NWD8C Pipe 30
37 53-42-07-NWO7C Pipe 35
3.8 53-42-07-SW01 C Pipe 24
40 53-42-07-SED2C Pipe 48
41 53-42-07-SWO2C Pipe 10
42 53-42-07-SW08C Pipe 15
43 53-42-07-S E03C Pipe 42
44 53-42-07-SWO7C Pipe 18
45 53-42-07-SE05C Pipe 5
47 53-42-07-SE06C Pipe 8
48 53-42-07-SE1OC Pipe 15
49 53-42-07-SE09C Pipe 15
50 53-42-07-S E01 C Pipe 10
51 53-42-07-S W 03C Pipe 24
52 53-42-07-SWDSC Pipe 10
53 53-42-07-SW05C Pipe 15
54 53-42-07-SW04C Pipe 72 /
55 53-42-07-SE07C Arch 16X25 J
56 53-42-07-SE08C Pipe 15
373 53-42-07-NWO9C Pipe 54
374 53-42-C7-SE04C Pipe 10
390 53-41-12-NW03C Pipe 48
391 53-42-07-MA'OSC Pipe 24
Total 34
-.�4fF.abaTFi°•,^RI[w.�y.�:s•vaC+"irAa .Rcr.%,Wk:Ax2>x:{:-::.:T.r�.`.. w'
Thursday, January 15, 2004 •
-�w-.'M.emar.,+:�::�...a�•towv'.::�. svTn�-.a+=a,�v.•r^r,.'+�w.�.�.w<.a*+;��-+�n_,eere±n.+
.Page 10 of 15
Number Identification
Type Dimension
Miami River
122 53-4134-NW12C Pipe 60
123 53-41-34-NW01R Pipe 24
124 53-41-34-NW i 3C Fipe 24
126 53-41-34-NWO2C Fipe 10
130 53-41-34-NW16C Pipe 42
132 53-41-34-N'NO3C Pipe 12
133 53-41-34-NW04R Pipe 18
144 53-41-34-NW14C Pipe 18
145 53-41-34-NW15C Pipe 36
148 53-41-34-NW1DC Pipe 12
149 53-41-34-NWO5C Pipe 18
152 53-41-34-NW06C Pipe 16
157 53-41-34-NVVO7C Pipe 18
154 53-41-34-NWi 1 C Pipe 10
165 53-41-34-NWOSR Pipe 72
166 53-41-34-NE01C Pipe 24
167 53-41-34-NEO2C Pipe 10
159 53-41-34-NW09R Pipe 18
180 53-41-34-5EC1C Pipe 30
195 53-41-35-5W02C Pipe 24
210 53-41-35-5WO3C Box 78X48
228 53-41-35-SWO4C Box 36X42
225 53-41-35-SWO5C Pipe 78
233 53-41 -35-SE11C Pipe 36
237 53-41-35-SEi2C Pipe 12
236 53-41-35-5E10C Pipe 12
243 54-41-02-NE01 C Pipe 36
250 54-41.02-NEO2C Box 48X20
252 54-41-02-NE.03C Pipe 12
253 54-41-02-NEO4C Pipe 12
256 54-41-01-NW02C Pipe 15
257 54-41-01-NWO3C Pipe 15
258 54-41-01-NW04C Pipe .36
259 54-41-01-NW01C Pipe 18
260 54-41-01-NW06C Pipe 24
262 54-41-01-NWO5C Pipe 21
264 54-41-01-NW16C Pipe 24
265 54-41-01-NWO7C Box 39X27
266 54-41-01-NWOBC Pipe 24
267 54-41-01-NW11C Pipe 36
268 54-41-01-NW12C Fipe 36
269 54-41-01-NW10C Pipe 24
csr+,St^uF-er_a3y:.r�.xn.-h-s.2txi.'.:e:vesc...:.•�L-.<•�k;.+,rvn;-:-o-.aa+:.+�sF°..�:a:a=;.+-....-.a:�..?c .::v.-rT.vax;+.-: �..-e_•.ay,,.r.M:...v :-3r �.:t �-.?>'W�-.+ __
Thursday, January 15, 2004 Page 11 of 15
Number identification Type Dimension
271 54-41-01-NW13C Pipe 30
272 54-41-01-NW14C Pipe 15
274 54-41-01-tW 15C Pipe 15
275 54-41-01-SW02C Pipe J6
276 54-41-01-SVJ01C Box 50X30
278 54-41-01-SW11C Fipe 24
279 54-41-01-SWO5C Pine 36
280 54-41-01-SWD3C Pipe 48
283 54-41-01-5E11 C Box 50X42
284 54-41-01-SE12C Pipe 36
285 54-41-01-SWO9C Pipe 36
286 54 ".1-01-SWO6C Pipe 60
267 54-41-01-SWO7C Pipe 48
290 54-41-01-SE10C Pipe 24
291 54-41-01-SE09C Pipe 24
292 54-41-011-SE06C Box 30X30
293 54-41-01SW100 Pipe 36
294 54-41-01SE01C Fipe 21
295 54-41-01-SEO2C Bcx 42X34
296 54-41-01-SED7C Pipe 8
297 54-41-01-SE06C Pipe 8
298 54-41-01-SE03C Box 36X30
299 54-41=01-SE05C Pipe 15
300 54-41-01-SE04C Box 60X36
367 54-41-01-SV'JO8C Box 54X30
375 53-41-28-NrvV1DC Box
386 53-41-34-N'W17C Pipe 24
Total 69
Thursday, January IS, 2004
.rowTa_=�.�'_.�-,-_-�rn.:�.ucta.�rw:�w3:+^-a �rxa�mxc:,,xr,sanercw,,:res.u-iss�-:..;;.---✓-..r��A.-^W-s:
Page 12 of15
Number Identification
Type Dimension
Seybold Canal
173 53-41-35-SE01C Pipe 24
178 53-41-35-SE02C Pipe 15
183 53:1-35-SE03C Pipe 15
209 53-41.35-SE04C Pipe 12
214 53-41-35-SE06C Pipe 48
240 53-41-35-SE07C Pipe 72
241 54-41-02-NE05C 6ax 60X48
Total 7
:O.!'^,!�+L'W.1'" �� .'_ "'�•,`•4L.-'�4-✓�LFtiNl'+F=�H".Y<.YLc•.r:Vwu<.taw=�iik+�2feLN�S.:1-'vS'L'irL^-A`ZAR:Y "T.t�:iw":nYAne%{.7FN �a�F�:(NZiB'fi4A.'.:2r'd::�Lv �++,rl:iisvGz�'XKxr.: �d �Y..'?i.*n: �?.1v
Thursday, January 15, 2004 Page 13 of15
Number Identification
Tamiarni Canal
119 53-41-32-NED2C
121 53-41-32-NE01 C
143 53-41-32-NW02C
162 53-41-32-NW01C
251 53-41-31-5W 12L
261 54-40-01-NW01 C
263 54-40-01-NWO2C
270 54-40-01-hWO3C
273 54-40-01-NWO4C
288 54-40-02-NWO2C
289 54-40-02-NED1C
301 54-40-02-SW05C
303 54-40-02-SW04C
305 54-4D-02-SW03C
38g 53-41-32-NEO3C
Total 15
Type Dimension
Pipe 54
Pipe 36
Pipe 42
Pipe 24
Pipe 54
Pipe 30
Pipe 42
Pipe 36
Pipe 16
Pipe 30
Pipe 16
Pipe 15
Pipe 24
Pipe 18
Pipe 36
-5.-4"`+�liNi.Ti-'�r�-a:4'�.5'fG..._..µ;�.ry'er.✓L�'nl�.v✓'w1A'SI.F'WiI+'aM�Gw'GS�!V:-'srti�wr.'a:"n-4:+.i:•� •..aw:i,�,.. � .:r....s. Yaws=>'i0.cxit'tisc�.
Page 14 of 15
Thursday, January 15, 200-1
T. -
Number Identification
Type Dimension
Wagner Creek
116 53-41-35-14W02C
117 53-41-35-NWO9C
118 53-41-35-NWO3C
136 53-41-35-NWO4C
137 53-41-35-NW07C
163 53-41-35-NWO5C
168 53-41-35-NW10C
174 53-41-35-NWOSC
176 53-41-35-NW11C
1-79 53-41-35-NW08C
385 53-41-35-SE05C
Total 11
Pipe 24
Twin Box 54X60
Pipe 12
Pipe 72
Pipe 42
Pipe 12
Pipe 42
Pipe 36
Pipe 96
Pipe 36
Pipe 10
K:a.,k�_.c•.:uw�-a:ms«:.x.srraaaer..x«.--ate:-_+mow.:=.,+u.,:� .�msw.�:x ..=:T:.y.:.z-�.�.w4 raw t+.�::z�.��-swu•--.cis:.;::.--> _ �«-.m..tir.s.a�r_•ezr,.�
Thursday, January 15, 2004 Page 15 of15